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CONTRACT
FOR
THE CONSTRUCTION OF
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TR.�N�TY BOULEVARD PHASE I
I.H. 820 TO SA�ADO TRATL
C.i� Pxoj ect No.1q2I01
Betsy Price David Cooke
Mayor City Manager
Chz�is Ha�-dex, P.E.
Director, Water Department
Wiiliam Johnson
Director, Transportaiian and Public Works Department
Prepared for
The City of Fort Worth
T�ransporrfation and Public Works Department
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Texas Registered Engineering Firm F-928
KH No, 061018383
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Standard Construction Specification
Documents
Adopted September 2b11
OQ 00 00
STA3VDARD CONSTR[iCTION SP�CIFICATION DOCUMENTS
s�eTior� ao 00 00
TABLE OF CONTENTS
Division 00 - General Conditians
Page 1 nf 8
Last Reviised
00 OS 1� Ma or and Counczl Cornmunication 07/41/20I 1
00 QS 15 Addenda 07/01/2011
00 11 13 Invitatian to Bidders 07/19/2021
0� 21 13 Instructions to Bidders 11/02/2021
00 35 ] 3 Conflict af Interest Statement 02/2�12Q.20
00 41 00 Bid Form 09/30I2021
00 42 �43 Pro asal For�n Unit Price (} 1 /2 012 0 1 2
00 43 13 Bid Bond Q9/11/2017
00 43 37 Vendor Com Iiance to State Law Nonresident Bidder 06/27/201 I
Op A�5 11 Bidders Pre uali�'ications 08/13/2011
00 45 l 2 1're ualification �tatemeni 09/3O/Z021
OQ 45 13 Fre ualification A lication 0�/13/2021
a0 �4S 26 Contractor Coxn. Iia:nce with Warkers' Corn �nsation Law 07/OI/2011
00 45 4fl Business E uii Goal I0127/2021
00 52 43 A eement 09/01/2021
00 61 13 Pez-�'or�a�,azzce Bond 07/01/2011
00 61 14 Pa ent Bond 07I01/2011
OQ 61 19 Maintenance Band 07/01/2011
00 b1 25 Certi�'icate af Insurance 07/01/2011
00 72 00 General Canditions 0$12312021
00 73 00 �u lementa Conditions 03/09/2020
Division Ol - General Re uirements Last Re'+eised
0� I1 00 Snmm of Wark I2i2QL2d12
O1 25 00 Substitu�ion Procedures 07101/2011
O1 31 19 Preconstructian Meetin 08/17/2012
O1 31 20 Pro�act Meetin s 07/01/20I 1
O1 32 16 Canstructian Schedule 08113/2Q21
01 32 33 Preconst�ructian Videa 07/01/2011
01 33 00 Subza�it�als 12/20/2012
O1 35 13 S ecial Pro'ect Proceduz-es 1 2120/20 1 2
O1 45 23 Testir� and Ins ection Services 03/09/2420
o� sa ao Tem ora �'acilities and ContraIs 07/01/2011
O1 5S 26 Streel; iTse Permit and Modiiications to Traffic Contral 03/22/2021
O1 57 13 �torm Water PoIlutian Prevention Plan 0'7/01/2011
Oi 58 i3 Tem or Pro'ect Si a e 0710112fl11
O1 60 00 Product Re uirements Q3109/2020
O1 66 00 Product Stora e and Handliza Re uirezxzents 07/01/2011
O1 70 00 Mabilzzation and Remobilization 1 I/22/20I6
O1 71 23 Construction Stakin and Surve 02/14/2018
O 1 74 23 Cleanin 07/01/�� 11
O1 77 19 Closeout Re uirements 03/22/2021
O 1 78 23 O eration and Maintenance Data 12/20/20 ] 2
O 1 78 39 Pra' ect Record Documents 07/01/2011
CTI'Y OF FOItT WORTH TRINITYBQULEYRRD PH 1
STANDARD CONSTRUCTION SPECIFICATIOIV �QCL7M�NTS CITYPROJEC7'No. 1021�1
Revised November 2, 2p21
00 00 00
STANDARTI CONSTRUCTTON SP�CIx'TCA'1'ION T30CLIM�NTS
Page 2 of 8
Technical Specifications which have been modi�ed by the Engineer speei�calIy for this
Project; hard copies are included in Ehe Praject's Contract Docur�zents
02 - Existin� Cor�ditions
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02 A-I 1�4 Utili RemovallAbandonment
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Divisiov 26 - Elect�rical
Divisinn 3I - �arthwork
Date
Modi�ed
12/20I2012
�' y�n nno
3] 23 16 LTnelassified Excavation D4/1512Q21
31 23 23 Borrow 04/15/2021
31 24 00 Embanlrnlents 04/1 51202 1
31 2S QO Erasian and Sediment Cont�•al 04/29/2021
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CITY OF FOR'[' WOR'I'H TRINITYBOUL�Vr1RIJ PH 1
STAND:ARD CONSTRUCTiO3V SP�CIFICATION 1]OCUMEN'I'S CITYPROJECTNo. 102101
I2evised Novem�er 2, 2D2I
Division 33 - Utilities
�2�A G'�d,t,e.- .,,,�i 1\�T.,,..Y�...le Te�+;
33 O1 31 Closed Circuit Television
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Ductile I�on Fitti
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04I2912021
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Q9120/2017
CI1'Y OF FORT WORTH TRINITYI3QULEVr�RD PH 1
STANbATtD CqNSTRUCTION SPL�CIFICATIdNbOCT1MSNTS CI7'�'PROJECTIdo. 102101
Revised iVovember 2, 2021
OD OR OD
STANI7ART3 CO�ISTRUCT1bN SPECIF[CATIdN DOCUM�NTS
Page 3 of 8
04 00 00
STANDARD Ci�T�fSTRUCT1pIV SP�C�ICA'I'ION [IOCUMEFVT5
Page 4 of $
Technical Specifica�ions listed belar�v are included for ihis Prajec� by reference and can �e
viewedldawnloaded from �he City's website at:
02825 5creenin Wall
03 35 13 Inte al Concrete Color
33 04 00 ImDressed Current Cathodic Protection
C:1'I'Y OF FORT WflRTH
STAN�ARA CONSTI2UCTiON SPECIFICATION DQCUMENTS
Re�ised November 2, 2Q21
Daie
Madi.�ed
4/15/2021
4/16/2021
��rnrrryBaUz.�v� Px 1
C1'TYPnOJ�'CT No. ! 02101
00 OD 00
STANDAFtD COI�fSTRUCTION SPECll^ ICATION 1]OCUMENTS
Page 5 af 8
http:/lfortworthtexas.�ovltpw/contractors/
or
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Division 02 - Existi� Canditians
02 41 13 Selective Site Dernolition
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02 41 1S Pavin� Removal
Division 03 - Cancrete
03 30 00 Cast-In-Place ConcreCe
Q3 34 13 Controlled Law Stren th Material CLSM
03 34 16 Cor�crete Base Material for Trench Re ai�
03 80 00 Modifications to ExistiriE Concrete Str�ctures
Di�vision 26 - Electrica!
Last Re�v�ised
12/20/2012
�
12/20f2012
12/20/2012
12/20/2012
12/20/2412
26 QS OQ Cammon Work Results for Electrical I 1/22/2013
25 a5 10 Deznolition for Electrical S sterns 12/20/2012
2b 05 33 Ra.cewa s and Boxes for Electrical S sterns 12/20/2012
2f QS 43 Under ound Ducts and Racewa s for Elecirzcal S stenns 07/61/201 i
26 05 50 Comxnunications Multi-Duct Conduit 02/26/2016
Di�ision 3] - Earthwork
31 00 00 Site Clearin Q3f22/2021
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31 25 00 Erosian and Sedimant Control 04/29I2021
31 36 00 Gabions 12/20/2012
31 37 00 Ri ra 12/20/2412
Division 32 � Exterior Im rovements
32 O1 17 Permanent As halt Pavin Re air 12/20/2012
32 O 1 18 Tenn ora As halt Pa�vin Re air 12/20/2� 12
32 01 29 Concrete Pavin Re air 1 212 012 0 1 2
32 � 1 23 Flexible Base Caurses 12120/2012
32 I 1 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cernent Treated Base Courses 12/2Q12012
32 11 37 Li uid Treated Sail Stabilizer 08/21I2015
32 12 1 b As halt Pavin 12/20L.2012
32 I2 73 As halt Pavin Crack Sealants 12/20/2012
32 13 13 Conerete Pavin 03/19I2�21
32 13 20 Concrete Sidewalks, Drivewa s and Bax�ier Free Rann s 04L29/20� 1
32 13 73 Concret� Pavin Joint Sealants 12/20/2012
32 14 16 Brick Unit Pavin 12/�0/2012
32 16 13 Concrete G�rb and Guttars and Valle Gutters 10/05/2016
32 17 23 1'avement Maxlcin s I 1122/2Q 13
CITY OF FQItT WOIiTfi TRINITYBOULEYARD PH 1
5TANDARD CONSTRUCTION SPECIFICATIdN DqCiIMENTS CITYPROJECT Na. 102141
Revised N.ovem6er 2, 2021
00 0o ao
STANDARD CONS'TftUC'I`ION SFP,CIFICATION DOCUM�NTS
Page 6 of 8
32 17 25 Curb Address Paintin 11/04/2013
32 31 13 Chain Fences and Gates I2J20/2012
32 31 26 Wire Fences and Gates 12120/2�12
32 31 29 Woad Pences and Gates I2120I2012
32 32 13 Cast-in-Place Concrete Reiainin Walls Ob/05/2018
32 91 19 To soil Placerrient and Finishin of Parkwa s I2/20/2012
32 92 13 Soddin 05/13/2021
32 92 14 Nan-Native Seedin 05/13/2021
�� .7 7 17�viz:vz�
Di�ision 33 - UtiCities
33 01 30 Sewei• and ManhoIe Testin 9/07/201 S
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33 03 10 B ass Pum in of �xistz�a Sewez• S stems 12f2012012
33 04 10 roint Bondin and Electrical Ysolation 12/20/2012
33 04 11 Carrosion Control Test Stations I212 012 0 1 2
33 OA 12 Ma esium Anode Cathodic Protection S stem 12/20/2012
33 04 34 Tem nr Water Sarvices �7/0 1120 1 1
33 04 40 CIeanin and Acce tance Testin of Water Mains 02/06/2013
33 Q4 SQ Cleanin of Sewer Mains 12/20/2012
33 OS 10 Utili Trench Excavation, Embedment, and Backfill 0�l0212D21
33 05 12 Water Line Lowe�7n 12/20/2012
33 05 13 Frame, Cover and Grade Rin s 07/02/2021
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Sti-uctures to �912012017
Grade
33 OS 16 Concrete Water Vaults 12/20/2012
33 p5 17 Cancrete Callars 12/2012Q12
33 OS 20 Au er Bo.rin 12/20/2012
33 05 21 'T"unn�I Liner I'late 12/20/2012
33 O5 22 Steel Casin Pi e 12/20/2012
33 p5 2� Hand Tunnelin X 2�20l2Q 12
33 QS 2� Installation of Carri�r Pi e in Casin ar Tunnel Liner Plate 06/1912013
33 0.5 26 �fJtili Maxkers/Locators 12/20/2012
33 OS 30 Location of Exisi;in Utilities I212 012 0 1 2
33 11 OS Bolts Nuts and Gaskets 1 2/2 012 0 1 2
33 11 10 Ductzle Iran Pi e 12/20/2012
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33 11 12 Pol in 1 Chloride PVC Pressure Pi e 11/16/2018
33 11 13 Concrete Fressure Pi e Ba.r-Wra ed Steel C linder T e 12/2Q12012
33 11 14 Buriecf Steel Pi e a�ad Fittin s 12/20/2012
33 12 IO Wat�r Servic�s 1-inch to 2-inch 02/14/2017
33 12 11 Lar e Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 05/06d2015
33 12 21 AWWA Rubber-Seated Butterfl Valves OA�/23/2019
33 12 25 Cnnnaction to Existin Waier Mains 02/06/2013
33 12 30 Combina�ion Air Val�e AssembIies for Potable Water S st�ms 12/20/201�
33 12 40 Fire H drants Ol/Q3l2014
33 12 SO �ater Sam Ie Stations 12/20/2012
CITY C)� FORT WQRTH TRfNITYBDULEYAAI] PH I
STANI7ARL3 CONSTItT7CTION SYECIFICATION DOCLIMENTS CITYPRn.IEC`T No. 102101
Revised No�ember 2, 2021
00 0o ao
STANDARD CONSTRUCTION SPECIFICATION DOCUNiEI�TS
Page 7 of $
33 12 60 Sfandard Blow-off Vai�ve Asse�bl 06/19/2013
33 31 12 Cured in Place Pi e CIPP 1 212 012 0 1 2
33 31 13 Fiber lass ReinforcedPi e for Gravi Sanitar Sewers I2I20/20i2
33 31 15 Hi � Dansi Pol eth le�e PE Pi e for Sanit Sewer 04/2312019
33 31 ZO Po1 in 1 Chloride PVC Gravi Sanit 5ewer Pi e 06/19/2013
33 31 21 pQlYvinyl Cf�laride {PVC) Clased Pro�Ie Graviry Sanitary Sewer 12�2012012
Pi e
33 31 22 Sani Sewer �1i Linin 12/20/2012
33 31 23 Sanitar Sewez• Pi e Enla�• ement 12/20/2012
33 31 50 Sanita Sewer Seivice Connections and Service Line 04/2612Q13
33 31 70 Combina�ion Air Valve for Sanit Sawer Force Mains �2/2 012 0 1 2
33 39 10 Cast-in-Place Concrete Matzhales 12/20/2012
33 3� 20 Precast Concrete Manholes 12/2012Q12
33 39 3U Fiber lass Manholes 1 212 0/2 0 1 2
33 39 40 Wastetvater Aecess Chasnber WAC 12/20/2012
33 39 60 Liners for Sanit Sewer Structures 44/29/202I
33 41 lU Reinforeed Concrete Stonn Sewer Pi elCulverts Q7/0I/2Q11
33 41 11 Hi h Densi Pol eth len� HDPE Pi e for Storm Drain 12124/2d12
33 41 12 Reinforced Pai eth lene �RPE Pi e 11/13/2015
33 41 13 Pol r� Iene Pi e for Storm Draiza 4102f2021
33 4b 00 Subdraina e I2/20/2012
33 46 O1 Siotted Stqrm Drain� 07/01/2011
33 4b Q2 Trench Drains 07/01/2011
33 49 10 Cast-i�-Place Manhol�s and �unction Boxes 12/20/2012
33 49 20 Curb and Dro Inlets 12/20/2012
33 �9 �40 Storm Draina e HeadwaIls and Win a11s 07/01/2011
Division 34 - Trans ortation
34 41 I4 Traf�'ic �i als 10/12/2015
34 41 10.01 At�achment A— Controller Cabinet 12/18/201 S
3�4 A�1 10.02 Atiach�nent B— Gontroller S ecification 02/2012
34 41 l 0.03 Altach:rnent C-- Software S eci�`ica�ion 0112012
34 41 l 1 Tem ora Traffic Si nals 1 I12212013
34 41 13 Removin Traf�c Si als 12/20/2012
34 41 15 Recta.n lar Ra id Flashin B�acon 11/22/2013
34 41 16 Pedestrian H brid Sz na! 11/22/2013
3�L �1 20 Roadwa IlIumination Assemblies 1�/20I2012
34 41 20.01 Arterial LED Roadwa Luminair�s 06/15/2015
34 41 20.02 Freewa LED Roadwa Lwninaires 06/15f2015
34 41 20.03 Residential LED Roadwa Luminaires a6/1512015
34 41 30 Al�zminutn Si s 11112I2013
34 41 50 Sin le-Made Fiber O tic Cable 02/26/2016
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CPI`Y OF FORT WORTH TRINITYBOULEYARD Ph' 1
STANDARIa CONSTRUCTION SPECIFICATION D(�CUMENTS CIT'YPROJECTNo. J02I01
Revised �Tovember 2, 2p31
ao ao 00
STANDARD CQNSTRUCTION SPL�GIFICATION D�CUMENTS
Paga $ af 8
Technical Specificatinns listed below are TxDOT Speci#ications Needed for the
Canstiruetion of the TxDOT Bid Items. See TxDOT Website for Specifications
TxDOT Standard Sp�cifications: Adnpte� l�y the 'Texas Depaxtment of Transportation No�ember
1, 2Ql�l. Standard specificatians are incorporated into the cantract by reference.
Found Online at: htt�s:/lfl�.�dot,go�/�ub/�dot-info/des/s�ec-book-111�,pdf
TxDOT
423
506
512
528
644
666
6120
tions
Portable Traffic Barrier
Calored Te�.ured C.ancrete and I
,Small Roadside Si�n Assemblies
Retrorefl�ctorized Pavernent Mai
Dead End Road�av Ba;ricade
Wa11s
D ate
Modified
andEnvirontnental Control
Appendi�r
GC-4.0 J
GG4.fl2
GC-4.04
GC-6.flb.D
GC-6.07
GR-Q 1 60 00
A�vailability of Lands
Subsurface and Physical Conditions
Undergro.und Pacilities
Minority and Women Owned Business Enteiprise Compliance
Wage Ra.tes
Product Requirerrients
END OF SECTION
CITY QF FQRT WpRTH TRINITYBOU�Vi1RD PH 7
STANUARD COI�[STRUCTION SPECIFICATI0�1 DOCLIMENTS CITYPROJECTNo. 1021 �1
Revised 3�Tovember 2, 2Q21
�ity o# Fort Worth,
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��D 5} �te�ect �Id �f �eM�� 5#erling ��nslru�llc�r, ��.: A4iR�ot�Zo �xec�R�on of a�on�tn.r�tlors �On�r��� w��ith �,J, I.ouFs ��nstruction of 7ex��. Lid, In
I�e �0.m�un� of �w��,010.6'16,�� fo� Slreet Rer.nnstru�t�n of T�inliy Bau1�+�$rd Ph�s� 1 ir;�m �niersk��e Hlghwey S�� !a �sladu tr�l1; At�l�o�F�e
Execu�ion pf a Developer �un�ing R�raemer�l In lhe �rn�unt oi ��60.000,��: Adapi A#tsche�i Resalukion Ex��es�lr�g �f�FcF�I 1ntr�nt ta Retm��rse
�xpo€�dik�res wlth F�rqceads �i �ulura Dubi �nd �1dapL �tkachod A��roprielEan Ordlfianc�9
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ft��e�� ��� bld subml#�ed by T�xaa �ir7r�ing �on�lru�ctson, �o,,
P�ulhoriz� +�x�c��lior� of a c�ntracR wHh �.,], �nuis ��n5t�u�lioc� �f Tsx�s, Lld, �n �I�e �rrtaunf oi �22,4fi0.616,�2 for�treek F�econstru�ki�n
af Trinfty B��,levatd Pl�ase 3 From Ink�rsk�k� HEgl7w�y B2� kc� 3al�d� �'rail;
Aulhorr�e �Ke�u�ldn �e[ ��e�e�:Sbp�� F�n�infl Agraem�r�t ,r� �he amount o1 ���4.�O�,�C �,rilh Trh3iFy ���e�s P�rinars, �L� far relaca�ion ai
O�pr11��� utilHl�s and the ins�aGlailon a� under�rou�d ut�lo$ses ,�€ang Trrnl�y ��ilevpr� from Grrko�saa�� Hl�hway S�U #a �tiuerCakes C�rlv�;
Ad��t lhe ��t�ch�d resol+��ion expressing v[f�s:��l lo�tanl ta roimbs�s� exper�d'akufes wllh pro�eed� i�om f�iurs tl�hk for ihe Trinity BouC�v�rd
Ph�srs I, from l�ters��te I��ghway �2� Ca ���a�lo Trakl prc]eci:
Adapi s�lacl,�stl ��prn�r;��io�r ord�r��nc� �dju�lir.� a��ar4�rlbU�ns Jn th�,'u'laRer and �ewer �on�rx�ercF�l Pa�ef Fund i�y Mrres�asing
���roprl�ilc��� wn khe TrFnity Baulevard !'€rase I, r�ore� Inters�ate l��gh�+�esy ��0 to Sslado Trall pr���t;k {��ky Pro�UGk N�_ �O�i�1'�j Ir� kt�a a�nour�t af
$5,725,&��.0�, an� d���e2�sing appraprfatEons in ,�r� Lrr�s�eclfled p�a�e�l {�Ity Pro�ect N� UN�P�f�} by lhe same amour�l, ar�d
Adopt the atEacho� appropr��k+o� ardinenc:e inCre�ssl�g estF�rl�t�� rp�eip�s �nd ap�r�prlatians in kE�o I�ouelo�e� Gor�trlbutra� Fu���, In Eh�r
amqs�m of $�SU.���,U�, irom �+ea�labl� F�nds, for th�a purpase o# f�nding l+�e Yrinal� Boula�+ard �sse I, �fom in�ersk�te k-Et�hw�y ��D [o S�l�d�
Traii {Clty Pro�ect N�, ��2�4� f ,
dIS��J�SION:
�ne purpo5e �af a�ris M�yor and ���ncl! �omrFlurr�catlon (M��} is 10, by autharity of the �Ity Ci,�r7er, re�ect #he b�d oF Tex�s �terlir�g �❑r+slr�,c:#Inn
�a_ and avl�arize vxecutior� of a conlractw�th �,.�. Louls �orlsiru��xon af T�xas, Lsd, in l�e a�rr��unl 0[?�22.p1A.f+16.0� forStr$o� F��reonsaruckion
aF 7rinity BouE�rvard frorrt �nters�ale rikghway{I�I) 82� kU ��I�do Trdll, Tr�nl�y Ba�levar� Fs � mpJqr c[irrldor �wlth p[opnsed rrtlxed �s� and comrn�rcz�l
deveCppm+�nl w�+sci� wHl provl[fe �cce�s io th$ �ropose�i Trinity Metro �aiE staRiar�. Tn� proJeci Includes ihe re :onstru�iio� of tihe exis�ln� as�ii�lt 4-
I�na raa�f �o c�n�rele wi�i� ��rr� and flutter, undergroun+� dreirra€��, Ibnd�caped,��e�lr�n�. ;stre�k I�hks �,:� s��aratf uso parhs, Thls nh8,� will also
a�l�3ori�e � d��e�p�er fui�dl�g a�r€�2r�tier�k i�r ��� �rnaurri oi ,"'y2fi�,G00.U0 wlth �rirs�ty Lalces �a�r:ars. L�.� for khe relncail�n o� overl7ead ut����les and
!hC �nst��lati�n oi ��nder�r��in� ulikltl�a alo��g Trinily �oul�+rerd irc{n IF� 8�U ko Rlve�lakes I�r�v�. {M&� 2'�-�G71 j�Cily Pro��Cl �0 10�1{�7 }
�n Ja�ruary 31, �0'[3, tha �oa�c! �f iax li�creirrent Rel��+estmank Zone t+��m�5r F�urkeen (Tnr�lty L�ke� TIF� aQopko� a�ro�e�k and f�nan�ln� �lar� for
ihe Trinity l.aRes iIF, which v���s �ppr��r�d by �F,e �Iky �ou�cl� by O�ci��ance No, �Ofi�6-Q2-�013 and i�r accofciarrce wi#I� Sect�an 3'I �,0� 1 a� #he
T�xas �ax �ode. InC��d�d In kl�e prAJ�ct and finar��ing paaR +v€ar� �ert�ln prop�se� �niraslructufie impfaaeme��s Eo Trinliy BouE�v�r� intand��! ko
r�rlllg�ke floot4ing, e�h�nco w�lk�bl�lty, and support ihe de�e�er�manl of �urroun��ng prpp�rll�s. �iMtB,� �20-0939}
Tha #olla+,�kng Eabie de�no€�str�tas t�a `�r�dl�r€� l�Istniy for the pra�ect
�aner�l Ca�Hal Pr��ecls - �und 3��00
RZ — �e�re+�aa ��pl#al — F�nd 30�86
inity ��k$5 �R �0�� — Fc�nd 3�U�5
I���+ ��nds �orles 2��1 — �und b6019
r & Sewe� �n�m�rc�af �aper �und �64��
lo��r Corrirlbukio� - ���rd 34��� - --- -
7otal
Exi�iing fi.p�fOpriatlorr�
�29�.04f}.i7 ti
$1.0�(�,Uri0,L1L
��18.�5�0,�00,0C
$3�1,756,DL
$a,ac
$O.DC
���,17�,75b_00
A�prapristi�ns ��raject 7�tal
�a.o.v ���G,000_o�
$Q_04S $�,000,440.�!
I
�o,��� �,a,�oo,aoo,oc
��.��s�a�s_oo
���O,�OO,Qp
�5.98���t5�,00
�38�,?'�:�
�5.7�5.4�,£t
�$2�0,4UQ
157,21 �.0�
7he �r�ject was a�varllsed #ar b�� on Saplemb�r 1�, 2�21 and &eplember23. 2�29 in tF�e Fo�t lNo�'��T,S�rTf-T��t7�]r�fr7, Of1 SOpjBfll��f .�0, 2421,
��e fol2owl�g blds +n+er� feoalve�;
' �Id��rs Amounk
�`axas�EevlingConstructlon,�a. $20,39�,01�_�5
�.k Louis �o�s�ru�:aaon of ��x�ts, �td, $��,01 p,69�,0�
hh�rlo Slnacol� 8� �or�s �xca�+akFng, In�. $�3,1���055.��
Fiagle, lnc. $2�.G8�,G16_77
���fl�ld & �orrl�� ��� $Z3,$�#�.�67,��
�`I7e �`ear�sporlatlo�ti � �ubNr, W�rks �epartrr�e�#'� share ori Chfs �nnir�et Is �1��9dT.�12,8�,
The'��;ar �e�x��tmena'� st��ee on thls conira�k is $S,QB3,'1�3,27, The fii�nds wrl� �e avaGlabEe:�� !he Water $�ewer�ornrr��rcisl Pa�er �und f�r
ihe pro��ok (�Ity PraJack No, 9021U�j,
In �ddi�ron �o �kso contr��i �3rrrqunt. $?,�8�.098,00 �W�ier, $�i0,4�a7.00. �aving; $'1.770,837.00) I� r�r}ul�ad [�r prc�eci rrr�in�g�rnent, nt��ori�l
t��ling �nd inspa�ti�n and $C�G'3.1��.00 (V�.+�ster_ $157,Ei93,00; �sving� �549,�3�.QD� �s prn�i�4ed �n� pr��r:-�tC�Rking�n�IPs, 1`hls pfa�eCt will #�ave �o
�mpa��C a�r the 7ransp�rta�ian 8� �v�li� +Nor�cs' or �n the �l+aRer aepartm�nCs; o��?r��ing budgots w�ren complated.
�`I�Is pra�e�t �s anilc�pa�e+� lo l�e Ir�cl�ed In � fulur� r�venue bo�d is�u�? Far the �Nalflr ar�d Sewer �uesd, Avallabre cssh wi�hin �he tiN�ler and �ewer
�ortF�l�n �n�l I17� �liy's �drkf�if� �I�ng �w�ICh ih[� �3�praprlallo�s authorlly aulhorize� �ndef tl�e �81�s�sle Cornr�rerci�l R&p�r�` Prpgram ��P� wrll be �rsed
i� �rovide i�ierirr� financ+ng iar i�ris p�o��c[ untll d��ii �s �s�ued, pnc� r��bt $�spr.��ked wlkh ihe proxa�a Is so€d, b�rrd pra�eeds ti�rl� bs use� to
�eEmbursa lt,e �4al�r ar�t€ ��w�r par4i�lio and 4�1e �I�y's p�rtff+ll� Ir� �ccorda�nts wlth th� a�4a�h�d relmburs�men4 resoluti�n. Undet ied�r�l I�w,
deb! �r�at b8 I�sued wittsGn apprqxamataly khr�� y�a�s In ordor #� k�,ese expenses ia be �efm�u�sa�l�_ }�[J��>tian �F ih� �ir���red rosolusion does not
o�Elg�Re t�e Clty tn sc�l� l��nds� buk }�r�xEen+�s th� e�lilly of !he CI�}+ �� Yefm�u�s� Ilsel� Fro�'i tAx-ax�r�pk t�and proceo�s.
�ons�r+��llon oi �rlr�lty �puf6V�Fd i� 2�n11�lpak�� ta �e�in in ��ring �0�2. Fur�tiing fOr th�le �rojo�E �s bo�ng pfovided from iax Incteman!
ReFnvestmer�k �an� Ni�rr�ber fi�. Trinity Lak�s 1`I� f�rogram,
3.J, I��ufe Cons�ruckian oi Texas. Lt� has a�reed Ra ��mpfy wEkF� ihe ��ly's Busl�dss Et�ully Ordinance, �ye ��ly'� gpal 4n thG� pro���l Es �2°�.
The ProJ�c# Is lac�te� In COLIN�IL Di�T���7 �.
,E�G9,� LN,F,�.��i�l�l��;.f C�RTk�ICATfOhf:
T}�e Direckoe of Flna�c� cer�aii�s �l�a� fwr�tfs :�r� �urr�:ntly av��tilable arr the �ns�eclfia�-AI1 �unc�s prnjer.l wilhln kha WS�� �o�nmer�la� P�per �und
and upor� a��raa�t ofi R�e a���+o rec�rrrn7endalions a�d ado�ilar� ai �I�� aki[�ch�� ����oG��aisors orciii}ancos, funcfs w�ll be avaN�ble In lhe WB�S
C�rnmer�i[�I P€�p�r Funr} �nd lh�: €3e�+el�per Cnn�ribu�lon �unt� [e�r tY�e Trrnliy Blvd, - 9�Q-�alad� �h'I prc�je�k to �ta��or! t�se a��r�v�l oi ��e aL��v�
r�Commendakfan anrJ axecullon oF lhe carolr�Cl_ Pr1Qr t0 �n c�x�e�di��re beir�g �nc�fr�ed� TrdnSpDf#2lli�r� & PublJc Wo�ks and Water CJeparttTs$I�IS
have khC� res�onsibility o� v�rlfying th� ���il�blliky of [�r��s.
er's Offfc�r b: D�rr� Bur�hdotf BQ�B
Ori�i[�at�n� �usir�eas Unit Me�B: l�lilllam Jahrrs�n 78�1
�c3€�Jti��r�l Ir�forrrtati�rn �ontact: V�lllllam Johnsa� 7$41
kxpecfl#ed
ADDENDUM N0.1
CITY OF FORT WORTA
TRANSPORTATrON AND PUBLIC WORKS
TRINITY BOIILEVARD PHASE 1, I.H, 820 TO SALADO TRAIL
City Project No. 1421D1
Addendum No. 1.1ssUe Date; September �8, 2021
Bid Receipt Date: September 30, 2021
This addendurn �ornts part of the contract dacuments referenced above attd rnodiii�s the original Contract
Documents, Ackpowledge receipt oi this addendum Uy signing and attaclzing it to the Coniract Doc�ments
(inside). Note receipt af tkae Addendum in tlie Bid Froposal and on the outer envelope of yo�r bid.
SPECIFICATIONS
� Tablc af Contents 40 4D 00
a The Table pf Contenis is replaced with ihe Table of Contents included vvitlt tk�is document.
n The only cl�ax�ge to the Table of CQntents is changing Spec 33 OS 22 to a Modifieci �pec.
Speciiication 00 42 r�3 — Proposal Form
o The proposal form is xeplaced with the proposal form included with this document.
o The only changes to the PraposaI Form include:
� Itein 9� in Unik I has been removed and replaced with Items 94 and 95, regarding
the headwalls for Stdrrn Drain Line B.
� Included wiring far holiday lighting in Ylnit N by atlding Items 16, i7 and
increasing quantities for Items 1$ a�ad 61.
� Item 60 in Unit N has changed ta a quantity af 4.
� Specification 33 45 �2 — Sfeel Casing Pipe
o The Steel Casing Pipe spec is replaced wi#h the Spec incIuded with this document.
o The Qnly change ta the Steel Casing Pipe Spec is:
� Added a minimuna wall tliickness for 54" casing pipe in section 2.2 Materials.
QUESTIQNSICOMMENTS
Receivecl as af 9/24/202.i.
QuestianJComcuent Answer
The casing wall thickness was not listed in Yes, the minimuin casing wall thickness shall be 0.75".
specs and pians. Ii references 33 OS 22 in The �nodified Spec 33 OS 22 has been included in this
the specs hut states "Greater than 48" addendwir�.
2 It appears that tl�e HaIiday Lightiag Tlie outlets shall be incIuded zn the bid proposal, and
Duplex Outlet is provid�d by Power are listed in Item 70 of U�it V.
Company,
Addit'tonal In%i�nation:
Duplex — 15AMP 125 Volt Duplex Self Test Tamper
Resistaut / Weather Resistant GFCI Outlet, C'rray.
Corrunercial Electric clear— 1 gang extra duty non
metallic weatherproof horizontal and vertical
receptacle cover; Connrnercial Elechic'/z in 1 gang 3
hole Weatlierproof Box, Gray ; Metal stake (24"
Long) Buried Minimum nf 14",
TRiNITY SOULEVARD PFI 1
SH�ET 1 OF 2
ADDENDUM NO, 1
QuestionlComment Answer
3 Plans show 2nd cantroller for Holiday There are 4 controllers groposed in the plans. Bid item
Lighting at 3 locations, but there a.a•e only 3 60 in Unit V has been updated to match.
cantrallers on bid proposal waxlcbaok.
Wlv�h are for tl�e street lighting circuits.
4 The plans show conduii for the Holiday Wiring has bean added to the proposal fo�n f�• the
Lighting, but there is no iun # and no holiday lighting, Plan will be updated during
conc�uctor size for them nn plans or bid confornlance to match.
proposal workbook.
All other pcavisions nf the eontract dneuments, plans and specifications shall remain unchanged.
Failure to return a signed copy of the addendum with the Proposal s1ia1I be graunds for r�ndering the bid
non-responsive. A signed copy of this addendurn shall be placed intQ the Proposal at tl�e tirrie of bid
submittal.
RECEIPT ACKNOWLEDGED:
i
By: Adam Lunsford v: �— �
Company: S.7. Louis Construcrion of Texas. Ltd.
By:
�,�� ���
Mitch Aitan, P.E.
Project Manager
Transportation and Public Warks
TRIN�TY SOU�.,EVARD PH 1
SHEET 2 OF 2
0� 11 13
iNVI'i'ATIaN TO BIDDERS
Page 1 of2
SECTIQN 0011 13
INVITATION TO BIDDERS
RECEIPT OF B1DS
Sealed bids for fhe cons�ruction o� Trinity Boulevard Phase 1 City Project #102101 {"Project")
will be recei�ed by the Gity of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday,
SEPTE1Vi�ER 30, 2021 as further described below:
City afFort Worth
Ptu�chasing Division
200 T'e�as �treet
Fort Worth, Texas 761 a2
Bids will tae accepted by: US Mail, Courier, FedE� o�- hand detivety at the address above;
Bids wi11 be openad publicly and read aloud at 2:00 PM CST in the City Gouncil Charnbers.
GENERAL DE�CRYPTION OF WORK
The majar wark will consist of tIae (appraximate) following: 40,�00 SY of I O" Concrete Paving,
I 12,600 SF Concrete Sidewalk, and Storm Drain for tlze roadway corridor including a znu.iti-lane
raundabout and two �raf�c signal installations. Addit�onally, there wi11 be 4,3p0 LF 36" Water
line r�location, Utzlity. Adjustments, Street Light�ng, Pavement Marking and Signage,
Landscaping in rou�dabout and along street cQ�ridor, and �tamped & Colox•ed Concrete.
PREQLIAL�FICATION
Certain improvements included in this project must be pexf'ormed by a contractor or designated
subcontractor who is pre-quali�ed by the Ciry at the time of bid opening. The procedures far
qualification and pre-quali�cation are outlined in the Section 3 af 40 21 13 --- INS'I'RUCTIONS
TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bi.dding and Contract Docunaents t�ay be examined or obtained on-line by visiting the City
ai Fort Worth's Pu�•chasitag Division website at https://docs.b360.autodesk.comishares/9dOcSbcf
7b6a-�$25-b4ef-20b1dcOc4b�2 and clicking on the linlc to tb:e adve►�tised project folders on the
City's eIectronic document managenaent and collabaration system site. The Cont�act Documents
may be downloaded, viewed, and printed by interested coniractors andlor suppliers.
EXPRE,SSIQN OF INTEREST
To ensuare potential bidders are kept up to date of any new infnrmation pertinent to this proj ect, all
interesied parties are requested to email Expressiozas of Interest in this procurement to the Ciiy
Yro�ect Manager and the Design Engineer. The email should include the cnmpany's name,
contact person and that individuai's email address and phone nur�nber. AlI Addenda wi11 be
distributed directly to those vvho have expressed an interest in the procurement and will aiso be
posted in the City of Fart Worth's purchasing website at
htt�s_I/docs.b360.autodesk.comishares/9dOc5bcf 7b6a-482S-b4ef-20b1dcQc4b62
C1TY OC FORT WORTI3 '3"ItCNI'CY BOULEVARD PH1
STANI]Al2D CQNSTRUCTIDN SPECIFICATION DOCf11YfENT CITYPROdECTNO. 102L0]
Revised 7/L9/2021
00I1 l3
(RVITATI4N TO BIDDLaRS
Pagc 2 af 2
P1�BID CONFERENCE — Web Conference
A prebid canference wi11 be held as disc�ssed in �ection 00 21 13 - INSTRUCTIONS TD
BIDDERS at the follnwing date, and time �ia a web conferenciang application:
DATE: September 21, 2021
TI11{IE: 2 PM
Invitations with Iinlcs to the vaeb confez•encing application wiIl be disiributed directly to those
whn have subrnitted an Expression of Inierest, The presentation and any questians and answers
provided at the prebid confexence �vill be issued as an Addendum to ihe call for bids,
CITY'S RIGHT TO ACCE.PT OR REJECT BIDS
City reserves the eight to waive irregularities and ta accept or reject any or all bids.
AWARD
City will award a contract to the Bidder presenting the lowest price, quaIifications and
competencies considered.
INQUIRIE�
All inqutries relative to this pi•acurement should be addressed to the f�llowing:
Attn: Mitch Aitan, City of Fort Worth
E�azl: Mitchell.Aiton@fartworthtexas.gov
Phane: 682-715-942�
AND/OR
Aitn; Ts•enton Tidwell, KiznlOy-Ho�n arad Associates, Inc.
E:mail: Trenton.Tidwell@ltimley-horn.com
Phone: 817-339-2281
ADVERTIS�MCNT DATES
Sept�mber i5, 202I
September 23, 2021
END OF �ECTION
CITY OF FqRT WORTH TfZINTTY BOULL�UARD FHl
STAi�fDAR17 COMSTRUCTION SPEGIFICATION DOCUMENT CIT"Y PI20.IECT NO. 102101
Revised 7/19/2021
0o zi �3
INSTiiUCTIONS TO BIDDERS
sECTioN flo z� 1�
TNSTRUCTIONS TO BTDD�RS
1. Defined Terms
Page l of 1Q
1.1. Capitalized terms used in these INSTRUCT�ONS TO BIDDERS are defined in Section
00 '72 00 - GENERAL CONDITIONS.
1,2. Certain additional tenns used in the�e INSTRUCTIQNS TO BIDDERS have the
meanings zndicated below which are applicable to bo� the singular and plural thereo£
1.2.1. Bidder: Any persata, fzz-im, partnership, company, association, or corporation acting
directly through a duly authorized representative, sul�mitiing a bid for perfoz�ming
the worlc eontemplated und�r the Contiract Dacu�nents,
1,2.2, Nonresident Bidder: Any person, firm, partr�ership, compaaay, association, flr
corporation acting directly ihrough a duly authorizetl represeniative, suhmitting a
bid far perfort�ciing t� e wor� contemplated under the Contract Documents whose
principal place of business is not in the State af Texas.
1.2.3. Successful Biddcr: The lowest respansible and responsive Bidder ta whor�n. City
(on the basis of City's evaluation as hereinafter provided) rx�alces an award.
�, Copies of Bidding Documents
2.1. Neither City nor En�ineer shall assume any responsibiliiy for errors or misinterpretations
resultib.g fror�a tk�e Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making capies of Bidding Documenis available do so only far the
pur�os.e o� abtaining Bids for tlze Work and do r�ot authorize or cozafer a license or grant
for any other use.
3. PrequalificaHon nf Bidders (Prime Contractors and Subcontractors)
3.1. Bidders or their desig�n:ated subcontractors are required to be prcqua�ified far tl�e work
types requiring prequalification as per Sectians 00 45 J.1 BIDDER�
PREQUALIF`ICA'T'IONS and 00 45 12 �REQUALIFICATION STATEMENT. Firms
seeking px•e-qualification, must submit the docum�ntation identified in Section 00 4S 11
on Section 00 �45 13 PREQUALIFICATION APPLICATIQN at leas� seven (7)
ealendar day� prior to Bid opening for review and, if qualified, acceptance. T`l�e
subcontractors Iisted by a Bidder on 00 45 12 must b.e pr�qualified fo:r ihe appropriate
work types. Subcontractors must fnllow the sanae tizneIines as Bidders for obtaining
prequalification revievv. Bidders or Subcontra�tors who are not prequalifred at the time
bicis are apened and reviewed may cause the bid to be rejectied.
Prequali�"icatioza requzrement vvork types and documentation are available by accessirtg all
required files through the C'tty's website at:
h s:/a s.fortworthte�.as avlPro'ectResources/
CITX OF FOiZT WQRTH TRINITYBOULEYARD PFII
STANbARb CONSTRUCTION SPECIFICATI�N DOCLJMENT CI7YPROJECTNo. 702101
Revised/Updated Nove►uher 2, 2021
00 21 13
INSTRUCTIpNS TQ BIDDERS
Page 2 of 10
3.1,1. Pa�ving Require:ments dacument iocated at:
l�f;tps:l/a�bs.fortworthtexas. gov/Pro j ectRes ourceslResourcesP/fl2%20 -
%020 Construction%20D ocuments/Contractor%20Prequalification/TI' W °102 OPauing
%20 Contractor%20PreauaIification%20Fro gram/PREQUALIFICATION°fo20REQ,
UIREMENT�%20k'OR%20PAV11VG%2000NTRA.CTQRS. df
3.1.2. Roadway and Pedestrian Lighting — Requirements document locafed at:
htt�s :11a�ps . fbrtworthtexas. gavlProjectResouz-ces/Resource�P/02%20-
%2�}Construciian%2:ODocuments/Cont�-actor°/o20Prec�ualificationlTP W %2qRaadwa
%2parid%20Pedestrian°o2 Li htin %201're ualification°n20Pro amISTREET%
2,OLIGHT%20PREQUAL%20REQMNTS.� df
3.1.3. Wa�er and �anitary �ewez'—Requirements document locafed at:
htttas://a�s.fortworthte�as. o,� v/ProjectResou�•ces/Resourcesl'/02%20-
%20 Constructian%20D ocuinents/Contractor%20Preaualification! W ater%20and°fo2
OSanita %20�ewer%o20Confractor%201're ualiiication°o20Pro am/ S%20 re
pual°/o20requirements..�df
3.2. Each Bidder, unless currently prec�ualified, must submit to City at least seven ('�)
caleudar days prior to �iid opening, the dacurnentation identified in Sectian 00 Q-5 I 1,
BIDDERS PREQUALTFICATIQNS.
3.2.1. �ubrnissian af and/or questions related to pxequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City resefves the right to requixe az�y pre-quali�ied contraetar who is the ap�aarent low
bidder far a project to subnait such addztional inf'Qrmation as the City, in its sole
discretion may require, including but not Iimited to manpower and equipment records,
information abaut Icey persannel to be assigned to the project, and canstruction schedule
to assist �he Ci�y in evaluating and assessing the ability of the apparent Iow bidder to
deli�er a quality product and successfull� carnplete projects for the amount 6id wiihin
the stipulated time frame. Based upon the Gity's assesszb.ent of the submitted
ib.for:mation, a reeommendation regarding the aj,vard of a cantract will be made to the
City Council. Failure to submit the additaonal iz�.�ormation, if requested, may be grounds
far r�jec�ing tho app.arent low bidder as non-res�ansive. Affected cantractars will be
notified in wri�ing of a recoznmendat�an tn the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
wit,hin various sections of the Contract Docutnents.
3.5. Special quali�cations required for this project include the following:
4. Examination of Bidding and Contr.act Documents, OEi�er Related Data, and Site
A�,1. Befare subz�ziting a Bid, each Bidd�r:
CITY OF FOEt']' WORTIi TRINITYBOULEYARD PH 1
STAN�ARD CONSTRUCTION SFECIFICATION DOC�[1M�,NT CITY,YROJECT No, 1 a2101
Re�ised7Clpdatad Navember 2, 20Z1
0o zi i�
INSTRUCTIpNS TO BIDD�RS
Page 3 of 10
4.1.1. Shall exainine and carefully study the Con�act Dncuments and other related data
identified in ihe Bidding Documents {including "tecl�nical data" re%rred to in
Paragraph 4.2. below). No inforz�aatzon given by City or any rcpresentaYive of the
City other than that cantained in the Contraet Documents and officially
promul�ated addenda thereto, shall be binding upon the Gity,
4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general,
local and site conditions that may affect cost, progress, perForinance or furnishing
o�'the Work.
�.1.3. Shal� consider federal, state and local Laws and Regulations tliat may affeci cost,
prog�ress, perfor�a�ance or furnishing of'the Work.
. , • ._,
+ ��r. �i�. . .�
. r_ � �.
«� - �.- -
- � -
4.1.5. Shail study all; (i) reports of explorations and tests of subsurface c.onditions at or
contiguous ta the Site and aIl drawings of physical conditians relating io existi�ag
surface or subsurface structures at the Site {except Underground Facilities) that
have been identified in the Contract Dacuments as cantaining reliable "tecl�nical
data" and {ii) report� and dxavvings of Hazardous Environmental Conditions, zf any,
at the Site t�aat have been identified in the Contract Documents as containing
reliable "techrucal data."
4.1.6. Is advised that the Cantract Documents on fil� `raith the City shall constitute a!1 of
the informatian which the City will furnis�. AIl additional infarmation and data
which the City wilI supply after promulgation of the formal Contract Documents
shall be issued in the farm of written addenda and slaalI became part of the Contract
Dacurnents just as though such. addenda were actual�y written into the original
Contract Dacuments. No information given by the City ather than that contained in
the Contract Documents and oiiieially promulgated addenda thereto, sl�all be
binding ugon the City.
4. l.7. Should perform independent researcl�, investigations, tests, borings, and such other
means as may be n�cessary to gain a complete knowledge oi the conditions wlaich
will be encountered: during the construciion of'the project. For projects with
restricted access,. upon request, City nnay provide each Bidder access to the site to
eonduct such exatninations, investigations, explorations, tests and studies as each
Bidder deems necessary far submission of a Bid. Bidder must fill all hales a;nd
clean up and restore tbe site to its former conditions upon cosnple�io.n of sucl�
exploraiion.s, investigations, tests and studies.
CITY OF FQRT WaRTH TRINITYBDULEVRRD PH 1
STANDART7 CONSTRUCTION SPEC�ECATI03�T DqCUMEAIT CITYPROJLCTNo. 702101
Revised/[lpdated Navember 2, 2621
0o Zi i3
INSTRUCTTOIVS TO B1DD�R5
Page 4 of I O
4�.1. S. Shall deterrmine the difficulties af the Work and alI atte�ding circuinstances
affecting the cost of doing tha Worlc, iim� required for its coinpletion, and obl:ain all
infort�natinn required to rnake a praposal. Bidders shall ra�y �xclusively and solely
upon their own estiy�aates, investigation, research, tests, explarations, and o�her data
whicli are necessary for fitll and coi�npiete infonnation upon which tl�e praposal is
to be based. It zs understood that the submissian of a pro�osal or bid is prima-facie
evidence that the Bidder t�as made the investigations, examinations and tests herein
required.
4,1.9, Shall promptly notify City of all conflicts, erroz's, a�nbiguities or discrepancies in ar
between the Contract Doe�rrae:�ts and s�zch other related documents. The Contractor
shall nat take advantage of any gross error or omission in the Contract Dacun�ents,
and t�e City sl�acil be permitted to malce such corrections or interpretations as may
b� deemed necessary for fulfillment of the i�ztent of the Contract Docurnents,
4,2. Re%rence is tnade ta Section OQ 73 00 -- S�.1pplementary Conditions for identification of:
�.2.1. those reports of explorations and tests of subsurface conditions at or contiguotis to
the site wIiich have been utilized hy City rn �re�aration of the Contract Documents.
The logs of Soil Borings, if any, on the plans are for genera� informaiion only.
Neither the C.ity nar the Engineer guarantee that the data shown is re�resentative of
eonditions which actually exist.
4.2,2, those dxavaings of physical conditions in ar reiating. to existing surface and
snbsurface striictures {except Underground Facilities) which are at ar et�nti�uaus tn
the site that l�ave been utilized 6y City in preparation aithe Contract Documents.
4.2.3. capies af such reports and drawings wilI be rnade available by City to any Bidder
on request. Tl�ose repor�s and drawings may not be part of the Contract
Docurr�ents, but tlie "technical data" contained tl3erein upon which Bidder is entitled
ta rely a,s pxovided in Paragraph 4.02. of the Generai Conditions has been rdenti�ed
and established in ParagrapIl SC 4.02 ai the Supplementary Conditions. Bidder is
responsible for any interpretation ar canclusion drawn from any "technical data" or
any other data, interpretations, opinions or informatian.
4.2.4.Standard insurance requirements, coverages and liinits.
4.3. The submission of a Bid will constihite an incontrovertible representation bp Bidd�r: (i)
tk�at Bidder has cornplied with e�ery requit�ennent af this Paragraph 4, (ii) that withaut
exception the Bid is pr�mised upon performing and furnishing the Wnrlc required by the
Contract Documents and applying the specific rneans, methods, techniques, sequences or
procedures oi canstruction (if any} that may be shown or indicat�d or expressly re�uired
by the Contract Dacuments, (iii) tk�at Bidd�r has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereo�' by City are acceptable ta Bidder, and when said conflicts,
etc., have not been resolved through the interpretatioz�s 6y City as described in
Paragraph 6., and {iv) that the Cantract Documents are generally suFfieient ta indicate
and convey understanciing of alI terms and conditions for performing and furnishing t11e
Worlc.
CPI'Y OF POIZ`I' WORT�3 T12INITYBOULEYARD AH I
STANDARD. COAISTRUCTIOI�T SPECT�TCATTOT� DOCLTMENT CITYPR(JJECT Na. I(12101
RevisedliJpdated Novemi�er 2, 2021
ao zi is
1NS'1"12UCTIONS TO BIl]RERS
Page S of 10
4.4. The provisions of this Faragraph 4, inclusiva, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs),1'etraleum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.06. o� tl�e Gen�ral Canditions, unl.ess speci�caliy identi�ied in the Con�ract
Documents.
5. Availability af Lands for Work, Etc,
5.1. The lands upon which the Worlc is to be performed, rights-oi way ar�d easemen�s for
access tl�ereto and other lands designated for use by C.ontractar in parforming the Worlc
a�re identified in the Contract Documents. A�l additional lands and access tihe�•eto
required for temparaxy constructzon facilities, canstniction equiptnent ar storage of
maierials and equipment to be incorporatetE in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in exist�ng
facijiiies are to be ohtained and paid for by City unYess otherwzse prQvided in the
Contract Docurrzents.
5.�. Outstanding r�ght-af-vvay, easements, and/or permits to be acquired by ihe City are list�d
in Paragraph �C 4.�1 of tlle SupplementaYy Conditions. In the event the necessary rigl�t-
of-way, easements, andlor pez-tx�its are not obtained, the City reserves the rzght to cancel
the award of contract at any time before the Bidder begxns any consi�lxction wark on the
proj ect.
S 3. Ttie Bidder shall be prepared to commence construction witllout all executed right-of=
way,. easements, and/or permits, and shall submit a scheduIe to tl�e City of how
construction will proceed in the other areas of the proj eci that do not require permits
andlar easernnents.
6. Interpretations and Adden.da
6. l. All questions about the maaning oz intent af the Bidding Documents ax•e to be directe�i t�
City in writing on orr hefore 2 p.m., the Monday priar io the Bid opening. Qu�stinns
received after this day may not be responded to. Interpretations or clarit'icatiozas
considered necessary by City in response to such questions vvill be issued by Addenda
delivered to all parties recorded by Ciry as havin.g xecei�ed the Bidding Daeuments.
Oniy questions answered by formal written Addenda will be binding. Ora] and other
interpratati�ns or clarifications wi116e without legal effect.
Address questians to:
City of Fort Worth
200 Texas �treet
Rort Worth, TX 76102
Attri: Mitch Aitan, P.E., PMP
City of Fort Worth Transpot�taiion and Public YYorks
Email: Mitchell.aiton(a7fortwarti�texas.gov
Phone: 682-715-9424
6.2. Addenda may also be issued to rnndify the Bidding Documents as deeu3ed advisable by
City.
CITY O� FQRT WflRTH 7'RINfTYBOULL'Yr�RD PH 1
STA3�1T]ARiI COi`TSTRUCTION SPE�CIFICATI(3P11�OCCTMENT CITY PROJECT Na. 1 D�1 DI
Revised![Jpdated November 2, 2021
00 21 13
INSTRUCTIO�'S TO BIDi]ERS
Fage 6 of 10
6.3. Addenda or clarifications may be posted vi.a the City's electronic document rnanagerx�ent
and cflllaboration sysfetxz at BTM 360.
6.4, A prebid conference may be heId at the time and place indicated in the Advertisement or
INVITATION TQ BIDDERS. Repr�senta�ives of City will be present ta dzscuss the
Project. Bidd�rs are encourag.ed to attend and participate in the conferenee. City wi11
transmit to all praspective Bidders of record such Addenda as City considers n�cessary
i� response to questions arising at the conferenca. Oral statements may not be relzed
upon and will no.t be bi.�atiing ar 1�gaIly effective.
7. Bid Security
7.1, Eacla Bid xnnst be accompanied by a Bid Bond inade payable to City in an amaunt of five
{5} percent o£ Bidder's maxi�num Bid price, on the form atiached or equivalent, issued
by a surety meeting the requirements of Paragraph 5.01 of the General Conditio.ns.
7.2. Th� Bid Bonds provided by a Bidder vvill be retained until the conditions of tha Natice of
Award liave bee� satisfied. If the Successful Bidder fails to execute and return the
Contract Documents witllin 14 days after the Notice of Award conveying sat�e, City
rnay consider Bidder to be in defa�xLt, rescind th� Notice of Award and act on the Bid
Bond. Such action �hal] be Gity's exchisive remedy in the event Bidder is de�med to
have defiault�d,
$. Cant�ract Times
The number of days witthin whicIz, ar the dates by wi�ich, Mile�tones are ta be aci7ieved in
accordance with the General Requirements and tli� Work is to be completed and ready for
�`inal Acceptance is set forth in tlze Agreeme�t ar incorporated th�rein by reference to the
attached Bid Form.
9. Lrquidaied Damages
Pro�iszons for liqnidated damages are set foi�th in t��e Agreement.
1D. Snbstitute and "Or�Equal" Items
The Contract, if awarded, wiil b� on the basis of materials and equipment described in tl�e
Bidding Documents witha�at consideration of pnssi6le substitute ar "or-equal" itern.s.
Whenever it is indicated ox- specified in the Bidding Dacurnents t�:at a"sul�stitute" or "or-
equal" item of material or equipynent may be furnished or used by Cantractor if acceptable to
City, application far such acceptance wi11 not be conside:red b� City until after the Effactive
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 5.05A., b.OSB, and 6,OSC, of the General
Conditions and is supplezrzented in Section 01 25 OQ of the General Requireanents.
11. Subcontractors, Supp�iers and Others
11.1. In accardance with tlie City's Business Equity Ordinance No,251bS-10-2�21 the City
has goals fflr the participatzo:n af nninoriry business and/ar women business
enterprises in City contracts $1p0,000 or greater. See Section 00 45 40 £or the
M/WBE Projeet Goals ancE additianal requirements. Failure ta co:n:zply shall render
the Bidder as non-responsive.
CTTY OF FdRT W�RTI3 7'RfTlITY�DULEYARD PH 1
STANDARD CflNS'T'RUCTION SPECIFTCATfON ]]OCUM�NT CITYPROJECT Na. 102101
R��ised/Updated Nnve;nber 2, 2021
QO 21 k 3
INSTRUCTIONS Tb BIbDETiB
Page 7 of 10
Business Equity �rdinance No.25165-10-2021, as ainended (replacing Ordinance
No. 24534-11-2020), codified at:
l�.tt s:l codelibr .amle al.coinlcodes/�worthllatestlftworth tx/0-0-0-22593
11.2. No Cnntractor s�aall be required to employ anq �ubcontractar, Supplier, oth�r person
or arganization against whom Contxactor or City has reasonable objection.
12. Bid �orm
12.1. The Bid Form is included wzth the Bidding Documents; additic�nal copies may be
obtained from the City.
12.2. All blanks on the Bid �onn musi be completed and tIae Bid Farm signed in inl�.
Erasures or alterations shall be initialed 'zn ink by tne person signing the Bid Form. A
Bid prica sl�all be indicat�d for each $id item, alternativ�, and u�ait price item listed
therein. In t�e case of optianal alternatives, the r�vords "N4 Bid," "No Change," or
"Not Applicable" 3nay be entered. Bidde�- shaIl state the prices for which the Bidder
proposes ta do the work contemplated ar furnish mateiYals required. All entries shall
be legible.
12.3. Bids by corporatians shall be executed in the corporate nan�e by the president or a
vice pr�sident or otl�er corporate officer accompaz�ied by evidence of authority to
sign. The corparate seal sha11 be af�"ixed. The corporate address ar�d state of
incorpora�ion shall be shown below the signature.
12.4, Bids by parinerships shall be executed in the parta�ership name and signed by a
parttier, wi�ose title xn.ust appear under the signature accompanied by evidence ai
authoriiy to sign. The of�icial address of the partnership shall be shawn bslo�v the
signature.
12.5. Bids by Iimited fiability coinpanies shalI be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. Tlae state of formation oi
the firm and the official address of the firrn sha11 �e shown.
12.6. Bids by individuals shall show the Bidder`s na�ne aaad of�icial address.
I2.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated
on the Bid �'orm. The official address of the �oint venture shall be shown.
12,8. AII names shall be typed or printed in ink below the signature.
12.9. The Bid shall contain an acirnowledgeznent of receipt of all Addenda., the numbers af
which shall be �illad in on the Bid Form.
12.10. Pastal and e-mail addresses and telephane number for com�.unications regarding the
Bid shall be shown.
I2.11. Evidence of authority to conduct business as a Nonresident Bidde� in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
CTTY OF �'ORT WORTf3 TRIN,FTYBO�ILCV�4RIJ PH 1
STAIVDARD CONSTRUC'FI(3N SY�C�'ICAT[�N DOC[7MENT CITYPRdJECTNo. 1021D1
Revised/Updaied lYavember 2, 2021
oo�� t3
INSTRUCTIONS TO BIDDERS
Page 8 of 10
13. Submission of Bids
Bids shalI be submitted on t�e prescribed Bid Form, provided with the Bidding Docuinents,
at the tirta� and place indicated in the Advertisern:ent or TNVTTATION TO BIDDERS,
addressed to Pnrchasing Manager af the City, and shall be enclosed in an opaque sealed
envelope, marlceti with the City Project Number, Project title, t11e name and add�ess of
Bidder, and acconapanied by the Bid sec�arity and other required documents. If the Bid is sent
through the mail or other deliveiy systezn, the sealed enveIope shall be enclosed i� a separate
envelo�e with tb.e notation "BID ENCLOSED" on tlac face of it.
14. Withdrawal af Bids
lA�. I. Bzds addressed to the Furchasing Managex and filed with the Purc�asing Of�ce may
be withdrawn prior to tY�e titne set for bzd opening, A requ�st for withdra�,val rnust be
made in writing and delivered to tlae Purchasing Office to receive a iinr�e stainp prior
to the opetting of Bids. A timeIy withd�avc�n bid will be returned to the Bidder or, i�
�he request is within one hou�r of bid opening, will not be read aloud and wi�l
thereafter he returned unopened,
IA.2. In. the event ar�y Bid far w�iich a vvithd�rawal i•equest lias been timely filed �as been
inadvertently opaned, said Bid and any record thereof will subsec�uently be marked
"Withdrawn" and will be given no further consideration for the awarrd af contract.
1.5. �pening niBids
Bids wi11 be opened and read aloud pub.Iicly. An absta'act of the amounts of the base Bids an.d
major alternates (if any) wz1I be made available to Bidders aftez• the opening of Bids.
16. Bids to Remain Subject to Acceptance
A1I Bids wiIl remai_n subject to acceptauce �or a miniinum of 90 days or the tune period
specified for Not�ce of Ar�vard and �xecution and deli�ery of a complete Agreement by
Suceessful Bidder. City may, at City's sale discretion, release any Bid and nullify the Bid
security prior t.a that date.
1'�. Evaluatian of Bicl.s and Award of Contract
17.1. City reser�es the right to �eject any or alI Bids, including without liznitation the rights
to :reject any or all nonconform.ing, n.oz�respnnsive, unbaIanced or cand'ztional Bids
and to reject t�e Bid of any Bidder if City belie�es that it vcrould not b� in i:he Uest
interest of the Project #o make an award to that Biddex. City reseives the right to
waive info�xn.alitzes not involving price, contract tizx�e or changes in the Wor1� and
at�ard a cont�act to such Bidder. Discrepancies between the multiplication o�'uniis of
Work and unit pric�s will Ue resolved in favor of t.he unit prices. Discrepancies
between the indicated suzn of any column of figures and the co�ect su�n ther�af will
be :resolved in favor of the correct suzx�. Discrepancies between words and £'igures
will be resolved in favor of the words.
crrY aF �o�m woxTx r���rrr�BOULEva� Px r
STANDARD CONSTRUCTION SP�,CIFICATTC]N DOCiIMSI<IT CITYPRDJECT No. 1021�1
R$visedliTpdated November 2, 202I
0021 !3
1NSTRLTCTTONB TO B1L].DERS
Page 9 of 10
17. I.1. Any or alI bids will be rejected if City has t-eason to belzeve that collusion exists
among the Bidders, Bidder is an int�rested party to any litigation agaznst City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contraci;, Bidder has perf'ormed a prior cnntract in an unsatisfactory rnannar, or
Bidder has uncompleted wark which in the judgment af the Ciry will prevent or
hinder the prompt campletion of additional worle if awarded.
17,2. In addition to Bidder's rejevant prequalification requirerr�ents, City may considez the
qualifications and experie�ce of Subeont�•actors, Suppliers, and ot.her persons and
orgaruzations p�•op4sed for thase portions o� the Work where the identiry of such
Subca�atz•actors, Suppjier-s, and other pe�•sons and oiganizatians inust be submitted as
pi•avided in tI�e Contract Documents or upon the request of the City. City also may
consider the operating costs, rrrainter►anca requirements, perfarn:�ance data and
guarantees of major i�ems of rnaterials and equipment proposed for incoiporation in
the Work when suc� data is requit•ed to be subxinitted prior io the Notice of Award.
17.3. City zx�ay conduct such investigatians as City deems necessary to assist in the
evalua�ion oiany Bid and to establish the respansibility, qual�f'icatians, ax�d financial
ability of Bidders, proposed Subcont� actors, Suppliers and nYlaez• persons and
ox•ganizations to perfQrm and £uz�ish the Work in accordance with the Contz'act
Documents to Gity's satisfaction within t�e prescribed time.
17.4. Cantrac�or shall p�ifortz� with his own organization, work af a valu� not less fhar�
35°/o of t�e val�e ez�abraced on the Contract, unless oiherwise appro�ved by the City.
1'7.5, If the Contract is to be awa.rded, it will be awarded to lowes# responsible and
responsive Bidder whose evalua�ion by City indicates that the avvard will be in the
best izaterests af the City.
17.6. Pursuant to Texas Goverr�meni Code Chapter 2252A01, �.e City will not avuard
cnntract to a Nonresid�nt Bidder unless the Nanresident Bidder's bid is lower than
the lowest bid subnnitted by a responsible Texas Bidder by the same aznaunt that a
Texas reszdent bidder wauld be xequiied ta underbid a Nonresident Bidder to obtain a
connparable contract in Y1ae state in which the nonresident's principal place of
business is located.
17.7. A contraet is not avvat•ded until fornlal City Council authorization. If the Cont�act is
to be awarded, City wvill ativard the Contraet within 90 days after the day of t�e Bid
opening. unless extended in vcrrzting. No other act of City ar others will constitute
accep�ance of a Bid. LTpon the contract award, a Na�ice of Award will be issued by
the City.
17.7.1. The contractor is required ta fill ont and sign the Certif cate of Interested
Parties �arrn 1295 and the farm must he submitted to the Pr�jec� Mana�;er
before the contract will be presented ta the City Council, The form can be
obtained a� htt sJlwww.et�ics.sta�e.tx.usldatalfornasll2951129�. df
17.$. FaiIure or refusal to cotnply with the t-equiremezzts rnay result in rejection of Bid.
CITY OF FaItT WORTI-I TRINITP BOULEYARD PH 1
STANDARb CON5TRUCTION SPEC�'1CA'I'ID�I DOCiTMENT CITYPRO,IECT No. 102101
Revised/Updated November 2, 2621
00 21 13
INSTRUCTTDNS TO SIDDERS
18. Signing of Agreeme»t
I'age 10 of ] 0
18,1. When City issues a Notice af Au�ard to the Suce;essful Biddex, it will b.e accompanied
by t11e requiz�ed number af unsigned countez�arts of the Project Manua�. Within 14
days thereafter, Co�at�•actor shall sign and c�elive�• the req�ired number of counterparl:s
of tlae Project Manual to City with the requir�d Bonds, Certit"icates of InsL�rance, and
all other required docuta�entation.
18.2. City shall thereafter deIiver one fully signed counterpart ta Cnntractar.
END OT' SECTION
CITY OF �'ORT WpRTfI TRIIVITYI3DULEV�lRD PH 1
STANDARD CONS7'I2UCTION SPECIFICATION DOCCTME%T'T' CITYPROJECT Na. 102I01
RevisedNpdateci IVnvember 2, 2021
d0 35 13 - I
CONlFLICT OF INTERHST STATEMENT
Page l of ]
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sECTiorr o0 3s L�
CON�'LICT 4F INTEREST STATEMENT
Each bidder, of�eroz', or respondent to a City af Fort Worth procurement ar� required to complete
Conflict of Interest Questiannaire or certify that one is current and on file with tne City
Secretary's Office pursuant io state law.
If a member of the Fort Worth City Co�ancil, any one or more ofthe City Manager or Assistant
City Managers, or an agent �f tMe City whfl exercises discretion in planning, recommending,
selecting or contracting with a bidder, offeror or respondent is afiiliated with your company, then
a Loca1 Government Office Conflicts Disclosure Staterr�ent (CIS} may be required.
You are ur.ged to consult with counsel regarding the applicability of these forms and Locai
Government Code Chapter 176 to your company.
The referenced forms may be downloaded from the linics provided beIow.
h�t�s:l/ww�v. ethics.state.i�c.us/data/formslcnnflicYlClO.pdf
https:lfwww. ethics.stat�.tx.usldatalfo��ns/conflict/CIS.pdf
�
�
�
0
0
CIQ Form is on file with City 5ecretary
CIQ Form is being pravided to the City Secretary
CIS Form does not appIy
CIS F�rin is on File with City Secretary
CI5 Form is being provided to ihe City Secretary
BIDDER:
S.]. LQuis Const�vction
Company
520 South 6th Ava
Address
I,td. By: Adam I.uns£ard
(Pleas� Print)
Signature: � •��
r
Mansfield, Texas 76063 T'ttle: Vice President
CityfStaie/Zip (Please Print)
4G END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMLNTS
Revised Maroh 27, 2012
TRTNTTY BOiILEVARD PH 1
CityProjectNo. ]02101
00 41 06
BID FORM
Page 1 of 12
sEc�iont oo a� oa
BID FORM
TO: The Purchasing Manager
clo: The Purchasing Division
200 7exas Street
City of Fort Worth, Texas 75102
FOR:
Trinity Boulevard Phase 1
from l.H. 820 to Salado Trail
City Project No.: 102101
UnitslSeetions: Unit I- Roadway & prainage
Unit II - Water
LJnik 1fl -TF'W LNaier & 5anitary Sewer
Unit IV - Illumination & Traffic Signal
llnit V - Landscape & Irrigation
1. Enter Into Agreement
The undersigr�ed Bidder proposes and agrees, if this Bid is accepted, to enter inko an Agreement with City in the form
incfuded in the Bidding Documents to perform and f�rnish all Work as s.pecified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and condifians
of the Contract Docum�nts.
2. �1p�ER Acicnowledgemen�s and Certification
2.1. {n submiiting khis Bid, Bidder accepks all of the terms and conditions of the fNVITATION TO BIppERS and
INSiRUCTfONS TO BIDDERS, including without limitation ihose dealing wifh the dispositian of Bid Bond.
2.2. Bidder is aware of all eosts ta provide the r�quired insurance, will do so pending contrack awatd, and will
provlde a valid insurance certificate rneeting all requirements wifhin 14 days of nokification af award.
2.3. Bidder c�rtifiss that t�is Bid is genuina and not made in the interest of or on behalf of any undisclosed
indivi[ival or enkity and is not submikted in eonformity with any collusive agre�me�t or rules of any group,
association, organization, nr corporatio�.
2.4. Bidder has not directly or indireckly induced ar solicited any other Bidder fo submit a fals� or sham 8id.
2.5. Biddcr has not solicited or induced any indi�idual flr entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, colluslve, or coercive practices in competing far the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" means the offering, gi�ing, recei�ing, or soliciting of any thing of �alue likely to
influence the action of a public o�cial in the bidding process.
b. "fraudulent Pracfice" means an intentianal misrepresentation of #acts made (a) to influence the
bidding process ta i�e detriment o� City (a} to estabiish Bid prices at artificial non-campetitive
ievels, ar (c) to cieprive City of the benefits o# free anci open campetition.
c. "collusive practice" means a scheme or arrangement between twa or more Bidders, with or withaut
the knawledge of City, a purpose of which is tQ establish 6id prices at artificial, non-competitive
levels,
CITY OF FORT WORTH TRINITY BOULEVAR� PH1
STANpARD CONSTRUCT�ON SPECIFIGA714N DOCLIMENTS CITY PROJECT No. 1021D7
Form Ravised March 9, 2U20
00 41 00
Bld FORM
Page 2 of 12
d. "coercl�e practice" means harming or threatening to harm, directiy or indirectly, persons or their
property to influence their participation in the bidding process or af€ect #he execution af the
Confract.
3. Prequalification
The Bidcfer acknowledges that khe following work types must be performed only by prequalified contractors and
subcontractors:
a. WATER QISTRIBUI'IQN, URBAN A1Vb Ft�N�WAL, 12-INCH DIAMET�R ANQ SMALLER
la. SEWER CDLLECTION SYSTEM, URBANIRENEWAL, 12-iNCHES AND SMALLER
c. ASPHALT PAVING CONSTRUCTI�NIRECONS�RUCTION (LESS THAN 95,000 SQUAR�
YARDS}
d. CONCRETE PAVfNG CONSTRUCTIONIREGONSTRl1CTI0iV (15,000 SQUARE YARti5 AND
GREATER)
e. ROADWAY AND PEp�STRIA;V LIGHTING
f. TiJlVNELING OR Al1GER BORING - 54-IlVCH�S AND SMALLER, 350 LF AND GREATER
g. WATER TF2ANSMISSION, IJRBANIREN�WP.�, 3fi-INCHES AND SMALLER
4. iime of Completion
4.1. 7he Work will be complete for Final Acceptanca wlthin 730 days sfter khe date when the
the Contraet Time cflmmences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions o.f the Agreement as to [iquidated damages in the e�ent of fiailure to camplete
fhe Work {andlor achievement of Milestones} within fh� fimes specified in the Agreement.
5, Attached to this Bid
The following documents are attached ta snd made a part of this Bid:
a. This Bid Form, Seckion 00 41 00
b. Required Bid Bond, Section 40 43 13 issued by a sureky meeting the requlrements of Paragraph
5.01 of the General Conditians.
c. Proposal Form, Section 00 42 43
d. Vendar Compliance to 5iate Law Nan Resident eidder, 5ection 00 43 37
e. MWBE Forms (optional at kime of bid)
f. Prequa[ification Statement, Seckion DO 45 12
g. Conflick of Interest Skatament, Section 04 35 13
"If necessary, CIQ or CI5 forms are to be provicled directly ta City Secretary
h. Any additional documents that may be required by Section 12 af the Insfructions to Bidders
CI7Y OF FORT WORTIi TRINITY BQU�EVAR� PH1
STANOARD CONSTRUGTIQN SPEGIFICATION DOCUMENTS CITY PROJECT No. 'f02701
Farm RevIsed IV{arch 9, 2020
oa �1 00
BID FORM
Page 3 of 12
6. Tota! Bid Amaunt
6.1. Bidder will complete the WorEc in accordance with the Contract �oc�ments for the following bid amaunt. In the
space provided below, please e�ter the total bid amount for thEs project. Only this figure wiN be read publicly
by the City at the bid opening.
6.2. lk is undersiaad and agreed by the Bidder in signing this propasal that the total bld amaunt entered beiow is
subject to verification andlor modification by muEtiplying �he unit bid prices for each pay item by khe respeetiv�
est9mated quar�tities shown in this �sal and then totaling a�l of the extended amounts.
�_ � �� �{ a �b � �Zo
7otal Bid � � -� -��, - I r � • —
7. B�d Submittal
This 8id is submitted an Sep#ember 30, 2029
Respectfully �ubmiited,
By:
Signature)
Adam Lunsforcf
(Printed Name)
by the entity named below.
Title: �ce Presidenk
Company: S.J. Louis Consiructian of Texas, Ltd.
Corporake Seal:
Address: 520 Soukh 6ih Ava
Mansfield, Texas 76063
State of Incorpnrafion: Texas
ERtall: AdamL �sjlouis.corrt
Phane: 817-477-0320
END OF SECTION!
CITY �F FQRT WORTH
STRNDARD CONSTRUCTIdM SPECIFICATIO.N DaCUMENTS
Form Revised March 9, 242U
TRINITY BOULEI�AR� PH1
CITY PROJECT ho, 1R2101
s�crioN oa aa aa
PRbPQSALFORM
�INI� PRIG� ���
� Project Item liaformalion
Bidlist ltem Description
No
UPiI'i' I: ROA
� 0241.09Q1 Remove Concrete Drive
2 0241.95U6 Removs Fenee
3 0241.1 i.00 Remove Aspliaft Pvmt
q a241.1000 Itemove Conc Pvmt
5 02A1.1300 Remove Cvnc Gtiah&Gutter
g 020.1.0100 Remove 5idewalk
p 3441.A1fl8 Remove 5ign Panel and Pust
g 3441.3501 Ssivage Street Light Pole
q 344l.3502 ltelocate Sueet l.ighi Pole
10 0241.3561 Remove Storm 3unc6an SVucture
� � 0241.4401 Remove HeadwallfS�T
�2 0241.3013 Aemove 18" Stonn Line
13 024] 3415 Kemova 24" Storm Line
14 0241.301.7 Remave 30" Stonn Line
�g 020.1.3023 Reniove 48" Storm Line
16 024i.3025 Remove G4" Stonn Line
17 3110,D101 Site Clearing
lg 3i10.4162 5"-�2" Tree [temoval
�g 311U.0103 12"-18" Tree Remoual
Zp 31 i0.0194 18"-24" T�e Remavaf
Z� 3! L0.0105 24" and Larger Tree [Lemoval
ZZ 3123.0101 Ui3olassified Excavatiui3 by Plan
� 3123A103 Sorrow by Plan
24 312A,0101 Embankment hy Ylen
25 3125.OfOl SWPPP ? 1 acre
�6 9999,UU01 Remove C�ravel Drive
27 9999.04Q2 Remove 66" Storm Line
Zg 3211 A Y23 8" Flaxihle Base, Type A, GR-1
Zq 3213.0105 16" Conc Pvmt
3p 3212.�304 4" AsphalE PvmC Typa ➢
31 3212.0501 4" Asplialt Base Type B
32 9994.UOQ3 6" Aspl�alt Type B an 5" Flexbase (Temporary)
33 4999.0094 4" Typa B on 6" Flexbase - Trencli Repair (Temporary)
34 3213.63.01 4" Conc Sidewalk
35 3213.431 I 4" Conc Sidawalk, Adjacent to G�rb
3G 321fi.0.1D1 6." Conc Curb and Gutter
aq 999I.p0U5 16" Concrete Retain'vtg Wal! (Truck Apron)
3g 9999.0005 Integral Colored 1 i" Concreie Tn�ek Apron
34 4499.4007 Intagal Colored ll" Concceta Median (5plitler Islancn
44 9999.0408 Integral ColoredlStamped 4" Concrete Median
41 9999.OD69 3" MomiEahle Ci�rb wilh 18" Gutter
4Z 9999.Oq16 Monolithic Median Nnae - Type 1
q3 999.9.00 i l Monolithic Median h[asa - Type 2
qq 4'949.4012 Monolill�ic Median bEose - Type 3
,}g 3213.0504 Barriar Free Ramp, Type M-2
q� 32I3.O5a6 Bantier Free Ramp, Type P-1
4� 32f3.0507 BarrierFeeeRamp,TypaP-2
qg 3213.65U1 Ban'ier Free Ramp, Type R-I
CkTY OV PDRT WORTH
STANUARD C4NSTRUCTION S!'ECIFICAT[OPF DOCUMENTS
Fonn Reviscd T0120f20
Unit of
3peciflcation Sectinn No. Measure
IWAY & DltAIi�AGE
p2 41 13 SF
62 �1 13 LF
02 41 1 S 5Y
Oz 4i 15 SY
02 41 l5 LE
42 41 13 SF
34 41 30 EA
3A 41 20 EA
34 41 20 pp
02 41 14 LS
Q2 41 f A EA
0241 lA LF
az a� ia �
02 41 14 LF
U2 4l 14 LF
02 41 14 LF
31 10 DO LS
31 10 00 EA
31 10 04 �A
3 i 10 00 EA
31 10 00 EA
31 Z3 ] 6 CY
31 23 23 CY
31 24 00 CY
31 25 �0 LS
02 41 15 SF
0241 [5 �
32 1123 SY
32 13 13 SY
32 12 16 SY
32 12 16 SY
32 121b SY
32 f2 I5 SY
32 ! 3 20 SF
32 13 26 5F
32 16 13 I,F
321613 LF
32 13 13 SY
03 35 13 SY
03 35 13 SY
32 1G l3 CS
32 ca i3 �,
32 13 13. fip
32 ]3 t3 EA
32 13 20 EA
32 l3 20 Eq
32 i3 2a EA
32 L3 20 EA
OD 42 93
BIO pROPOSAi.
Ynge I o£6
�idder's Applic��ion
Biddar's Proposaf
Bid Uuit Price Bid Value
ua�ili
3100 $1.20 $3,720.44
&10 $L60 $610A4
34750 $4.40 $139,004.00
684 $[O.QO $6,SQO,Op
9$5 $i.00 $9$5.00
1410 $1,40 $1,410.Da
23 $50.04 $1,I50.00
5 $300.00 $3,0�O.00
5 $2.650.00 $13,250.0C
S
1
35 $Z�0.00 $7
ll $300.Oa $3
2 $AOEiAQ '
2 $590.00 $1
OD $13.25 $66
p0 $14.2A $1,708
�p0 $3.1D $15
1 $52,D00,00 $52
fi20 $27.00 $1G
9050 $15.50 $6G7
�430 �'�
132U $3 ,0� $42
L320 $30,00 $39
5213 $60A0 5312
1060 $55.00 $58
1776 $6.75 $619
70 $ISS.00 $!
20 $,135A0 $S
50 $20.40 y
2 �1,9ao.au 9
9 $2,244.00 $I
13 $1,80D.00 $;
14 $1,850.4D $:
14 $2,(100.D0 $;
2 $2,040,00 '
10 $2.54R.00 �;
TRll+tl'E'Y BOULEVARo Pti1
C17Y PROlECT No. 16Z101
0
99 42 43
HID PROPQSAL
page Z of 6
secrior� oa aa aa
PRQP�SALF�RM
�h�li ��fC� �I�
Praject Item Information
Bidlist lEem Descriptian 1
Na.
qg 3213.0510 Barrier Free Ramp, Type G-3
Sp 3217.0141 4" SLD Pvmt Miarking HAS (Vl�
s� 3217.0102 6" SLD Phnt Marking HA5 (X}
52 32f7:0iO3 6"6KICFvmtMarkingHAS{'4V)
53 3217.0201 8" SLd7 Pwnt Marking FiP.S (Vr7
54 3217A40! IS" SLU PvmtMarki�g f3AE{W}
55 3217.0501 24" SLD Pvmt Marking HAE (VJ)
56 3217,1042 Lane Legend A�row
57 32 f 7.1003 Lane Legend DBi, Arrow
gg 3217.1OpA Lane Legend Only
9g 3217.2103 REFi. Raised Markea� "CY II-A-A
bp 3217.2164 REFL Raised Marker TY �I-GR
61 9999.0013 S" BRK Pvmt Markin$ HAS [W)
6z 9999.00 f 4 18" DOT Pvmt Markin� HAE (V1�
63 9999.0015 18" SLD Pvmt Marking �(Y)
64 9999.0016 24" SLD Contrast Pvmt Marking HAB
{y9 9999.0017 Lane ixgend Cantrast Word (Yie1d)
6B 49999018 Lane L.egend (Vl� Contrast flouble Aitow w12' Diameter
67 3441.4U01 Fimushllnstall Alum Sign Nfast Arm Mount
(g 3441,4003 Fvrnisl�llnstall Alum Sign Grv,uud Mount City Std.
�g 3441.400q FumislJfnstall Alum Sign Ex. Pole Moiml
�6 999g•0019 TXDOT Sign and Support TY SCH 80 (1) SA (U-B11�
71 O1T1.O141 Conslruc6on Staking
�Z 34T1.00OI Trafl'iC Co�tttal
73 3471.0002 Porfable Message Sign
7q 3305.O1U2 CaUiodic Protectian Test Station AdjustmeM
qs 3345.4106 Manl�ole Adjushnent, M�jor
�{� 3305.0107 Manhule Adjushnant, Minor
77 3305.0108 MisceUa�ieous Structute Adjustment, STA 105+38.45
�g 3305.0111 ValveBoxAdjushnent
�q 9999:6020 Propnsed Cathadic Protecl�on System Re-TesEmg
gp 9949,U021 Screeui�g Wall
g� 9999.0022 Retaining Wall (Temp Wall)
g2 9999.0023 Porlable I.aw PrafiVe Concrete Trsffic Barrier
gg 9999.002A Pecmanent Typ iII Bmricade
g4 9499.Oaz5 Consh'uction Aliowance
85 3349.7401 4' Drop lnlet
gg 3349.G001 10' Recessad in1eE
g� 3349.5002 IS' Curb Inlet
gg 33A9.0102 4' Manl�nle Riser
gg 3349.OU01 4' Stonn Junction Box
gp 3349.UOD2 S Stomi hinction Box
g� 3349.0003 6' Stomn Ju��ction Box
92 3349.0101 3.' Raund Maniio[e Riser
93 3349,1012 SA" Flaredkleadwall, 1 pipe
9q 9999.00SG Stonn Drain L'uie B Headwall, Statian fl+07
95 9999.U057 Siorm Drain Line B Headwsll, Station A+S.O
96 3341.6205 2b" RCP, Class Iil
g7 3341.0362 30" RCP, Class ill
CITY OF FORT WORTW
STANUAIiO CON5TRllCT[Oh' SPEC1FfCATION UOC[1t�NT5
Fomi Revised 20I2R120
�idde�'s �pplicatian
SpeciSealionSectionNo.l Unitqf Bid I
Measufe uaulil
32 13 20 EA 5
32 17 23 Ll7 720
3217 �3 L�' 7330
32 17 23 LF 2520
32 17 23 LF 2530
32 17 23 LF 204
32 17 23 LF 420
32 17 23 EA 37
3217 23 EA 6
3217 23 EA 2b
32 17 23 EA L4G
32 17 23 EA 83
32 17 23 LF 18�
32 17 23 LF 100
32 17 23 LF I I.0
32 17 23 LI� 1240
32 l7 23 EA S
32 17 23 EA 6
34 41 30 EA 2
34 41 30 EA 73
Sidder's Proposal
Unit Price 8id Valne
$1,850.00 $9 250.�0
��.ss ���2.oa
1
1
18.75
34 4134 EA 61
TxDOTb44 EA 2 $1
017123 LS 1 $15C
34 71 l3 Md 24
34 71 I3 WK 20
33 OS l4 EA 4
33 OS 14 EA 2
33 O5 14 6A 3
33 OS 14 EA 1
33 OS l4 EA 19
33 44 12 LS 1
02825 L�' 390
TxDOT 423 SF 22600
�'�OT 512 LF 4000
TsDQT 6120 EA {0
0o ao 0o is 1
33 49 20 SA S
33 44 20 EA 28
33 49 20 ER �
33491� Ep lE
33 49 1D EA 12
33 49 l� EA +
33 49 ltl Ep
33 49 10 E�, t
33 49 40 �A ]
33 49 40 �p ]
33 49 44 EA '
33 4l 10 LF 29G'.
33 bl 10 LF 22�
$SSfl.00 $11
$500.00 $2
�sao.00 ��
$406.00 '
1,0fl0.00 $1
$25fl.00 $4
s,oao.ao �a
$414.00 $161
$15.00 $339
E2S.00 $30U
$80p.0� $P
0,0�0.00 $SOC
�,SOO.OQ $3(
5,175.44 $144
6.450.00 $l:
$123,804.00 $123,800.00
$23,004.00 $23,000.00
$386.OG $1,145,2fi2.0.D
$403.a0 $90,272.00
TRiNl7Y RO[3L6VAIt➢ PHl
CITY PRO]ECT No. L02I01
$�CTION 40 42 43
PROI'OSAL FORM
�Nf� PRI�E �I�
Praject Item Iniarritation
us� .,���� Description
No.
9g 3341.0305 33" RCP, Class IlI
gg 33A1.0309 36" RCP, Class IiI
�pp 3341.04q2 42" RCP, Class III
�p � 3341.0409 48" RCP, Class III
�pz 3341.OSQ2 54" I�CP, Class IlI
103 =�341.Ob02 60" RCP, Class iV
1pq 3341.1305 Gx6 Box Culvert
�qs 3123.4101 Undassified S�ccavatiou by Plan
10G 3137.4101 Co�icrateRiprap
107 3I37.0102 I.arge Stone Riprap, dry
�pg 33fl5.011� Coiterete Collar
�pg 3305,0109 Trench Safery
llnit of
Speeification Section No, Measure
33 41 10 LF
33 41 10 LF
33 41 1D I,F
33 4l 10 LF
33 41 10 LF
33411Q LF
33 �47 10 LF
3l 23 16 �Y
31 37 00 SY
31 3'i 00 SY
33 Q5 17 EA
33 05 l0 LF
iJNIT II: WATElt
00 42 43
�Id PROP05AL
Page 3 of 6
�idd�P'� �epplic��ion
Bidde�s Proposal
B�d Unit T'rice Bid Value
uriit
893 $�117.00 $372,381.00
602 $432.00 $346,464.00
563 $4GS,Q0 $261,795.04
531 $492.40 5261,252,00
29Q �545.Ofl $IS8,050.00
g74 $582.0� $566,868.00
1804 $660.U0 $1,190,G40.40
1
$]00.00� $1
lA' 9g99`�26 36" DIP Water, C55 �.meedment wl .vecep[auie nacKcu� »,�,v �.
1975 $76G.00 $1,512,850.
�g* 9999.0027 3b" SteelAWWR C200 WatarPip.e(U.312" Wall), CSS 33 11 14 LF +4. �.- A�'1 [gi:l3
Embedment w! Acce table Backfitl 2345 ''� ��
2A* 9999.002$ 36" DIP Water, C55 6mbedmen! wl Acceptable Bac�ll 33 i 1 10 � lg� � �gq3.00 $1,610,973.
estrai�ied Joints
2B� 9999.0029 3fi" 5teel AWWA C200 Watar Pipe (0.312" Wa11}, CSS 33 1 I 14 L� �+� �f �► i�8 �/�,
Embedment w! Acce table Baak511 estrained loints 1541
3A'� 9999.0039 24" DIP Water, CSS Embedment w! AceepFable Bacldll 33 11 l0 � 55 $754.90 $41,476
Restrained 7oinls
* 9999.0031 2A" Steel AWWA C200 Watee Pipe (Q.312" Wall), C53 33 1 L 14 �. �� ��� �� �;�
�B Embedme�tl wl Acca lable BackGll estrained 3oints 55
4A" 3311,OOOl Ductila Iron Water �'ittu�gs w! Restraint {24" and 33 11 11 LS 1 $�,p0 $1
Ler er
qg+ 3311.40L1 SteelFitti�gs 33 ll f4 ],S 1 �r�
'" Coptractor to provide Unit Priee / Bid Vwlue tor ouly one of the pipe material alternatWes t'or [icros 1, 2, 3, ANA 4
DD 1VOT PI2QVID� UiV1T PRICE 1�ID VAGUE FaR EACIi ALTERNAT[VE
g 3305,12fl4 54" Casiag�Tunnel LinerPlata Sy Other Than Open Cut 33 OS 21, 33 OS 22 LF 282 S I,fi5090
( 3305.2009 36" (Steei or DI) Water CaRier Pipe 33 05 34 4F 282 $g8g•80
y 3311.0442 i2"PVCDR-f4WaterPipe,CSSBackfill 33T110,331112 � 251 $2fi6.00
g 3311.0452 12" flIP Watar, CSS Baak6ll 33 ! 1 1 � LF 58 $26b:00
9 3311.0242 8" FVC DR-14 Wafer Fipe, CSS Backfil! 33 11 10, 33 [ 1 12 LF SS $2+15.00
� p 331 I.0001 17uctile ]ron Water Fittinga w/ Restraint (20" and 33 11 1] �'�N 5 $1.04
Smaller)
1� 3312.SOOD 36"AWWAButtcr9yVaVve,wlVault 331221 EA 3 $�g9,000.00
L2 3312.300$ 24" Gate Valve w/ Vault 33 12 20 EA l $3T,900.00
13 33123005 l2" Gate Valve 33 12 20 EA 8 $2,300.00
�4 33123003 8" Gatc Valve 33 1220 EA 4 $1,300.U(F
� g 3312,1005 6" Combinatiorr Air Valve Asse�a6ly far Watcr 33 l2 30 EA 2 $29,204.fi10
16 3312.60Q3 8" Slow Off Valve 33 12 60 �A 1 $f9,4[fO.Ofl
�� 3312A1 l6 Connection to Existing 36" Water Main 33 f 2 25 �A 1 $11,000.00
� g 9999.0032 Coimectipn tp Existing 33" Water Main 33 12 25 EA 1 $31,400.00
1g 3312,0117 Connect�on ta Existing 4"-12" Water Main 33 12 25 EA 7 $560.00
Zq 3304.0002 CathodicPmlectioa 330412 LS I �30,006.00
�t 3344.O1Ui Tempora�y Watcr Services 33 Q4 30 LS 1 514,040,00
2� 0171.O1Q1 CunstrucNon 3taking Ol 71 23 LS 1 $25,00p,00
23 0171A192 As-SuiltSurvey 017123 LS 1 $5,000,0�
24 0241.1001 Water E.ine Groudng 0241 l4 �Y 910 $1R0.40
2g 3305.4110 CJUlity Maz[cers 33 05 26 LS 1 $I,SOQ.00
CfCY OF FORT WORTH
STAN�AR6 CON57'RIiCTfON SPSCIFLCATiON 60CUM6NT5
Fa�m Re�sod?QI20120
m
TRiNITY-[30UL$VAR➢ PH I
CIIY PROIECTri'o. 102101
DQ 42 43
BID PROPOS�
Fagc 4 oFfi
SECTION 00 42 43
pRpPQSALFORM
Ul�li �RI�� �l� �idd�r's �pplicai�ion
ProjackIte�n Infomiatian Bidde�'s Praposal
Bidlist Itam Unit of Bid Unit Price Bid Value
Description Spacification Section i+ia. �easure Quenti
No.
2( 9999,0633 Remove and Salvage 8" Water Valve 02 dl l4 �A 4 $15UAQ $600.00
�7 4999,OU34 Remvve and 5alvage l2" Water Va1�e 02 4 L 14 �A 2 $! 50.00 $300.00
Zg Q241.1356 Salvage 36" Water Valvc 02 4! 14 EA 1 $500.40 $560.00
2g 4241.1G02 [temova Concrete Watcr Vault 4241 14 EA 1 $1,000.00 $1,OOD.OD
30 3201.U400 Tempora�y Asphalt Paving Repair 32 Ol IB LP 2359 $20.00 $47,150,00
3.1 �301.0002 Fost-CC'CV Iespectian 33 01 31 L,F 4223 $2.00 $8,44G,0�
32 3305.0103 Expforatory Exca�ation of Existu�g UtUities 33 45 30 EA 9 $700.04 $6,340.06
33 3345.0109 Trench SaFely 33 OS [6 LF 4322 $0.01 $43.22
34 9999A035 VValer Allnwance 00 OU OC1 LS 1 $140,000.00 $]00,000.00
lfN1T III: TPW WATER & 5A�iI'TARX SEWER
� 331 f A142 b" PVC-T]R-lA Water Pipe, C55 Bacic511 33 11 10 LF 16 $211.U0 $3,376.UQ
y 3311.0452 12" DiP Watat, CSS Backfill 33 11 10 LF 177 $231,00 $40,887.09
a 333 f.4l 16 8" SDR-26 Sewcr Pipe, CSS Backfill 33 3 I 1p, 33 31 12, 33 31 LF 170 $159.0a $27,630.00
4 3331.4120 8" DIP SewerPipc, CSS Bacldill 33 1! 10 LF 437 $193.00 $&1,391.40.
5 3312.3002 6" Gate Valve 34 12 44 EA 2 $1,200.06 $2,AOO.QO
6 3312.3045 12" Gate Valve 33 12 20 EP. 2 $2,30U.00 $4,600.00
� 3312A117 ConnectioutoExistingh"-12"WaterMai� 331225 EA 2 $500.00 $1,400.�0
g 42A1.1015 Kenyo�rel2"WaterLine 624114 LF IS $15.04 $225.06
9 3312.0001 Fire Hydrant 33 l2 44 EA 2 $S,S00.00 $t 1,694,Op
10 3339.1001 4' Maid�ale 33 39 14, 33 39 20 EA 6 $5,200.00 �3 f,ZOD.00
1] 3339.1003 4' Exlra 17eptL Manhaie 33 39 10, 33 39 20 VF 9 $1 A7.40 $1,323.00
12 3305;Q]09 Trencit Safery 33 45 la LF 800 S6.fl1 $8A6
13 3301.0002Post-CC"�Vlnspectian 330131 L�' 607 $2.00 $1,2f4.0�
14 33D1.O101MauhnleVantmmTesdng 330Y3D EA 6 $20U.00 $1,200.D0
15 3305.011d L3tiliry Markers 33 45 26 LS 1 $500.00 $500,00
Y6 0171.41Q1 Constniation Staking 41 71 23 LS I $1.U0 $1.00
�7 0171.41p2 As-BuiltSurvey 017123 LS 1 E1.00 $L00
� g 9999.0036 Sewer Allowance �0 00 00 LS 1 $20,00�.00 $20,OOQ.00
iJiYIT IV: ILLUNIINATION Bc TItAFFiC SIGIVAL
j 2G05.U111 Fumishl��stafl Elec Sery Pedestal 2G OS D4 Ep 2 $6,500,00 $ l3,OQ0.90
Z 2605.3014 Z" CONDT Ith+i (Risar) 2b OS 33 Lp 45 $?5.00 $i,125.00
3 2605,3415 2" C01�FI]T PVC SCH $0 (T) 26 05 33 LF 172U8 $13.OD $223,704.0�
q 2605.3016 2" CONDT QVC SGH 84 {B) 26 45 33 LF 620 $31.04 $14,220.OQ
g 2645.3625 3" CdNdT PVC SCH SU (T) 2G OS 33 Lf' 330 $21.00 $6 930.00
6 2G05.3033 4" CONDT PVG SCF3 8� (T) 26 OS 33 LP 65 $23.00 $1,495.00
7 26.05,3034 4" COMDT PVC SCH &0 (B} 26 OS 33 LF 620 $36.40 $22,320.00
g 3305.0]03 Exploratary ExcavBUon ofFacistingi3tilities 33 03 30 EA 2� $20D.00 $4,400.Q0
g 3h41.1001 3-Sect Signal Head Assembly* 33 44 20 SA 17 $1,2U0.00 $29,400.00
�p 3A41.1011 Ped Signal Head Assembly 34 41 10 EA l0 $750.�0 $7,SOD.UO
il 3A41.1031 Audihle Pedestrian Pushbutton Sfatioi� 34 AI 10 FsA IU $780.60 $7,900,00
lZ 3A41.1215 Flunish/InstallHybridDetection System 3A 41 10 APR 4 $7,04Q.40 $28,040,40
13 3A41.1217 Fumisl�lli�stall Hybrid Detection Cable 3�141 10 LF 780 $2.00 $1,560,00
�.r� 3A41.1221 Fiunishllnstall Model712 Preemption Detector 3A 41 10 EA 2 $3,i50.00 $6,30d.00
� g �441.1224 FmnisWlnstall Preemption Cab1e 34 41 10 LF 375 $z.04 $750.00
1G 9999,0058 OfC 12 AWG Multi-Conducior Cahle 34 hl 10 LF 725 $1,00 $725.60
�� 3441.1309 21C 12 AWG Mulli-Conductor Cahle 34 41 LO L.F 1600 $2.04 $3,204.tl0
�g 3441, I310 MC 14 AWG Multi-Cvnductor CaUle 34 41 10 I,F G65 52.�� $f,734.0U
tg 3441.13115IC14l4WGNfulti-CanductorCable 344110 LF 59U $2.00 $1,18.O.D0
24 344 i.1312 71C 19 AWG MuIH-Condnctor Cabfe 34 41 10 i,F 27D $2.04 $540.40
CITY OA FORT WOR'IH TRiNl1'Y B011LEVARD PH I
STANDARP CONSTRIICFION SPECIFICATIDN➢OCUMEN75 ��y P[[pJSCT No. 192101
FamtlGrviszd2012tl120
00 d2 A3
BlD PAOPOSAL
pTgc 5 of G
SEC71�N 00 42 43
PROP�SALFORM
UI�IT F'�IC� �I� �idder�'s Applica�ion
Yroject ltem Infarmalion Bidder's Propasal
Bidlist item Unit of B�d Unit Rice Bid Value
Description Specificalioa Section No. �ea$� �ianii
No.
2� 344Y.13i41D/Cl4AWGMuIti-ConddctarC�bla 344110 LF 430 $4.00 $I,T20.OD
22 3441.1315 20lC l4 AWG M�dti-Cond�ctor Cabke 34 41 ] 0 j,F 745 $5.40 $3,975.64
23 3hA1.1322 3JC 14 AWG lVlulfi-Conductor Cahle 34 41 10 LF 1353 $2.00 $2,7] 0.00
24 3441.1�08 NO G jnsulatad Elec Condr 34 41 10 LF da $3.00 $180.00
�5 344i.1409 NO S lnsulated Elec Condr 34 A1 !0 I,F 36�5 $2.06 $7,210.U0
z(� 3347.1501 Gro�md i3ox Type B �3 4! 10 �p 2 $780.00 $1,56Q00
27 3441.1563GroundBuxTypaD,wlApran 344114 EA 1� $1,115.00 $I1,T5Q,00
Zg 3441.1641 Furoishllnstall S' Pedeshisn Push Butlon Pole 34 41 10 Eft 3 $1,300.D0 $3,9�O.Op
�q 3441.1603 ��unishllflstall 10'-10.' Ped Pole Assem6ly 3d 41 10 EA 3 $1,500.44 $4,500.60
3p 344i.1611 FurnishlyislallTypeA1 SignalPole 3441 iQ EA 2 $fi3OQ0.U0 $12,4D4.40
3{ 3441.Y613 Fumiehllnstall Type 43 Signal Pole 34 41 l0 EA 2 $7,790.00 $15,400.00
32 3442.] 6l4 FurnishlInstall Type 44 Signal Pole 34 41 20 EA l $6,5�0,00 $6,500.00
33 34A I.16.15 Furnish/insmq Type 45 Signal Pale 34 41 10 EA 1 $8,900.QU $8,900.04
3a 3441,1623 Furoisltllnslall Mas{ ,e,� 16' - 3b' 34 41 14 EA 2 $3,700.9U $7,400.00
35 3441,152+! Fu+nishllnstall Mast Ann 40' - 48' 34 41 10 EA 3 $5,109.00 $i 5,304.Q0
3fi 3442.162$ Furnisl�Install ]vfasf Arm 52' - fiQ' 34 4L 20 EA 1 $G,9Q�.40 $6,900,00
37 344L1701 TY l Signal Fo�mdation 34 41 10 EA 6 $1,360.00 57,800.46
3g 3441.I763 TY 3 Si�al Foundation 34 41 1D EA 3 $3,200,OD $9,&UQ.OU
3g 3441. L7Q4 TY 4 Signal Foundation 34 41 ]0 EA 3 $3,&00.00 $11,400.00
40 �442.17q5 TY S Signal Fawidation 34 41 20 EA 1 $4,200.40 $4,200.00
41 3A41.1715 Signal Ca6inet Fomtdation - 352i & BBU 34 41 tb EA 2 $�,20D.00 $G,4QO.OD
42 3A41.1725 Furuis��slall ATC Signal Cqnlroller - 2470 ATC 34 41 IO EA 2 $3,6D4,00 $7,200.00
43 3441.1741 Fwt�isWlnstall 352i Contrnller Cahinet Assembly 34 41 Ifl BA 2 $17,400.00 $34,800.00
qq 3441.1841 RRFS AssembIy Single Sided (Solar) 34 4l 10 Ep S $7,900.00 $63,20D.40
qg 344l.1843 RItI'B Assem6ly Double Sided {Sofar) 34 41 10 EA 4 $9,OOQ.00 $36,000.40
4b 3441.1901 Powder Goat Sig Po1e and MA ] G- 3G 34 A1 10 EA 2 $2,(1ti0,00 $A,UOD.09
47 3441.l902 Powder Coat Sig Pole and MA 40' - 46' 34 41 ] 0 EA 3 $2,600,00 $7,800.00
qg 3442.1903 Powder Coat Sig Pnle and MA 52' - 60' 34 41 20 �A I $330.66 $330.60
4g 3941.1904 Fowder Caat Ped Pole 34 41 lU �A 3 $244.OU $G0p.00
Sp 30.0.1. k945 Powder Coat Ped Pushhultan Pola 34 41 14 EA 3 $165.00 $495,00
g � 3441.2002 Dispose of Ftdl Traffic Signa! 34 41 l3 LS 1 $2,500.00 $2,500.00
52 3441.3DS l FtunislilT�istall L.E� Lighting Fixture {137 wakt ATB2 34 4 i 20 EA 5
Cobra Head} $525,4D $2,625.44
53 3441.40U1 Ft�mislillmslall Alum Sign Mast Arm Mfaunt 34 0.1 34 EA 13 $425.0p $5,525.00
54 9999•004Q install 4G LTE Cellutar a�id WiFi Communication 34 Al 10 �A �
Madem $1,900.00 $3,800.00
55 9999.0�4k FumishlI�utafl P'IZ Camera 34 41 l0 P.�1 2 $6,000.84 �12,600,40
5G 9999,AQ42 Fnmish/fr�sfall P1'Z Camera Cable 34 41 16 LF 205 $3.00 $G15.04
57 9999.04A3 Inslall Tr�c Signal Foundation Cover 34 4l i0 EA 1 $35D.00 $350.D0
g.g 3441.14d8 NO 6 Insulated E1ee Condr 34 41 1 � L.F 71 SO $2.00 $14,3G0.00
S9 3441.140� PFO 8 Insulated EIeC Condr 34 41 ]0 LP 5062 $2:OU $]0,124.b0
60 3.441.1410 NO101nsulatadBlecCondr 344114 LF 2lllS $1.U0 $21,118.OQ
61 3441.1411 �T� l2 Insulated Elec Condr 34 41 l0 I,F 19580 51.00 $19,580.Ofl
62 3441.3312 Conlact Enclosure, Pad Nlaunt 30. 41 20 EA 4 $6,448.0� $25,992.00
63 3441.1501 Groimd Sox Type B 34 4 i] 0 EA 106 $900.60 $45,400.00
�q 3443.3302 Rdwy Illmn Fotmdation TY 3,5,6; and 6 34 41 20 EA 48 $1,500.00 , $72,00�.44
G5 a441.3037 FumisWlnstal! 10' - 14' WasLington Stajidard Light Pale 34 41 20 EA 153 $3,925.U0 $G9U,525,OU
!� Fixtura LED
66 3441.3332 FiunishfLnstall Rdway Illuui TY 18 Poke 34 41 20 EA A3 $2,700A� $116;100.00
67 3441.3303 Rdwy111nuiFoundationTY7 344120 EA 153 $�.300.U0 $198,900,00
Cl'iY DF FORT WORTH �N�7y 80[7LEVAR� PHI
STANnARD COtdSTRUCTION SAECIFlCATIUN DOCUMENTS C11'1 PItO}ECT No. 1D2191
Fami RC�isud 261 Efl120
00 A2 43
Blb PIt6PO5AL
Page 6 of 6
SEC710N 00 42 43
PROf'OSAL FORM
l��li �RI�� �I�
Project Item infarmalion
BidGst Item Description
No.
6g 3441. i632 Type 33A Amti
3441,3030 FumisldCnsfall LSD Ligltiting Fixture (70 watl ATBO
�g Ca6ra Head)
7� Holiday 1Juplax Quflef 7unctian Box - Commercial Eleetrie Yz iq I
gang 3 hale WeatherproaiBox
fioliday Dupleac Duplex Fixture - 15AMP l25 Vvlt �uplex 5e1f Tesi
71 Tamper ResislariUWeatlser Resista�it GFCl fhnfat, C,ray
Holiday Duplex Outlet Fixture Caver - Commercial Eleclria elear-
7Z 1 gang extra duty uon metallic weatherpmnf horizontal and vertical
receptacle cover
73 Holiday Duplex Oullet Metal stake (24" I,ong) Biuied Minimum af
14"
UNI'C V: LAN
� 3293.4106 P1ant 6" Trea
2 3293.OI09 Nla��t 4" Tree
3 3293.0193 Plant 3" Tree
4 3241.010.0 Tupsail
9 3292.0100 Black Sod P4acement
g 3292,U200 Seeding, Broadcast
� 9494,0041 Plant l gaE. Shrub
g 9949.0042 Plant 3 gal. Shn�h
g 9999.6043 Plant 5 gal. Shrub
10 9949.00A4 Plant 7 gal. Shnib
11 9999.04A5 Plant 25 gal. Shrub
l2 99.99.004G Plant 3 gal. Ortiumentai Gxass
13 9999.Op47 Plant 5 1. Omaznenta! Grass
14 9999.404$ Plant4" Pat Groundcover
�� 9999,dU49 Pla�it 3 gal. Grouudcover
16 9999.005p Pfant 5 gal. Grotmdcover
17 9991•0p51 River Rack (3" �epEh)
�g 9999.0052 Plant Sedding Mi�c (12" Depth)
�g 9999.0453 1' Wide Concrele Mow SUip
Zp 9999.0054 Slvedded Hazdwaod Mulah (3" Depth}
21 9999.0055 Irrigatian System Allowance
�idd�r'� Appli��tion
BiddePs Propasal
S�iecification Secrion A1a. Unit of B�d U�t Priee Bid Value
Measare Q��antf _
34 4120 EA $6 $370.00 $31,820.OD
3a 41 20
EA S6 $400.OQ $34,900.00
2G OS 00 � t9
$ I SQ.Ofl $3,424.4D
26 OS 00
�A 19
$140.40 $2,660.00
26 OS 06
LA 19
$75,00 $1,425.�D
26 QS 0� �A 19
$lOD.40 $1,400.00
SCAPE &IRRIGATION
3293A3 EA 6 $2,050.00 $12,300.00
32 93 43 EA G7 $g45.00 $56,615.00
32 93 43 EA 110 $395,00 $43,A50.00.
32 91 19 �Y 17A0 $33.00 �57,A20.U0.
329213 SY 1U825 $3.i5 $34,U98.73
329213 SY z0240 $1.25 $25,250,04
324343 EA 123 $T.00 $86i.00
32 43 43 EA 866 $19.55 $16,93�.3�
32 93 43 EA 1211 24.50 $29,669.SQ
329343 EA 27 95.00 $2,SG5,00
32 93 43 EA 33 215.00 $7,095.00
32 93 43 EA 225 15.54 $3,487.50
32 93 43 EA 385 17.25 $5,641.25
32 93 43 EA 368Q 1.i5 $�},232.fl0
32 93 43 EA �90fi 17.50 $50,855.00
32 93 43 EA 3453 20.25 $69,423.25
32 93 43 SF 9531 S.SR $52,42fl.50
32 93 43 CY 2412 47.50 $114,570�40
32 93 43 Li' 374 25.00 $9,250,p4
32 93 43 CY 6Q2 45.D0 $27,090.00
32 93 43 �,g f 400,600.00 $400,000.00
EN� OF SECT1f3PE Totxl Bid $22
22�p,(�1(B,$�
CITY OF FORT WURTH
STANUARU C4N5'fRUCT10N SPECSFfCAT[ON �OCUMENTS TRTNITY BOIILEVARo PHI
Fami lWvisud 2012072tl CITY YRO]ECT No. 16� 101
Op 4313
Blb BONiI
Page a af 'i2
S�CT[ON 0114313
8!D SOND
FCNOW ALL BY TH�S� t'RESE�T$:
l'hatwe, S_J. Louis Construction of Texas, ttd. , known as
"Bidder" herein and �iberty Mutual Insura�ce Company a corporate suretyr
duly authorized to da business in the State of Texas, known as "Suret�f' herein, are held and firmiy laound unto the City
of Fort Workh, a rnunicipal corporation created pursuartt to the faws of Texas, known as "C[t}r' herein, in the penal sum
of five percent (5°Jo) af Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Warth,
Tarrant County, Tejca5 far the payment of which sum wel{ and truly to be made, we bind ourselves, vur heirs,
executors, administrators, successors and ass9gns, jvintly and se�eraliy, frmly by these presents.
WHfR�AS, the Principal has s�6mitted a bid ar proposal to perFarm Wor'ic fnr the fiallowirtg project
designated as Trinity Boule�ard Rhase 1
from 1.H. 826 to Salado Trail
NOW, TH€R�FOR�, the condition of this obligation is such t�at if the C9ty shall award
fhe Contract for tF�e foregoing prajeot ta ths Principel, and the Principal shall satisiy a11 requirsments and condifions
required for t�e axecution of the Contract anci shall enter 9nfo ihe Contract in writing with khe City in accordance with
the terms af s�ch sama, then this obligation sE�all be and hecame null ancf void. lf, however, the Rrincipal fails fa
execute such Cantract in accordance with the terrns of same or fails to satisfy all requirements and conditians required
for the execufron of the Contract, this 6ond shail becar�'�e fhe properfy ni ihe City, w9thauk reoourse of the Princlpal
andlor Suraty, not to exceed the penaliy hereof, and shall be used to compensate City for the difference between
Princlpal's total bid amount and the next selected biddar's total b9d amo�n#.
RROVl9�D FURTH�R, that if any legal action be fiied on this Barid, �enue shall iie in Tarrant County,
Texas or the United Stafes District Court fnr tha Nnrfhem Districf of Texas, Fort Worth �ivision.
1N WiTIdgSS WliEREOF, the Principal and #he Surety ha�e SIGNED and SEALED khis inst�ument by
duly authorized agents and o�cers on this the 30th day of Se�tember_ � 2021 •
PRINCIPAL:
J. L uis n i o as Ltcf.
BY:
gnature
ATTE57: _
I,� IL'.6 ��L �'�
Witness as o"ncipal � Name and Tif�e
TRINIIY BOUL�VAR� PH1
CITY OF FORT WORTH CITY PROJ�C'f No. 9021U1
STANDAR� CONSTRLlCiI�N SPECfFICA710N C10Cl1MENT5
Farm Revlsed 20971 t09
00 4313
B1Q BDND
Page 6 ot 12
��� � � � �x ���
Wifness as io Sure
Attach Power of Attarnsy (5uraty) for Attomey-in-�act
Address: 520 Sauih 6th Avenue
Mansfiielc� TX 76063
��1.�tE
Libert Mutual lnsurance Com an
BY: �' - _ _ � _ �
gna ure
Heather R. Goe fel Atto e-in-Faci
Name and Tiiie
Address: 84Q0 Normandale L.ake Slrrd. #9 70a
Telephone Number: 753-302-7159
'�Note: If signed by an oifcec of the Sure#y Company, there must be on file a certified extract from the by laws
showing #hat ti�is person has authority to sign such abliga#ion. ff Sure#y's physical address is different from
its mailing eddress, 6oth musi be provided. The date ofi the bond shall not be priar ta fhe date the Contraet
is awarded.
END O� SEC.TIQN
CITY OF F4RT WORTH Tl�If�ITY BOULEVARn PH1
5TANDARD CONSTRUCT[ON SPECIFICA710N OOCUMENTS C1TY PROJECT Na. 1Q2t01
Form Revlsad 2D171109
S�r�� �cl�����e� �.��t
State of Minnesota
} ss.
Caunty of Hennenin _�.
On this 30�' day of Saptember 2021 be�ore me persanally came Heather R. Gaedtel, to
nae �Cnown, who being by me duly sworn, did depose and say t�at she is the ALtorney-in-Fact of
Liberty Mutual �nsurance CompanY described in and which executed the above ins�hvment; tlaat she/he
knows the seai of said crnporation; that the seal affixed �o said insi,rruments is such corpoxate sea1, tha# it
was so a�ad by order of the Board of Directors af sa.id corporatioza, and that she/he signed 1�er/she/his
name tn it by like order.
.
�f�"��Sr+� N 'O CRTHERINE LANGER
r�^"' •F4,
g�'�` Noiary Public
`3""}'�`�'�;� �inr�esota
��;`�.� Y' My Cotnrniss4on Expires
���.-.���
'�;.,��,.� ��n 31� �Ux�
���i�
��a.t��.
SUR�TY
This Power of Aktorney limits the acts aithase named herein, and they have no aatharity ta
bind the Company excepY in the manner and to the extent harein stated.
Liberty Mutual lnsurance Company
7he �hio Casualty Insurance Company
WestAmerican Ins�rance Companq
�@VV�I� 01� 1��'i�R1��Y
Certificate No; 8245982-79dOb3
KNDWN ALL P�R50HS BY THESE PR�CSENTS: That The OE�io Casually lnsurance Company ls a carporation duly organ9zed under ihe laws of the State of iVew Hampshire, thaE
Libedy Muival Insurance Company is a corparalion duly organized underlhe �aws of the State of Massachusefls, and West American Insurance Company is a carporation duly organized
under the la+Hs of the Stafe of Indiana (herein caflectively caued the °Companf�"}, �ursuant � and hy autharily herein set fo�, does hereby name, constitute and appoint, Blake 5.
�oh1i ; Brian A. C �er; ' Dlmstead; Heather R. GaedteE; 7essica Hnff; TCefl Nicole En ser; Michelie Hatter, Nicole Langer; l.aurie Pflug
all of the aty af Blaomin�ton stefe ai MN eaah indi�dually if Utere be mare than aRe named,lts true and lawful attomsy-in fact to make,
execute, seal, acknowledge and deliver, for and an i�s behalf as sureiy and as its act and deed, amr and a!l undertekings; 6ortds, recognizances and oi�er surety obEigatians, in pursuance
of these presents and shall be as binding �pon the Companies as it t�ey haus been duly signed by �he president and attested by the secretary of the Cam�anies in iheir flwn proper
persons.
IN WITNE55 WliEFiEOF, thia Pawer of Attomey has heen subssrihed by an authorized officer or afficiak of the Cnmpanies and the carporate seals af the Companies have been affixed
thereto this 1Sth day of 7uiy , 2021 .
u �
o�
a� �
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E�
Li�erly Mutual Insurance Cpmpany
►Nsu� tr iNs� � �Ksu� The Ohia Casual#y lnsurance Campany
�� "Q°'r�r-''t'n �a�o4PO'+�r�s� .c�Pco�°'�er'�'��, WestAmencan Insurance Campany
� s'�' btn Q$ `�o[� � a �°om
1912 a o 1919 cm, � 19J9 0 ��y�
d� ssacxus�.da ���HaMa�`�� �O '�s 'hnmx°' a� `
s,� * *`' �'y.c * �� 3� * ��' gy� f"
- David M. Carey, Assislant Secretary
Stete afi P�NNSYLVANlA ss
Counry af MONTGOMERY
Qn this 15th day of July , 202I befare me personaily appeared David M. Carey, us�ho aoknowledged himseff io be the�issistant 5ecretary of Liberty �lutu�l Insurance
Company, Tha Qhio Casuafly Gompany, and West American Insuranca Company, and lhat E�e, as such, being authorized so to do, exeeute the fioregoing instrument (ar the purposes
therein containeA by slgning on behalf of the cnrporations hy h[mself as a duly autl�orized af�oer.
IN WITNESS WHEREOF, I hava hereu�to suhscrihed my name and af�ix�d my noiarial sea! at King of Prussia, Pennsylvaoia, an t�e day and year firsE above writien. �
i
�.p� P:4g
4r aW� TE` CommonweaSthafPertnsylvanfe-Notery3eal
�w����� ��� � Teresa Paelslla, h'olary Public � � �
Montgomery Counly ��
0� My commissiun e�hes Ma�ch 28, 7A25 �y; �
Commisslan num6er1i2BP44
/(i�VP�'�Ct Mem6er, Pennsylvan�a hseadaGon of Nalerisa eresa Pastelia� �0�2Tj/ Pl1b��C
or�� ��,.
7hls Power of Rttomey is made and sxecuted pursua�t ka and by authariiy of the fafiawing By-laws and Autl�orizatrons of The Ohio Casua{fy Ensurance Company, Liberty Mutual
� Insurance Company, a�d WestAmerican Insurance Company which resolutions are �aw in (ull force and effect reading as #allows:
ARTICI�� N— OFFICER5: Sectlon i2. Power oiAttamey.
Any oAicer ar other o(flciaE of the Car�oratlon authorized far that purpose irt writlng by lhe Chalrman or the President and subject to such limitation as Ihe Chairman or the
Presitlent may prescribe, shall appoink sueh aitomeys-in•fact, as may 6e neoessary to act in 6ehalf of �e Ca�poraUon tv make, execute, seal, acknou�ledge and deiiver as sursty
any and all unde�takings, bonds, recognizances and ather sureEy abTigatlons. �ch attomeys-in-facfi, suhject ka the Bm9tatlo�s set forth in lheir respective powers ofi attomey, shakl
have full power to hind the Corparatian by their signatu�a and execution of any such instrumenls and to aihach thereta the seai of tl�e Gorporafinn. Wi3en so executed, such
instrumenls shall be as hinding as if signad hy the President and attested to by t�e Secrekary. Any power ar aut�onry granted to any representative or altamey-in iact under the
provisions af Ehis artide may hs revofced at any tlme by the Soard, lhe Chafrman, tha President or by the officer ar officers grantlng such po�uer ar autha�ity.
ARTICLE x[li —�cecutian of CoRtracts: Section 5. SureEy Bonds and ilndertakings.
Any afficer of the Company authorized for that purpose in wdbng by the chalrman or the president, and subJect to such limitativns as ihe chairman or the president may prescrihe,
sha11 appaint such attom�eys-In�fact, as may be necessary to act in behalf of the Campany lo make, execute, seal, acknowledge and deliver as surety any and all undartakings,
bonds, reeognizances and ather s�rety abligaHons. Such attamays�n-ia�t suhject ta �he limitations set torth in iheir respecdue powers af a�omey, shail have (uf{ power to b[nd the
Company by their slgnature and execut�an pf any such instruments and to attach therelo the seal af �he Cnmpany. When so exeeuted such Iastruments shall be as binding as if
signed by the president and a�tested by ihe secfetary.
Certiticate of Designatiun —The President o(the Company, acEing pursuant ta the Bylaws oFt�e Company, authorizes pavid M. Carey, Ass(stant Sec�efary ta appoint suah attameys-in-
fact as may be necessary to act on behelf of ths Company ta make, execute, seal, acknowledge and def9ver as surety any and all undertakings, bonds, recognlzances and oiher suraty
abligetions.
AuthorizaiEan — By uoanimaus sansent of the Company's Board nf Directors, lhe Eompany consents that facsfmlle vr mechanically reproduced signaiure of any assistani secretary af t�e
Company, wherever appearing upon a cer�iiad cupy of any power of attomey Issued by the Company in conneetivn wElh surety bands, sha11 be valid and binding upon fhe Company with
ihe same force and effect as ifiough manually affixed.
I, Renee C. Llewellyn, the undersigned, Assistank Secretary, 'The Ohin Casuai[y Insurance Campany, l3berly Nlutual lnsurance Company, and West Ameri�an ]nsurance Company do
hereby certity that �he ariginaf power of attomey af whlch the foregoir�g is a full, �ue and colrect copy nf �he Power nf Attamey ea�ecuted by saEd Campanles, is in full force and effect and
has nat been revoked.
i�1 T�5TIMONY WH�R��F, I have here�nta set my hand and ai�xed Ihe seals of said Companies this 30th day of Septernbez , 2D21
1NSU ���f INSL a 5513��
J oaPo �?� J�' ��R,� �Qy 4P�p�'°�v�'�'t,
�`� ��'`� �'fi c� 3'� �O m w�` a te �
1912 Q o'�919 � o a 1594 0 ��
B.
7y s's �, � y�. � � y. y.
¢� `p4CHU5 a d NAGIP�,aa �(S1 �f,tNp' .aD Re��e C, Llewellyn� S�$t�t.S��B�fy
9j� * �� �p� * �,�a 3,p * �,�
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LMS-12873 LMIG OCIC WAIC Mul�€ Co p2l21
ao qs s7
VENDOR COMPLIANCE TO STATE LAW
Page 12 of 12
SECTION 00 43 37
VEND�R COMPLIANCE TO STATE LAW NON I�ESID�Ni BIDDER
Taxas Governmeni Cade Chapter 2252 was adopted for the award of contracts ko nanresident bidders. This law
provides that, in order to be awarded a contract as law bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outsit�e the State of 7exas} bid projects for
construction, impro�ements, supplies or services in 7exas at an amount lower than tha lowast Texas res[dent
bidder by the same amoun# that a Texas resident bidder would be required to underbid a nonresident bidder in
arder to abtain a camparal�l� contract in the Skate which the nonresident's principal place of buslness is locatec�.
The a�prapriate blanks in 5ection A must be filled out by all nonresident 6idders in order for your bid to meet
specifications. Tha failure of nonresidenf bidders to da so wil[ automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. �Ionresidenk biddars in the Staka of �;st�ie I le��,�r E�lai�k , s�ur principal place o# business,
are required to be "�� i�ieee percent Iower than resident bidders by Stake Law. A copy of the
statute is attached.
Nonresldent bidders in the State of ;�lat� Here or �3��rik ; our principal place of business,
are not required to �nderbid resident bidders.
B�. The principal place of busin�ss af our company or our parent carrmpany or majority owner is
in the State of 7exas, 0
BIaD�Fi:
S.J. Louis Construction of Texas, Ltd.
520 South 6th Ave
Mansfield, Texas 76063
By: Adam Lunsfard
. --
Signature)
Title: Vice President
Dafe: 09/30/2021
END �F S�CTI�N
CITY OF FORt WORTH
STANDARD CONSTRUCTIDN SPECIFICATION DOCUNfENTS
Form Revisad 20110627
TRINITY 6011LEVARD PH'f
CITY PROJECT Na. 1U2141
oaasz�-i
HT]]17ER5 PREQUALJFIGATIOI�IS
Page 1 nf 2
sECTTON oo �� xz
2 BIDDERS PREQUALIF�Cr1TZONS
3 1. Summ.ary. AII contractors are requzred ta be prequa�ified by tlae City prior to subrm.i_ttiwg
4 bids. To be eligible to bid the cont�actor must subzn.it �ection p0 45 12, Prequalificat�on
5 Statement fox �1a.e woxk type(s) Iisted wath their Bid. Any contractoz or subconiractor w�o is
6 nat prequtalified for tha warl� type(s) listed mus� suiazzait Seciion 00 45 13, Bi.dder
7 Prequalif'icatiion AppIication in accardanca with the requirements belaw.
8
9 'T�e prec�ualification pracess will establisl� a bid limii based on a tecb.�zcal evaluatian and
10 financial analysis o�the coniractor. The info�nation must be subaaaitted seven {7) days prior
11 ta the date of the op�ning of bi.ds, For example, a con#'actor wishing to submit bids on
12 projects to be opened on iiie 7th of April m�ust file ihe i�n.fo�ation by the 31st day af March
13 in order to bid on these proj ects. In order to expec�ite and facilitate the approval of a Bidder's
14 �requalificatian Application, the �ollowing must accompany t�a subm.i.ssion,
15 a. A camplete set af audited or reviewed fivancfal statements.
16 {1) Classi.fiedBalance Sheet
� 7 (2) Income Statemeni
18 {3) Statement of Cash Flo�vs
19 {4) Stateznent of Retained Ea�nn.izags
2D (5) Nates io tlie Fina:n.cial Statements, ii any
21 h. A certified cnpy of the fi�m's organizational documents (Corporate Charter, Articles
22 n�Incarporation, Articles of Orga�arzation, Certificaie of �'ormation, LLC
23 Regulation.s, Certificate o�Limi.ted Pa.t-t$ership Agreement).
24 c. A corr�pleted Bidder Prequalificat�on Application.
25 (1) The fitm's Texas Taxpayer ldentification Number as issued by the Texas
2b Cnmptraller of Public Accat�nts. To obfain a Texas Ta�payer ldent�.cation
27 numb.er visit the Texas Compiroller of Publzc 1�ccounts anlin.e at the
2g fnllowira.g web address 'w�rw'.vvindow.state.tx.usita��aez-mit/ and fil� out the
29 applzcation �o apply for your Texas tax ID.
30 {2) The firm's e-mail address and fax. nu�nber.
31 (3) The fnm's DLTNS number as issued by Dun & Bradstreet. This number
32 is used by th� City for required rre�orting an Federal Aid proj ec�. Tbe DTINS
33 number m.ay be obtained ai wwr�r.dzab.com.
34 d. Resu�es reflectin.g the ebnstzuc�ian experience oithe prrznczples of the firrn fox frms
35 sub:aruttTng iheir initial p:requalification. These reswa�es should inciude the size a�d
35 scope of ihe wax� performed.
37 e. Oth�r in�'ormation as xequested by the City.
38 �. Prequali�iication Requirenaents
39 a. Finar�cial Statements. �'inancial siatexnent submission musi be provided in
40 accordance with the followzb.g:
41 (1} The City requires that the original Fir�ancial Statement or a certified copy
q:2 be submitied %r cansideration.
43 (2) To be satis�actory, the fina�►cial staternents rnust be audited or reviewed
44 by an independeni, certified public accouni��.g �m regisiered anc1. in
45 good star�dzng in any state. Cuxx'ent Te�as �tatu.es also require khat
4S accaunting firms perforxn.zug audits or reviews on busi�ass entities vcrithin
4� the State af Tea�as be properly lxcensed or xegistered. with �hc Texas State
q.g Boarrd of Public Accountancy.
CITY OF FORT WO1tTH TRINITY BOULEV.ARD 1'HI
STANDftRp CONSTRLTCTIdN SPECIFICATIO�I DOCTJM�NT'S City PmjectNo. 10210i
Revised 3u[y 1, 2011
004511-2
BIDDEI2S P�QUALIFICA.TIO iN3
Page 2 of 2
1 (3) The accounting firm should state in the audit report or review vvhether
2 the cantractoz• is an individual, corporatian, or limiied liability company.
3 (4) Fi�ancia� Sta.�:ements must be preser�ted in U.S. dollars ai the current rate
4 of exchange of ihe BaIance Sheet date.
5 {5) The City will not �ecogz�ize any certified public accaun�ant as
6 independent who is not, in fact, i�,dependent.
7 (6) The accoun�t's opinion on the financial statements of the co�.iracting
8 company should state that the audi.t o� review has been conducted in
9 accardance with auditing standards generally' acc�pted in th� Unit�d
10 �tates af AAriaez�ca. This must be stated i.�a. tk�e accouuti.tag �z�'s opinion.
11 It should: (1) express an �unqualified apinion, ar (2) express a qualified
12 opinian on the statem�nts taken as a whole.
I 3 (7) The Czty resezves th.e rig�it to requue a new �#a#ezne�t at axay ti�e.
14 (8) The financial staiement must ba pzepared as of the last day of any month,
15 not mnre than one yeax old and must be on file wi� tlie City 16 months
I6 tJaerea�te�, iz� accordance witkf �a.ragraph 1.
17 (9} The Ciiy will determine a cantracl:or's bidding capacity for the purposes
18 of aw�rc�ing contracts. Bidding capacity is detel�niu�d hy mul�iplying t11e
19 pasi#ave r�et vvork�ira.g capital. {waxk�ug capital= cura•ent asse#s — current
20 liabilities) by a factor of 10. Only those statemen#s reflecting a posi.tive
�7 net wnrking capital position will be considered satrs�actory for
22 prequalificatzon purposes.
23 {� 0) In the case t.hat a bidding date falls within the time a new financial
24 statemen.t is bein.� prepar�d, �kie previaus stateznent sb.all be updated with
25 proper vexification.
2b b. Bidder Prequalificaiion Applicaiion. A Bidder Prequali�ication Application must be
27 submitted a1o�g wzt�a. audited ar revzewed fi.nancial stateme�ts by fums wishing to be
28 eligi�le to �id on alI classes of construction and maintenance pr�ojeets. Tncomplete
29 Applicatians will be rejected.
30 {1) In those schedules where there is nothing to re�ort, t�e notation of
31 "Nane" or "NIA" s�ould be inserted.
32 {2) A xnznizn.una af five {S) xefe�rences o�related worl� Ynust be provzded.
33 (3) 5ubmission of an equipment schedule which indicates equipment under the control of
34 the Contractor and wl�ich is related ta the ty�e of worlc for which the Contactox is
35 seeking prequal�ficatian. The schedule must include the manufact�xz�er, model and
36 general common descri.pt�on of each �aiece af equipment. Abbrevia�ions or m�ans a�
37 describing equipznent other tb.an provided above �ill no.t be accepted.
38 3. Eligibility to Bzd
34 a. The City shall be the sole judge as to a contractor's prequalification.
4q b. 'I'k�e City zxzay reject, suspend, ar zx�adafy aaa�y prequali�Zcat�an foz fazluxe by tb.e
4I cant�actar to demons�trate acceptable financial ability or perFormance.
42 c. The Ciiy wil� issue a letter as to �h� staius of the prequalificatiQn appxo�al,
43 d. If a contractor has a val.i.d pxequalz�eat�on leiter, tb.e contractar wi11 be eligible to bid
�4 the �arequalified wor1� rypes unti� the expiration date stated in �he letter.
4S
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END OF SECTION
CITY OF FORT WORTH
S'i'.ATfAARii CONS'I'ktUCTION SP�.CIFICA"I'ION DpCtJNlENTS
Revised Iv[y ], 2011
T`1tIN�TX H OULEV'ARD PH 1
City ProjecCNn. 102301
aa 4s iz - i
PREQUALIFICATION STATEMENT
Page 1 of 1
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SECTION 00 �512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by
identifying the p��equalified conttactors and/or subcantrac�ors whom they intend to utilize for the
major work type(s) listed.
Major Work Type Contractor/Subcontractor Prec�ualification
Com an Nazne Ex iration Date
W.� TER DISTRIB U�'"ION, URBAN �IND
}�ENEWAI, 12-INCI�DI.4METER AND S.J, Lnuis Construction nfTexas, I.t . 0413�122
SM�4.LLER
SEWER COLLECTIONSYSTEM,
URBAN/REI�TEWAL, 12-Ii'VrCHESAND 5.7. Louis Construetion of Texas, Lt . 04I3D122
SMALLER
ASPHALT PAVING
C�NSTRUCT�O�/RECONSTRUCTION TL�' ���•_- �='�• 4+���' ��
(LE�SS THAN 1 S, 000 S UARE YARDS
CONCI�ETE PAVING ' � � �
CONSTRUC�'ION/RECONSTRUCTION -
(I S, 000 SQUARE YARDS' r�ND �`�°`-N `�1 ` 1��
GREATER � �' � iba� � � �il�►• � g'�.
RDADWAY�4ND PEDESTRIAN �� ��s����sj�, �@I��� _'
�,IGHTING
TUNNELING OR ATJGER BORING -
54-INCHES.�ND �MALL__ER, 350 LF 5.7. Louis Constructian of Texas, Lt . 04{30122
AlVD GREATER
WA7'ER TRANSMISSION, UR�ANAND
RENEWAL - 36-INCHE,S�ND 5.7. Louis Construction of Texas, Lt . 0�F/30/22
StYf�4LLER
The undersigned hereby certifies tllat the contractors and/or suUcontractors described in
tl�e table above are currently prequalified for the wark types Listed.
SIDDER:
5.7. I.ouis Construction of Texas Ltd. By: Adam Lunsford
Company (Please Print)
_r
520 South 6kli Ave Signature:
Address w
Mansfield, 'T'exas 760G3 Tit1e: Vice Prasident
City/StatelZip (Please Print)
Date: 09/30/21
23 END OI' SECTION
CITY OF FpRT WORTH
51'ANf]ARD CONSi'RUCTI03V SPECIFICATION 170CUMENTS
Revised luly 1, 2011
TRINITY BOULEVARD PFIl
CITY Ali07ECT No. 102 i01
WRITTEN ACTION
OF THE GENERAL PARTNER
OF S.J. LOUIS CONSTRCICTION OF TEXAS I.TD.
TAKEN IN LIEU �F A MEETING
The undersigned being the Gen�ral Partner of S.J. Louis C�onstruetian o£ Texas Ltd, a Texas
lirnited partn.ership (tlae "Cornpany"), pursuant t� the authority contained in the Texas Business
Orgaa�izations Code, in Iieu of holding a meeting to consider the same, do hereby approve and
adopt the following resolutions and actions ef�ective as of Septemher 4«', �018,
NOW THEREFORE BE TT RESOLVED, that tlae follow7ing p�rsons are hereby eiected as
officers oi this Company, �o hold the offiaes set forth apposite tlzeir respective names until their
successors have been elected and qualified:
3am�s L. Schueller
Le� V. Whitman
David Dic�Cersan
Lucas Menehroker
Peter Stahl
Ada� Lunsford
dustin Whitman
Curtis Ostrander
Donald Meyer
Philips J. Vallakalil
Jim Smith
Pcesident/Chief Manager
Executive Vice President/General
Ma�age�r
Vicc President/Sauth Texas Area.
Manager
Vice President/Houston Area
Manager
Vice President/Construc#ion Managex
Vice PresidentlCons#ruction Manager
Vice President/Gonstruefion Manager
Vice PrasidentlConstructian Manager
Chief Financial Officer 1 Secre#ary 1
Treasurer
Secretary/Treasu�rerlGeneral
CounsellContracts Director
Vice President of Equipment and
Trucking
RESOLVED FURTHER, that the Presfdent, Executive Vice President and Chief Financial
Officer are hereby authorized and empowered to sign $[1 docurnents necessary for the pe�formance
af the business of S.J. Louis Construction of Texas, Ltd.
147483/vl
RESOLVED FURTHER., that Philips J. Va11a1calil, as Secretary, David Dickerson, Adarn
Lunsford, Justin Wlutman, Cuxtis Ostranc�er, Lucas Menebroker, and Peter �iahl are here6y
authorized and empowered to sign Construction Contracts, Canstruction Bids, Construct�on
Bands, final pay estimates and all other doeuments nece�sary ta construct at�d manage construction
jobs for the Company.
RESOLVED FURTHER, that this written action supersedes all prior appoin#ments of
officers and resolu#ian� addressing succession of such afficers.
RESOLVED �URTHER, that all prior signature autharizations a�re hereby superseded in
their entitety by this written ac�ion and are no longer of any fozce or effect.
RES4LVED FURTHER, that all vf the acts of officers of ihe Cornpany, whetlaer heretofore
and har�after taken or done, ttiat are consistent with the purpose and iz�tent oithese resvlutions are
hereby in a�l respects authorized, approved, ratified and co�n�rmed.
GENERAL PARTNER
cr�i�, LLC
�... . . ��
� '` �� �
� _��, c� - � ,
w ,f� , �_.-.,�" , r_.v ~�-��i
� ''r- } -
�'� y: James L. Sc�ueller
/ i�s; President and Chief Manager
��
147483/v1 i
aoasz6-i
CONT32ACTOR COMPLIANCE WITFI WORKER'S COMPENSATION LAW
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SECTION 00 45 25
CONTRACTOR COI�/[PLIANCE WiTH WORKER'S COMPENSATION LAW
Pursuant io Texas Labar Code Section 406.D96{a}, as ainend�d, C.ontractor certifes tlzat it
provides worlcer's cornpensation insurance coverage fnr all of its employees em�loycd on City
Proj ect No. 102I01. Contractor further certiiies that, pursuant to Texas Labor Cod�, Section
4.05.096(6), as amended, it will provide to City its subconteacto.r°s certi�icates of camp.liance with
worker's cornpensation coverage.
CONTRACTOR:
S.J. Louis C.anstruction of Texas, Ltd. By: Adam Lunsford
Campany (Please Print)
520 Soutli 6tli Ave Signature: —
Address
Mansfield, Texas 76063 Title: Vice President
City/State/�ip (Pl�ase Print}
THE STATE OF TEXAS
COUNTY OF T�RI�ANT
§
0
BEFORE ME, the undersigned authority, an this day pez'sonally appeared
Adam Lunsford , known to me to be the person whase name is
subsc�-ibed to t�ae faregoing instrumeni, and acicnowledged ta me that he7sh� �xecuted the same as
the act and de�d of Vice President for the �urposes and
consideratidn therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 30� day of
Se tember 2021.
+�..�, , ` _
L�,RY PLB M,��IA I.AURA PAREDES Notary �lic in and for the State of Texas
z � � Notary fD �113061 Z880
������ My �ommission �xpfres
� e a� �� Ap�{I 15, 202R
' + ND OF SECTION
CITY OF FORT W012TH
STAiYDARD CONSTRUCTION! 5I'ECIFICATION DaGUMENTS
Revised luly {, 2011
TRiNITY BO[f[,EVARD PH I
CI7'Y PRQJECT No. 10210 f
oaasao-z
�usiatess Bquity Goal
Yagel of2
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SECTZON DO 45 40
Buszzaess Equity Gaal
APP��CATION OF POLICY
If ihe tataJ. dollar va7.ue of tt►e con�ract is $ X QQ,000 nr more, than. a Business Eg�tity goal is applicable.
A Business Er�uity �rrn. refers to cextified Minority-, a�zdloz Women�, owned Business Enterprzses
(MIWBEs).
POLICY STATEMENT
It zs tne poliey of ihe City of Fort i�orth to ensure the fiill and equitabJ.e participatior� of Business Equiiy
Fi�na.s when applieable, in ihe procurement oi all goods ar�d services. A11 requir��aents and reguFa�ions
stated in t3�e City's Business Ec�uity Ordinance No.25165-f 0-2021, (r�placixag Oxdinance No. 24534-11-
2020 (cadif'ied at: h s:l cadelibr .annle al..co�►Icode Ifi,vrorthllatestlftworCh �IQ-0-0-22593 apply ta
�hzs bid. ^
BUSINE�S EOiTITY PRO�ECT GQAL
The City's Susi.z�ess Equity goal on this project is 22% nf the total bzd value of the con�ract (Iiase bici
applae� to Pa�lrs and Comrraunity Services).
19 METHODS TO COMPLY VV�TH THE GOA.L
20 �n City c�n�racts vvf�ez-e a Bu�iness Eqtzi�y Goa1 is applierl, aff�rors are z�quzxed ta cflmply �cr,rith tb.e City's
21 Busi.ness Equity Orrdinance b�r meeting or exceeding the above stated goal or o�ervvise eonnply with the
22 ordznance through one of the following methods: 1. Coxnmercially �xseful sexvi�ces perfarmed by a
23 Busin�ss Equity' prit�e contractor, 2. Rusi�ness Equify s�bcontr.acian.g pa�rtacipaiion, 3. Coxx�bi�nation
24 af Business Equi.ty prime ser�ices and Business Equi�Ly subcontractiag gart�cipa�io�, 4. Business
2S Equfi,y daint Venture/Mentor-Prot�g� particfpation, 5, Gond Faith Effort docu�mentation, nr 6.
26 Pxiz�a.e contractor Waiver dacumentation.
27
28 SUBNIITTAL OF RE UIRED D�CULV,IENTATYON
29 Applzcable documents (listed 1�elow) musi be received by the Purchasing Divi.sian, OR the offeror shall
30 EMAIL th.e Business Eq�ity docu�enta�ion to the assigned City of Fort Worth T'roject Managex ox
31 Depar�ma�t Deszg-�.ee. Documents are �o be received n.o later than 2:00 p.m., on. fihe flaird Cfty
32 brxsi�ess day after ti�e bid opening date, egclrxsive of tlae bid o�ening ciate.
33
34 The Offeror must sub:aa.it one or more of tb.e following dacuments:
35 1. TT#iilization Form and Letter{s) af Znt�ni, if the goal is met oz exceeded;
36 2. Good Faith Ef:fart Farm and �C7ti�i�ation Fo�m, incluc�ng supportin.g dacumentation, if
37 particxpation is less than stated gaal, or no Business Equity participatian is accaxnplished;
38 3. Prime Contractor Waiver Form, including supporting docu�xte�atatian, if the Off�ror wi�11 per�orffi
39 alI subcon�ractzx�..glsupplier oppartu7nities; ar
40 4. Joi.�.t VenturelMentor-Prate�e Form, if goal is zr�ei or exceeded �nvitil a Jo�ant �7enture or Mentor-
A�1 Protegegarticipa�.on.
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T�ese �orms can �e faund ai:
Business Equrty Utiliza�ion �'orm and Letter af Tntent
s:lla s.foriworthtexas. ovfPro'ectResourceslR�sou7rcesP160° 20-
%20MWBE/NEW%20Business%2QE�uiiy%2OOxdinancelBusiness°1o20Eauitv%20'Ll'tiliza�ion°lo20�'orna.
�
Letter of rnient
crrY o� �o�x wo��
STAND?.121] CDNSTRUCTION SP�CIEICA�'TQNDOCLTMENTS
].te�ised Ocirober 27, 2021
TI2IN77YBD ULEY,4RIJ PH I
CITYFROJECT No. 102.101
00 45 4fl - 2
Business Equity Goal
Page 2 of 2
I ht s:/ a s.fort�;vorthtexas, av/Pro'ecf,Resources{Resources�'160 - MWBE/NEW Busin�ss E ui
2 Ordinance/Letter of Intent�2�21.�df
3
4 Business Equrty Good Faith Effort Ffl:rm
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6 %20MWBEINEW%20Busz�zess%20Ec�uity%2QOrdznance/Business%20Equity_°(o20Good%o2��aith%26E#'
7 fflxt%20�o�?.,��df
9 Buszness Equi.ty Prime Con�ractor Waiver Form
i0 h s:lla. s.fartworthtexas. av ro'ectResourc��/ResourcesP/60°o20-
I I %20MWBE/NEW%20Business%20E ui %200rdinance/Business%20E uz %20Prime° o20Contractor
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I3
14 Business Equity Joirit Ven.ture Form
1S htt�s: /a �s.for�vvortbtexas.gav/I'rojectResatu'ceslResourcesP160%2�-
I6 %20MWBE/NEW° o20Business° o20E ui °/a200rdin ceBusiness%20E ui °/n20Joint°/a20Ventu�e, di
17
18
19 i'.A.IL� TO ACHIEVE �'HE GOAL OR OTHERW��� COM�L'i� WITH THE ORIDNINACE tiVILL
20 RESULT 1N THE BIDDEI2JO�FEROR �EII�TG D�CLAR�D NON-RESONSNE AND THE BID
� 1 RE.TECTED.
22
23
24 FAII�URE TO SUBMIT THE RE U1RED BUSINESS E UTY DOCiJMENTAT�QN OR OTHERWISE
25 COMPLY WITH �'H� ORDYNANCE W1LL RESULT IN TH� SID EEING DECLA1t�D NON-
26 RESPONSNE THE BID REJ�CTED AND MAY SiJBJECT THE BIDDER/Ok'�'EROR TO S.ANCTrONS
27 AS D�SCRiBED IN SEC. 20-373 OF THE ORIIINANCE.
28
29 For Questions, Please Contact The Snsiness Equity Div�ision of the D�pari�ae�nt of Di�versity and
�4 Znclusion at (8I'� 392-2674.
31
32
END OF SECTION
CITY OF FORT WORT�T TRINITYBOULEV,4RU PH1
STAIVAARD CONSTRU�T'IO?N SP�CT.FICATION �lQCUML�N'T'S C.ITYPRQ.IECT No. 1021 D1
Ttevised Qotaber 27, 202I
OQ5243-1
Agreement
Page L of 6
SECTION 00 52 43
AGREEMENT
THIS AGRE�MENT, authorized on November 9, 2021, is made by and between the City af
Fort Worth, a Texas home rule municipality, acting lay and through its duly suthorized City
Manager, ("City"), and S.J. Louis Construction of Texas Ltd. authorized to do business in
Texas, acting by and throngh its duly autl�orized representative, ("Contractor"). City and
Contractor nnay jointly be referred to as Parties.
City and Contractor, in cansideration of the mutual covenants hereinafter set forth, agree as
follows:
Art�cle 1. WORK
Contractor shaLl eomplete all Work as speciiied or i�ndicated in the Contract Doeuments for the
Projeet idenii�ed herein.
Article 2. PROJECT
The project for wUich the Work under tlie Gontract Documents may he tlie wliole or only a paxt is
genarally described as follows:
Trinit Boulevaxd Phase 1 frozn Interstate Hi hwa 820 ta 5alado Trail �
Cit Pro'ect Number: 102101
Article 3. CONTRACT �'�ICE
Ciiy agrees to pay Contractor for performance of the Wark in accordance with t.�e Contraet
Documents an amount, in current funds, of Twenty-Two MilIion Ten Thousand Si�c Hundreci
Sixteen and U2/100 Dollars ($22 010 616.42 . Contract price rnay be adjusted by change orders
duly authorized by the Parties.
Article 4. CONTRACT TINI�
4.1 Fina� Acceptaace.
The Wark shall be complete for Final Acceptance within 730 days aft�r the date �uvhen the
Contract Time commences to run, as provided in Paragraph 2A2 of the General Conditians,
plus any extension thereof al1owed in accordanee with ArticIe I2 of the Ganeral
Conditions.
4.2 Liquidated Damages
Contractor recognizes that ti�ne is of fhe esser�ce for campletion of Milestones, if any, and
to achieve Final Acce�tance o£ tl�e Viiork and City and the pubiie will suifer from loss of
use if the Work is nat completed within tihe time(s} specified in Paragraph 4.1 above. Tt►e
Contractor alsa recognizes the dejays, expense and difficulties involved in proving in a
legal proceedin�, the actual loss suffered by the City if the Work is not completed on
time. Accardingly, instexd of requiring any such prroaf, Contractor agrees ti�at as
Iiquidated damages for delay (b�t not as a penaliy), Confractor sha31 pay City One
Thoutsand Two Hundred �if Doll.ars ($1 �50 �or each day tliat axpires after
tlie time speciiied in Paragraph 4.1 for �ina! Aceeptance until th� City issues the Final
Letter of Acceptance.
CiTY OF �ORT WORTH TRINC7'YBOULEVt{RBPH 1
STANDARll COTlSTRiIC'f[ON SPECIFICATION AOCU1vIENTS CITYPRp.l�CTNa. 1Q21Q�
Revised 9/01/2D21
OD 52 43 - 2
Ag[cement
Page 2 of G
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
A. The Contract Documents whieh comprise the entire agreement betvween City and
Contractor concerning the Work consist nf the following:
1. This Agreement.
2. Attachments to this Agreefnent:
a. Bid Forsn
1) Proposal Form
2) Vendor Comp3iance to State Law Non-Resident Bidder
3} Prequalification S#atement
4} State and Federa� documents (pf•o,ject specific)
b_ Current Pre�ailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Ferformance Bond
f. Maintenance Bond
g. Power of Attarney for the Bonds
h. VLTorker's Compensatian Aff'idavit
i. MBE alid/or SBE Utilization Form
3. General Canditions.
4. Supplementary Canditions.
5. Specifications specifically made a part af the Contract Documents by attachrnent
or, if not attached, as ineorporated by reference and described in the Table of
Conterns of the Project°s Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submi�ed by Contractor priar to Notice oi Award.
9. The followsring whicl� may be delivered or issued after tha Effec�ive Date of the
Agreement and, zf issueci, become an incorporated �rart of the Contract Documents:
a. Natice to Pracaed.
b. Field Orders.
c. Change Qrders.
d. Letter of �'inal Acceptance.
Article 6. INDEMNIFICATIDN
6.1 Contractor covenants and agrees to indemnify, hold �armless and defend, at its o�vn
expense, the city, its of�cers, servants a�d amployees, from and against any and all
claims arising out of, or alleged ta arise out of, the work and services to fae performed
by the contractor, i�s ofiiters, agen#s, employees, subcontractors, licenses or invitees
under this contract. This indemiiification rovision is s ec�"�cal� intended to o erate
and be effective er+en if i� is alle ed or roven that a11 or soxne of ihe dama es bein
sou ht were caused in whole or in art b a� act omission ar ne ii ence af the ci .
This i�ciemnity provisian is intended to include, without l�mitatian, indenanity for
costs, expenses and legal fees incttrred by fhe city in defending against such claims and
causes of actions.
C1TY OF FOR71�VOgTH TRINITY 80ULEYARp PH 1
STANDARD CO3VSTRUCTION SPEGIFICATIOi+! DOCUMENTS ClTYPRpJECT No. l02141
Re�ised 91�1l2021
00 52 �i3 - 3
Agreemenl
Poge 3 of 6
6.2 Contractor �covenanfs and ag�•ees to indemnify �nd hold h�rmless, at its own expense,
the city, its officers, servants and employees, from and against any and all lass, damrage
or destruciian of properfy of the city, ar�sing aut of, or alleged to arise aut of, the work
and services to he perfartned i�y the contractor, its officars, agents, emglayees,
subcontractors, i�censees or invitees under fihis contract. Thrs indemnification
ravision is s eci�icall infended to o erate and be effective even if it is alle ed or
roven that a� or some af the dama es bexn sou ht r�vere caused in whole or in art
T�y any acf, omission or ne�li�enee of the ci .
ArticRe 7. MISCELLANEOUS
7.1 Terms.
Ter�ns used in this Agreement which are de�ned iza Article 1 of the. General Conditions wil!
ha�e the meanings indicated in the General Conditians.
7.2 Assigiunent af Contract.
Tliis Agreement, including all of the Contract Docwments may not be assigned by the
Contractar �vithout the advanced express written consent af the City.
7.3 Successors and Assigns.
City and Cantractar each binds itself, its partners, successars, assigas at�d legal
representatives to fhe other party hereto, in respect to al� cavenants, agreeznents and
obligations contained in the Contract Docu�nents.
7.4 Severability/Non-Waiver of Claims.
Any provision or part of the Contract Documents held to be unconstitutional, void or
unenforceable by a court of competent jurisdictioz� shall be deemed stricken, and all
remaining provisians shall continue to be valid and binding upon City and Contractor.
The failure af City or Cantractor to insist upon the pe3rfarmance af any term or pravision o�
this Agreement or to exercise any right granted herein shall not constitute a waiver of City's
ar Contractor's respective right to insist u�on agpropriate performance or to assert any such
right on any �uture occasion.
7.5 Governing Law and Venue.
This Agreement, including all of the Caiitract Documents is perforntable in the 5tate of
Te�cas. Venue sliall be Tattant County, Texas, or the United States District CQurt for the
Nortliezn District of Texas, Fort Worth Division.
7.6 Authority to Sign.
Contraetox sha13 attach e�+idence of authority to sign Agreement if signed by sozx�.eone othe�•
than the duly authorized signatory of'the Contractor.
7.7 Nan-appropriation of Funds.
Tn the event no funds or insuf �ficient funds are appropriated by City in any �scal period for
any payments due heraunder, C�ty will natify Vendar af suc�i accurrenee and this
Agreennent sha11 terminate on the last day of the fiscal period for which appropriations vvere
received without penalty oi- �xpense to City of any kind vvhatsoever, except as to the
portions of the payments l�erein a�reed upan for which funds have been apprapriated.
C1TY OF FORT WORTH TRINITY6QULEYARD PH 1
5TA3V�A1tI3 C�NSTRUCTiOiV SPECTFICATL�N DOCU�/IENTS G17'YPROJECT No. l02I01
Revised 9101l2U21
00 52 43 - 4
Agreemenl
Page 4 of G
7.8 Prohibition an Contracts With Coznpanies Boycotting Israel.
Contractor, unless a sol� proprietor, ackz�owledges tlaat in accordasace with Cl�apter 2271 of
the Texas Gove�-�ment Code, if Contractoi• has 1� oi• mor� fu11 time-ennployees and the
contract vaiue is $100,000 ar ma�re, the Gity is prohibited frozxi entering into a contract with
a company for gaods ar seirvices unless the contract contains a written verification from the
cainpany that it; (1) does riot boycott Israel; and (2) will not boycott Israel. during the terrn
of the contract. The ter�x�.s "boycof� Israel" and "company" shall have the �n�a�nings
ascribed to those terms in Section 808.001 of the Texas Go�ernment Cade. Sy signing this
con#ract, Contrac#or certifies that Coni7racfar's signature provides written
veriiicatia� to the Cify fhat if Chap#er 2271, Texas Governmant Code applies,
Contracior: (1) does not boycott Israel; and (2) will not b�aycoit Ysrael dnrang the ferm
of the contract.
7.9 Prahibition on Boycotting Energy Campanies.
Contractor acknowjedges that in accordauce with Chapter 2274 of the Texas Government
Code-(as added Uy Acts 202I, $7th Leg., R.S., S.B. 13, § 2}, tl�.e City is prohibited frona
cntering into a contra�t for goods or seivices that has a value of $l0U,Q00 0�• more, wl�ich
will be paid wholly or partly f'rom public funds af the City, with a company (with 10 or
more full-time empioyees} unless the contract contains a wz'itten �erification fratn the
campany that it: (1) cioes not boycott energy companies; and (2) will not boycott energy
cox�apanies during the tern� af the contract. The terms' "boycott energy company" and
"company" have the meaning ascribed to thase terms by C�apter 2274 of the Texas
Government Code {as added by Acts 2021, $7th Leg., R.S., S.B. i3, § 2). To the exte�t
that Chapter 227� of the Government Code is applicable fo this Agreement, by
sxgning this Agreement, Contractar certi�es that Cantractor's signature pravides
written �verification to the Cify that Cox�tracior: (1) does not boycott energy
companies; and (2) will �ot boyco�t energy co�panies during fhe term of this
Agreernent.
7.10 Prahibition on Discrimination Against Firearm �d Ammanition In�ustries.
Cantractor acicnowledges tlaat except as otherwise pzovided by Chapter 2274 of the Texas
Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § l), khe City is
prohibited frann entering into a contract for goads ar services that has a value of $100,U0D
or more which wi�l be paid r�vholly or partly frQm public fiands of the City, with a cnmpany
(wit3� 10 or more full-time employees) unless the contract eontains a written verificat�on
from t�ae company that it: (1) does not ha�e a practice, policy, guidance, or d'zrective that
discriminates against a iirearm entity or firearm trade associatian; and (2) wiil not
discriminate duri�g the teizn af the cantract against a firearm entity or firearm trada
association. The #etxxis "discrinninate," "firearm entity" and "firearm trade association"
have the tneaning ascribed to those terms by Chapter 2274 of the Texas Government Code
(as added by Acts 2021, 87th Leg., R.S., S.B. 19, § i). Tv the extent tha# Chapter 22i4
of ihe Government Code is applicable to this Agreetr�ent, by signiug this Agreement,
Contractor certi�es that Contractor's sigt�ature provides written �erif cation to tl�e
City that Co�tra�tar: (1) does nof have a prackice, policy, guidance, or directive that
discrimenates against a frearm entiEy or �rearm frade association; and (2) will nat
discriminate aga9nst a firearm ent�ty or f�rearm trade association during the term of
ti�is Agreement.
C1TY dF FORT Wpi�TN TItINI1'YBOULEVilXD PN!
STATfDAKD CONSTRUCTiOi�i SPEC[FICATIOIN DOCUMENTS CITYPRpJECTNo. 102101
Revised 9/41/2021
005243-5
A��eement
PaSe S of G
7.11 Immigration Nationality Act.
Contxactor sl�all �erify tiie identity an.d employment eligibility nf its eznployees who
perfoim work under tlus Agreement, including completing the Ernploynnent Eiigibility
Verifieation Form (T-9). Upon requast by City, Contractor shal� pra�ide Gity with copies of
all I-9 forms and s�pporting eligibility dacumentation for eaeh emplayee who perForms
work under tkus Agreement. Contractor shail adhere to a11 Federal and State laws as well as
establish appropriak� pxocedures and controls so that no services will be performed by any
Contractnr employee whn is not Iegally eligible to perform s�ch ser�ices.
CONTRA.CTOR SHALL �ND�MN�FY CITY AND HOLD CITY HARMLESS
FROM ANY PENALTIES, LIABTL�TIES, OR LOSSES DUE TO VIOLATIONS OF
THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES,
SLTBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written r�atice to
Contraetor, shall have the right to im.�nediately tenninate tius Agreement for v'io�atians oi
this pxovision by Contractor.
7.12 No Thii'd-Parky Beneficiaries.
This Agreement gives no rights or benefits to anyone other than the City and the Contractor
and there are na third-party beneftciaries.
7. I3 No Cause of Action Against Engineer.
Contractor, its subcontractors and equipment and rn.aterials suppliers on tiie PROJECT or their
sureties, shall �maintain no direct action against the Engineer, its o�'icers, employees, and
subcontractors, for any claim arising out of, in connection with, or resulting from khe
engineering seivices perfailned. Only the City wi1! be the heneficiary of any undertaking by
the Engineer. The pt'esence ar duties of the Engineer's personnel at a canstruction site,
whether as on-site representatives ar otherwise, do uot make the Engineer or its persannel
in any way responsible for tlaose duties that belong to the Ci#y andlar the City's eonstructio�a
contractars Qr otlier entities, and do not relieve Che constructian contractors or any other
ent�fy of their obligations, duties, and responsibilities, including, but not limited to, all
const�:uction methods, means, techniq�es, sequen�ces, and pracedures necessary for
coordinating and completing al! portions of the eonstructian work in accordance witn the
Co�tract Documents and any health or safety preeautions required by such conshuctian
work. Tlie Engineer and its personncl have no autharity to exercise any control over any
construction eontractor or other entity or their employees in connection with their work or
any �ealth or safety precautions.
C1TY OF FORT VJORTH TRINITY BOUL�YARD PH 1
STAAIDARBCDNSTRllCTlON SPECI�ICATLOi�f DOCUMEN'f5 ClTYPROJECTNo. l02141
Revised 9I0112Q21
005243-G
A�reement
Page G ot`G
IN VVITNES� WHEREOF, City and Contrackor �a�i� each executed this Agreement to be
ef�'ective as of tlie daEe subscixbed by the City's designated Assistant City Manager {"Effeative
Date"}.
Contractor:
By: S. L is Coii ructian of Texas, Ltd.
� �
Signa re
Adam Lunsford
(Printed Na�ne)
Vice Prasident
Title
City of Fort Worth
By: � . " ,
Dana Burghdoff
Assistani Citty anager '
�cy L=
Date
Attest:
. ;
520 South 6�� Ave. � ��
Address J'annette Gaodall, City Secretary ___ ����;,,.`
Mansfieid Texas 76063
Czty/State/Zip
�J�1�.� _
� Dat— e �
(Sea�)
M&C: 1-2 0875
Date: ,11/09/2Q21
Form 1295 No.: 2021-817���4
�r ,� �N ?-� , "� ? S � ,
,.�"1e'I�: `•? ' :., ' ' + : .
��'r:1� j, y�� �"1{�'i'!
� ��' � - � q�.� '� _ . � �;. �' �.
�i�'' �� � ��+rd�;�''r� "9-� 4,
��;i; �a ���'��t ��� „ �
,,6�1�•''..j;`.y$�'::�• `rI,
,, ,
By signing, I acknovu'ledge that I am the persan
responsible for the monitoring and
administration of this con�ract, including
' ensuring all perfor�nance and reporting
requirennents,
Mitch Aiton, P,E., pMP
Senior Project Manager
Appro�ed as to Form and Legality:
�
F
Contract Compliance Managet•• �- � ' .
Douglas W. Black
Sr. Assistant City Attocney
APPRO L C�1VIM �+1f3E
William Johnson, Diracto
Transportatian & Public orks � a�tmPnt
���n �
C1TY 0� �pnT WORTH TR�lMTttd�d[��� 4�A`a f
STANDA[tD CONSTRUC'1'ION SPECIF[CATibiV DOCUML�N'FS C17"YPROJECTNo. 1Q2101 �
Revised 41{�112021
Bond No.190b49229
00 61 l3 - 1
PERI�ORMANCE BbND
Page 1 of 2
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SECTI��T 00 61 13
PERF4RMANCE BOND
THE STATE UF TEXAS §
§ �NOW ALL BY THESE PRESENTS:
COUNTY OF TAIiRANT �
That we, S.J. Louis Conshuctinn o€T�xas, Ltd., l�own as "Principal" herein and
Libert Mu�ual Insurance Cam an a corpora#e surety(sur�ties, if more than
one) duly �uthorized to do business in the State of Texas, laiov�rn as "Stn'ety" herein (whether one
ar more), are held and firmly baund unto the City of Fort'VVarth, a rnuziicipal corporation created
pursuant to the laws of Te�.s, kta�awn as "City" herein, in the penal sum of, Twenty-Two Mil�ion
Ten Thausand Six Hur�c�ed Siscteen and 0211Q0 Dolla�rs ($22,a10.616.02), lawful maney of the
United States, ta be paid in Fort Worth, Tarrar�t Co�anty, Texas far the paymex�t of wtueh su�n
we11 a�d truly to be rr�ade, we t�ind ourselves, our heirs, executors, administrators, successoxs and
assigns, j ointly and severally, f�rtniy by these presen�s.
16 WII�REAS, the Principal has entered into a certain written contract with the City
17 awarded the 9th da.y of Navember , 2�2� whieh Contract is hereby referr�d to and
18 made a part hereof for all purposes as if �lly set forth herein, ta fi�rnish all materiais, equipm�nt
19 Labor and otlner accessories defined by Iaw, in the prosecution of the Work, including any Change
20 Orde�rs, as provided for in said Contract designated as Trinity Boulevard Phase 1, from Intexstate
21
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Highway 820 to �aiado Trail, CPN 102101.
NDW, THEREFORE, the condition Qf this obligatiQn is such fi�at if the said Principal
23 shall f�ithfully perform it obligations under the Contract and shall in all respects duly and
24 faithfully perform the Wark, including Change Orders, urader the Contract, accardiz�g to the plans,
25 specifications, and co�ttraet documents therein refenred io, and as well during a.ny �eriod of
26 extensian of the Contract that may be granted a� the part of the City, t�en tlus obligation shall be
27 a�d become null and void, o�herwise to remain in full farce and efFect.
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PROVIDED FURTHER, that if any l�gal action be filed on this Bond, venue shall lie in
Tarrant Caunty, Texas or the United States District Court for the Northern District of Texas, Fort
3o Worth Divisian.
C1T`Y OF FORT WORTH
STANDARD CONSTl2iTCT[ON 51'ECFFICATI(1N i70CUMEIJ'TS
Revised July 1, 2011
'CRINCtY BOULEVAitD PHl
CTTY PRQ7ECT Mo. 102101
p061 13-2
PERFORMANCE BONT}
Page 2 af 2
1 'I'�is bond is made aud exec�ted in compli�nce wi�iz the provisions of Chapter 2253 oi the
2 Texas Government Code, as amended, and all liabilitiies on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WH�REOF, Y1ie Pr�ncipal aaad the Surety have SIGNED and SEALED
S this instrument hy duly authori�ed agents and ofF'icers on this the 8th day of
December , 20 21 .
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AT'TEST ' �_'•
(Princip cretary
�
'tness as to Principal
_s � � ' _���t__ - .
Witness as to •ety �
FRIN�CIPAL:
S. 3. Lnuis Consiruction of Texas Ltd.
y ��,
��. - �
�AM �a �iSFo� 1� It� S� A�E�t'�T'
Name axtd x�le
Address: 520 South 6� Ave.
Mansf e1d TX 76063
SURETY:
Li�e Mutual lnsurance Cam an
.' �
��:�! '� '� -� � _,:�_a_�.�
ngrxature
Heather R. Goedtel, Attome -i�-Fact
Name and Title
Address: 84p0 Normandale Lake Bl�d#�18D0
Sfoamin ton MN 55437
Telephone Nusnber: 763-3D2-7759
*Note: If signed by an officer of the Surety Company, there must be an file a cer�ified extract
fram tJse by-laws shawing tha� this person has authority to sign such obligation. If
S�rety's physical address is different &om its mailing address, both must be pro�it�ed.
'The date af the band shall not �e prior to the date the Cantract is awarded.
C1TY OF FORT WORTH
STAAQ3ARD C�NSTRUGTTON SFECIFICATiON DOCIINIEN'I'S
Revised 7ixly 1, 2011
TRINITY BQUC.EVARA PH1
C1TY PROJECT No. 102101
8and No.190049229
p0 61 14 - 1
f'AYMEI+ET BpND
Page 1 of 2
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTIOI�T 00 Gl 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, S.J. Louis Consiruction af Texas Ltd., laiown as "Principal" herein, and
Libert Mutual Insurance Com an a carporate surety
(sureties), duly authorized to do �usiness in the State nf Texas, lrnown as "Surety" herein
(vvhether one or more), �re held and firmly bound unto the City of Fort Worth, a m�.u�icipal
corporation created pursuant t� the laws of the State of Texas, known as "City" herein, in the
penal sum of Twen -Two Niillion Ten Thousand Six Hun.dred Sixteen and 02/100 Dollars
{$22,010,6I6.02), Iawful mnney of the United States, to be paid in Fort Wort�, Tarrar�t County,
Texas, %r the payrnent af which sum well and truly be made, ave bind oursel�e�, our heirs,
executnrs, administratars, successors and assigns, jointly and severally, fvnily by th�se presents:
WHEREAS, Principal has entered in�o a certai�. written Gnntxact wiih Giry, awarded the
9th day of No�ember , 202'� _., w�ich Co�atract is hereby referred to and
made a part hereof �or all purposes as if fully set forth herein, fio ftu�nish all �naterials, equipment,
labor and other accessories as defined by law, in the prosecution of the Work as provided for in
said Contract and designated as Trinity Boulevard Phase 1, frorn Interstate Highway 82Q to
Salado Tra�il, CPN 10210I.
22 NOW, THEREFORE, THE CONDITION �F THIS OBLIGATION is such that if
23 Principal s}�all pay all nn.anies vwing to any {and all) payment bond beneficiary {as defin�d in
24 Chapter 2253 of the Texas Gover�vnent Code, as atnended) in the prosecutian af the Work under
25 th� Contract, then this obliga�ion shall be and become null and void; otharwise to remain in full
26 force and effect.
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This hond is made and executed in comp�iance with the provisions af Chapter 2253 of the
Texas Governtnent Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
CITY OF FORT WDRTTi
3TANDARD CONSTRUCT[ON SPECIFICAT[bN DOCLTMENT3
Revised July 1, 2Q11
TRINITY HOULEVARD PHl
C1TY PROJEC'i' No.102101
06611A-2
PAYIvIBNT BOND
Page 2 af 2
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IN WITNESS WHEREOF, the Principal aa�d Surety ha�e each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 8th �„ daY of
December 20 21
ATTEST:
� �'
(Princip retary
itn ss as to Principal
AT'I'EST:
(7 j .l t
/�• A j J� �1 � � ~ d�� S.
(Suretyj �� Witness'�
' _r `_ `,
,= � �
Wi ss a. o
PRINCIPAG:
S. J. Louis Construction af Texas Ltd.
BY: ! ri
Signature
I��IN �•ul�SF01� � 10E ��S ��Er� �'
Narne and Tifle
Addres�: 520 Soutl�i 6`h Ave.
Mansfield TX 76063
3UItETY:
Liberty Mutual Insurance Company
� _
BY. ..; � ` _.+ - — f
� ture
Heather R. Gaedtel Attorne -in-Fact
Name and Title
Address: 8400 Normandale Lake Blvd� 700
Blaomin ton, MN 55437
Telephone Nuxnber: 763-302-7159
Note: If signed by an officer of t}ie Surery, there must �e on �ile a certified extract frott3 tl�e
bylaws showing that this persan has authoriEy to aign such obligation. If �urety's physical
address is different from its mailing address, both must be pravided.
The date af the �ond sha11 not be prior �a tbe date the Contract is awarded.
END QF SECTIDI�d
CTl'Y OF �'ORT WORT'H
S'1'AND,4RD CONSTRiICTTON SPECIFICATION DOCUMENTS
Re�ised July 1, 20ll
�nTY soui.�vaxn rxi
C1TX PRO]f?CT No. 1021Q1
Bond No.19a�49229
ao6i i9- i
MAjNTENANCE BO�TD
Page 1 of 3
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SECTION Oi161 19
2 MAINTENANCE BOND
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4 THE STATE �F TEXAS §
5 § �NOW ALL SY THESE PRESENTS:
6 COUNTY OF TARRAI�iT §
� That we S.J. Lonis Constr�tction of Texas Ltd. known as "Pr�n�iFal" herein and
8 Lib�rt Mutual Insurance Com an a corpora#e surety {sureties, if more than
9 one.) duly authorized to c3o business in #he State of Texas, k�own as "Surety" hezein {whether one
l0 or more), are held and firmly bound unto the City of Fnrt Warth, a municipal corparation created
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pursuant to fihe laws of the State of'Texas, �nown as "City" herein, in the sum af Twenty-Two
Millio� Ten Thausand Six Hundred S���en and 021100 Dollars {$22,010,616.02), la�vful money
of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which surn
wcll and truly be made unto the City and its successors, we bind aurselves, our heirs, executors,
administrators, suceessors and assigns, jointly and severally, ��rtx►ly by these presents.
WIi�REAS, the Principal has entered into a eertain written coniract with t11e City awarded
tke 9th day of November 20 21 , which Coni�act is hereby
referred to and a made part hereof far ali purposes as if fiilly set forth herein, to furnish all
materials, eguipment Iabor and o#lier accessorxes as de�'ined by law, in tlae prosecuidon of the
Work, including any Waxk resulting from a d�ly authorized C�ange 4rder (collectively herein,
tbe "Work") as provided for in said contract and designated as Trinity Boulevard Phase 1, froin
Tnterstate Highway $20 to Salado Trail, CPN ]�2I01.
WFIERFAS, Principal hznds itself to �se such materials and ta so construct the Work in
accordance with the plans, speczfications and Contract Dac�unents khat the Work is and will
rema.in frae from defects in materials or worktnanship for and during the period af two (2) years
after tYte date oiFinal Acceptance oithe Work by the Czty {"Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstnzct the Work in whole or in part
upon receiving �otice from the City of the need therefor at any time witivn the Maintenance
Period.
CiTY OF FORT WORTH
STANbAii1� CONSTRUCTIdN 5PECIFICATION DOCUEVIENTS
Revised July 1, 2011
TRIi�iTY BOULEVART7 PHl
Cl�'Y PROJECT No. 1 Q2101
oo�z ig-2
MA�ITBMANCE BO1V�
Page 2 of 3
1 NOW THEREFORE, the condition of this obligation is such that if Principal shall
2 remedy any da�ecti�e Work, for which timely notice was provided hy City, to a eompletion
3 satisiactor}f to the City, then this obligation shall became null aind void; otherwise to remain in
4 full force and effect.
S
6 PRUVIDED, HOWEVER, if Pzincipal shall fail so to repair ar reconstruct any timely
7 noticed defective Work, it is agreed �hat the City Ynay caus� any and af� such defective Work to
8 be r�paired andlar recnnstructed vr�ith all associaied costs t�ereof being borne by the Principal and
9 the Surery under this Maint.�nance bond; and
10
11 PROVIDED FURTHER, tl�at if any legai action be �iled on t�is Band, venuc shal3lie in
12 Tazrant Counry, Texas or the United States District Cattrt for the Naz�thern Dzstrict af Texas, Fort
13 Worth Di�ision; and
14
15 PROVIDED FURTHER, that this obligation s1�a11 be continuous in nature a�d
16 successive recnveries may be had hereon fvr successive breaches.
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C11'Y OF FOA'j' WOR'fH TRINITY 90IIL�VARD PHI
STAND.ARD CONSTRUCTIDN SPEGIFICATTON DQCUM�NTS CITY PI2�7ECT l�fo. 102101
Revised 7uly 1, 2011
006119-3
MAI3,ETED3ANCE BOND
Pgge 3 af3
IN WITNESS V�'HEREOF, the Principal a.nd the Surety ha.ve �ach SIGNED attd SEALED tlzis
instirument by duly authorized agents and officers on this the 8th day of December
, 20�� •
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�ATTEST:'� � �
.
(Principa�. tary
ess as to Principal
AT'TEST:
p� - , ...
(Sur��� ifne�
W' es '� to ySu%iy
PRINCIl'AL:
S J Louis Construction af Texas. Ltd.
BY: �
ignatur
�wNSFo� �+'fi.e PquE�+��•ar
Name and Tifle
Address: 520 South 6�' Ave.
1Vlansfield TX 76(?63
SUItETY:
Libe Mutual Insurance Com an
, .
B�' - •
��s�� � . ��.�, .
ignaiure
Heather R. Goedtel, Attornev-in-Fa_ct
Narne and T�tle
Address: 84U0 Normandale Lake Blvd #1700
Bloomin tan, MN 55437
Telephone Number: 763-302-7'I 59
*Note: �f sig�ed by an officer af the Surety Company, there must be on file a certif"ied extract
from the hy-laws showing that tlais person has authoriiy ta sig� such obligatian. If
Surety's physical addre�s is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CI'i`Y OF FORT VJORTIi
�TA1�I1]ARD C6N5TR[FCTI�N SPECIFICATIQN DOCUMENT5
Ravisad July 1, 20 i 1
TRINITY BOC]LEVARD PI�1
CITY PROJECT No. 1021U1
S��°�� �ck�owl�� �er��
Stata of Minnesota �
� } ss.
County of Henn�in �
On this $t�' day of December 2021 before me personally came Heather R. Goed�el to me
kt�own, who being by me duly sworn, did. depose and say that she is the Attorney-in-Fa.ct af
Libertv Mutual Insurance Comuar�v descrihed in and which executed �he above instrument; �at shelhe
knows the seal of said cor�poration; tl�at the seal affixed ta said insfiruments is sucln corporate seal, that it
was so affixed by order of the Board of Directors of said corporation, and tUa# she/fie signed her/she/his
name to it hy like order.
� � , ` 4 ,
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Notar� Public , '
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r;e;wF-'�:if NICULECATHERI{�1�LJ+NCiEii
2�j.,._.-.; y_ �Ot'r1f��llf;�i�-
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= �1�.ti=s My Comml5iirn� [:xpirc:s
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SUR�1'Y
This Pouer of Attomey limifs ihe acts of ihose named f�erein, and they have no authority to
bind the Company cxcept in the manner and ta the extent herein stated.
Liberty Mutual 1nsu�ance Company
7he Ohio Casuaity lnsurance Company
West American Insurance Company
Certi�cate No: 8206i'9'i-1900d3
�orn��� v� ��o�i��v
KNOWN ALL PERSUHS BY THESE PRESEN7S: ihat The Ohio Casualty Insurance Company is a corparation duly organized under the laws oi the State of New Hampshire, that
Libe�ty Mutual Insura�ce Campany is a corparation duly organized under tl�e laws vfi the State of Massadruseifs, and West American Insurance Company is a c�arparation duly organized
under ihe laws af the Stale of indiana {herein cofiectively called tl�e "Companies°}, pursuant ta and by authority herein set farth, does herehy name, cansGtule and appoin� Blake S.
Boltli�; Brian D. Carpenter; Craig Qlmsteaci; F.rik Thpmas Gurikei; fieatiaer R. Goedtel; Sassica HoiF, Kelly Nicole Enghauser, I:aurie Ptlu ; Megan Nicole Snott;
all of Ihe dty of Blaomin�;ton state oF NIlV e� individually 9f Ihere be more tl�an one named, ils tnie and lav+ful attarney-in-fact to make,
exEcute, seal, acknowledge and deliver, for and an its behal{ as surety and as its act and deed, any and all u�dertalcings, bonds, recognizances and olher surety obligaqons, in pursuance
of these presents and shal! be as hinding upon the Campanies as if ihey have been duly s�qned hy the president and atlested by the secretary of lhe Companies in fhelr own proper
persons.
lN WITNE55 WH£REOF, this Power of Attomey has baen subscribed by an a�thorize� oifioer or official of the Companies and the corporate seals af the Campanies have been affixed
thereto t�iis l lth day Of Navem6er , 2021 .
Liberiy Mutual Insurance Company
� �NSU -t� ihBUR � u+sUR� The Ohio Casualty lnsurance Gompany
hJ b°�iPO��yC� ����"PO1e+r `Z �VPu����r c+ We5lAroericanlnsuranceCampany
� 3 �`o fi �Q 3 b m W a` `�o t�
197a o 0 1919 � Q 9991 o y�o
Yd� s�SCHus� a y��HpM1����D� `�s �'OeAN/' .da B : � � - � U
ejT * �� �yl * �e� �',k * 1�� Y .-' �� �a
- David �ll, Carey, Ass�stant 5ecretary � �
� State of PENNSYLVANIA
� Caunty of MONTGOMERY ss
� On this t ith day �f No�em6er , 2021 before me personally appeared oavid M, Carey, vuho acknowledged h9mseff ta be the Assistant 5ecreta�y of Liberry Mutual Insurance
m Compeny, The �hia Gasualty Campany, and West American Insurance Company, and that he, as such, being autf�arized sa lo da, execute the foregaing instn�ment for the purposes
� therein eantained bv sianln� on behalf of ihe oarporaUons 6y himself as a duiy aulhorized officer.
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1N WITI�ESS WHEREOF, I have hereunta suhscribed my oatne and affixed my no�arial seal at King o( Pruss9a, Pennsylvania, on 1he day and year fi�st above wri[ten.
5P Pasr
� F CommonwealiAofPennsyhrania-NoEerySeal /�
��Q,u��,aNw�,���{9 Te�ese Pastelle, Natary Pu6�ic � /� , , ��
Mon�omery Cauoh' �/l � /d�
E?F My cammission expires March 28.2(F25 ��• . !!l4i�C•t t _
�P COm""�60° "u'"�` ��� ' er�a Aastella, Nv�ary Pu5lic
�hSYL`�Q' �C/ Memhet,PennsyMeniaAssxietianaiNoTades
RRy p�'~
This Power of Attamey is made and executed pu�suant to and by authnrity of the fnllowing By-laws and Author¢aHons of The Ohfo Casualty lnsurance Campany, Liberty Mutua!
Insuranee Canpany, and West American Insurance Company which �esolu8ans are naw in iull taree and eiiect reading as follows:
ARTICL� IV — OFFICERS: Section 12. Pou�er of Attamey.
Any officer ar otl�er otficial of Ehe Cor�oratian aulharixed for that purpose in writing by the Ghairman ar the President, and suhject ka sucri limitaatiann as ihe Chalrman or the
President may prescribe, shall appaint such attomeys-ln-fact, as may he necessary to ack in hehalf of the Carporatlan to make, execute, seal, acknowledge and deliver as sorety
any and a11 underiakings, bands, recognlzances and other surely ahligatioos. 5uch aUameys-in-fact, suhject to the Eimitaaans seE fofth io tl�e9r respecbve powers of attomey, shsll
heve full power ta bind Ihe Corporation �y their signature and execu6on of any such instruments and to attach thereto the seal of the Corparatlan. When sa executed, such
instniments shall be as binding as if signed 6y the President and attested ta by the Secretary. My power ar authvrity granted to any representalive or attomey-In-fact �nder the
prov�slons of this artida may 6e revoked at anytime hy the Baard, the Chairman, the President or by Ehe afficer or o�icers granting suclt power or authorify,
ARTICl.E XI[I — Execut�on of Conlracts: 5ection 5. Surety Bands and Undertakings,
Any afficer of the Gampany aulharized far that purpase In wriUng by the chairman or Ihe president, and subjact to such EimitaGons as the chairman or the pres'sdent may prescr�he,
shall appoint such attomeys-in-fact as may he necessary to act in behalf of the Campany to make, execute, seal, acknowledge and deliver as surety any and a!I undsrtaki�gs,
honds, recognizances and other surety obliga6ivns, 5uch attomeys-in-fact subject to the limitatians seE fnrth in thelr r�spective powers of attomey, shall have 4ulE power Ea bind the
Campany by Iheir s�gnature and exeeution of any such inshuments and ta attadi thereto ihe seal of the Company. 4Vhen so executed such insUuments shall ba as binding as if
signed by the president and a�ested by fhe secretary.
Certificate af Designation — The President of the Campany, acting pursuant lo Ihe Bylaws of �he Gompany, aulhorizes �avid M. Carey, Assistant Secretary to appoint such aflameys-in-
(aet as may be necessary lo act on behaff of f�e Company fo make, exe�te, seal, acknowledge and deliver as surety any and a11 undertakings, bonds, recognlzances and olher surety
obligafions,
Autharization -- By unanimous consent of the Company's Board of bir�ctars, the Company consents that facsimtle or mechanically repraduced signature af any asslstant secretary af the
Company, wherever appearing upan a certified copy of any powar of atEomay issued hy the Company in connectia� wlt� surety honds, shall be valid and binding upon the Company with
the same force and effecl as though manually affixed.
I, Renee C. Llewellyn, the undersigned, Assistant Secre�ary, The Ohlo Casualty Insurance Company, L.�bedy Mutual Insurance Company, and West Amerlcan Insurance Campany do
herehy certiiy thal the original power of aEiomey of which the (oregoing is a full, true and correct copy oi the Pawer oiRtlnmey executed by said Companies, is fn full force and effect and
has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and afEixed the seals af said Cvmpanfes Ehis 8th day of December , 2021
4 INSU �S'f �Hg� � 5N3[Ip_
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n a� �°otn
� 1912 0 4 1919 n � 999t � "� �
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� q�'acHue4 D y��++nr�vs�"��D$6 '� M'OIANp' S By: —
s+��7 �aa �,y� *��a s�M *�ad Renee C. Llewellyn, Assistant Secrehary
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LMS-'12873 LMIC OCIC WAIC Multl Cq 02l21
�TAl�D�.RD GEi�TERAL COI�ITI�I�TS
�F TI�E C��TSTRUCTION C01�TRACT
�ITYOFFORT WORTH
STANDARDC01�5T&UCTi01Q SYECIFICATipN bOCLTMENTS
12evision: �?-3/J-OQl
ST.ANDAI�D GENERAL CONDITrQNS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTEIVTS
Page
Article 1— Defirutions and Tertninol�ogy ................................................................................
1.01 Defined Terms .....................................................................................................
1.02 Terrninology ........................................................................................................
....................... 1
.......................1
....................... 6
Article2— Prelim�aiy Matlers ......................................... ............ ..................... ............................................... 7
2.01 Copies o� Docurnents ....................................................................................................................7
2.02 Commencement of ContraciTune; Notzce to Proceed ................................................................'1
2.03 Starting the Work .......................................................................................................................... 8
2.04 Befare Staztzng Construction ........................................................................................................ 8
2.05 Preconstructian Conference .......................................................................................................... S
2.Q6 Pnblic M�et�g .................�..............................,........................................................................._...8
2.07 Initial Acceptance of Schedules .....................�........................,..................................................... S
Article 3 — Cantract Dociun�nts: Intent, Amending, Reuse ........... ..... ... .......... . ... .... ...................................... . $
3.01 Intent .............................................................................................................................................. S
3.02 Referezace Standards ...................................................................................................................... 9
3.03 Repor'ting and Resol�ing Discrepancies .......................................................................................9
3,04 Amending and Suppl�rnentiun.g ContractDocuxnents .................................................................14
3.05 Reus� ofDacuments ...................................................................................................................10
3.�6 Electronic Data ............................................................................................................................ 11
Article 4— Availability of Lands; Subsurface and Physical Condi�ons; Hazardous Ez�vironmental
Conditions; Reference P oints .. .......... .. ........ ........... . .................. ..... ................... ... ..... ..... ..... . ..... ..... .. 1 I
4.OI Availa.bi�ity of Lands ......................................................................................................�........... I1
4.02 Subsurface and Physical Conditions ..........................................................................................12
4. 03 Differing Subsuriace or F hysical Conditians ....... . .... ........... ............ ............ ..... ... ..... ..... ..... . .... . .12
4.�J4 LTndergrou.r�d �'acilities ...............................................................................................................13
4.05 Re�erence Points .........................................................................................................................1�
4.06 Hazardaus Er�vironmental Condition atSite .............................................................................. lq�
.Article 5 --Bonds and Insurance ..................................................................................................................... lb
5.01 Licensed Sureties arzdInsurers ...................................................................................................16
5.02 Per�armance, Payrnent, and Maintenance Bonds .......................................................................16
5.Q3 Certifzcates of Insurance .............................................................................................................16
5.04 Con�ractor'sIns�rance ................................................................................................................X8
5.OS �ccepta�ce ofBonds and Insurance; Opti€�n ta Rep]ac� ...........................................................19
Article g — Coniractor's Respaxisibilities ........................................................................................................19
6.Q1 Superv�sion and S�perintendence ............................................................................................... �9
CPi'Y OF FORT 'U�IORTH
STA3�]7ARDGONSTRUCTION SPECCF[CATIOtJ I]OCi7MENTS
Revision; 8l23/1A21
6. a2 Labor; Warking Hours ....... . ............. . ........................ .... . ..... .................. ........................... ..... ...... 2�
6.Q3 5ervices, Materials, and Equipment ....� ......................................................................................20
6.04 PrajectSchedule ..........................................................................................................................21
6.�5 Substitutes and"Or�Equals" .......................................................................................................21
6.a6 Concex-ining Subcontraciors, Suppliers, and Others .............................
6.07 Wa eRates ..................................................................................................................................25
fi. �8 P at� t Fees and Royalties .... ....... ....... ... ........................... ..... ..... ......... <.... .. . ........ .... ........ . .. ..... .... 26
f.09 Perrrv.ts andUtilities ....................................................................................................................27
6.10 Laws andR�gu�a�ions .................................................................................................................27
6.l l Taxes ...........................................................................................................................................28
b.12 Use of Site and Oiher Areas .......................................................................................................28
6.13 RecordDoc�nents ......................................................................................................................29
6.1�4 Safety and Protection ..................................................................................................................2,9
6.15 SafetyRepresentati�e ..................................................................................................................30
b.16 Hazard Communication Prag�'ams .............................................................................................30
6.17 Ernergencies and/or Rectification ...............................................................................................30
6. l 8 Submittals ..... ....... .. ....... ..... ......... ............. ........ ..... ........................ .. . ....................... ................. .... 31
b.19 Continuix�.g the Work ........ ........................................................................................................... 32
f.20 Contractor's General Warranty and Guarantee ..........................................................................32
6.21 Indemnification .........................................................................................................................33
b.22 Delegaiion of Prof�ssionalDesign Services .............................................................................34
6.23 Ri�t to Audat. . .. . .. .. .. .. .. ..... ........ .. ... ... .. ... ................. ..... .. ... .. ... ...... ... .. ... .. ..... ... ..... .... .. ... .. ... .. .._ .. ... 34
6.24 Noncliscri�ninatian .......................................................................................................................35
Ar�icle 7- Other Work at the Site ...................................................................................................................35
7.01 Related Wor1� at Site ...................................................................................................................35
7A2Coordination .............................................................................. . ................................................. 36
ArticieS-Ciry's Respons��ities ...................................................................................................................36
8.Q1 Communica�ions to Con�ractor ...................................................................................................36
$.02 Flunish Data ................................................................................................................................36
$.03 PayWh.enDue ............................................................................................................................36
8.U4 Lands a�dEasements; Reports and Tests ...................................................................................36
8.05 Change Orders ............................................................................................................................. 36
8.06 Inspectzo�s, Tests, an.d Approvals .............................................................................................. 36
8.07 Limiiations on City's Respox�sibilities .......................................................................................37
8.�8 UndiSclosed Hazardous Enr�ironrnen.tal Condition .................................................................... 37
8.D� CompIiance �ith Safety Pro�ram ...............................................................................................37
Article 9- City's �bs�rvation Status During Construction ........................................................................... 37
9.01 City's Project Manag�r ... .. ....................................................................................................... 37
9.02 Visiks to Site ................................................................................................................................ 37
9.03 Authorized Vaxi�ations in Work ..................................................................................................38
9.Q4 Rejecting Defecki�ve Work ..........................................................................................................3$
9.U5 Determinations for Work Perfozmed ..........................................................................................38
9.06 Ileci�zans on Requfr�ments of Contract Documents and Acceptabi�ity af Work .....................38
C1TY �P FORT W012TH
STAI�IDAItDCONS7RUC'fION SPECTFTC:4TIOA' I]OCUME�"I'S
Revision: 803/Z02J
Artic�e IO - Changes in the Worlc; CJaims; Ex�ra �or1� ................................................................................38
10.OI Authorized Chang�s in the Work ...............................................................................................38
10.02 Unaut�orized Changes in ihe Work ...........................................................................................39
1d.03 Execution of Change Ordex�s .......................................................................................................39
10,04 Extra Work .........................................................................�........................................................ 39
10.05 Notificatior� to Surety ..................................................................................................................39
IO.Q� Cont�•act Clairns Process .............................................................................................................4�
Article 11 - Cost af the Worlc; Allowances; Unit Frice Wvrlc; Plans Quantity Measurement ......................41
11.41 Cost a��he Work .........................................................................................................................4I
11.02 A1lowances ..................................................................................................................................43
1 �.Q3 Unit Price Work ..........................................................................................................................44
�1.04 Plans Quantaty Measurez�n:ent ......................................................................................................45
Artiele 12 - Change of Contract Price; Chan�;e of Con�ract Tizne,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4b
12.01 Claange of Contract�'rice ............................................................................................................46
12.Q2 Change flf Con�racf Turte ............................................................................................................47
I2.03 Dela.ys ..........................................................................................................................................47
Article 13 - Tests andInspections; Correctian, Remaval or Acceptance of Defective Work ...................... 48
13.Oi Notice af Defects ........................................................................................................................48
13.02 Access to Woxk ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering'VV�oi1� ........................................................................................................................49
13.05 City May Stop the Work .............................................................................................................49
13.Q( Correciion ar Removal of D�fective Work ................................................................................SQ
13.07 Coxrection P�riad ......................................,.....,.......,......,.........,....................................,....,........ 50
I3.08 Acceptance ofDe�ectiv� Work ...................................................................................................SI
13.09 City May CorrectDefect.�ve Work .............................................................................................51
Article 1q� -Payments to Coni�actor and Co�pletion ....................................................................................52
1�.�1 Schedule ofValues ......................................................................................................................52
14.a2 Progress Pa�en�s ...................................................................................................................... S2
14.03 Gontractor's Warrar�ty o� Tit1e .... .. .......... ... ............... . ..... ... ........ ....... . .... . ..... ..... . ........ ..... ........... S4
14.04� �ai-tialUtrliza�ion ........................................................................................................................55
14.05 F�al Inspection ...................................................�...............................................................,.......55
14.d6 Finai Acceptance ......................................................................................................................... 55
14.07 Final Payment .............................................................................................................................. 56
14.0� Final Cornpletion Delayed and Partial Retaina.ge Release ........................................................56
14.09 Waiver of Claims ..................................................�...........,.........................,.............,�................ 57
Article 15 - Suspansion. of Wor1c and Te�rmination ........................................................................................57
15.d1 City May Suspend �ork .......................................................�..,....................................,.......,.....57
15.d2 Czty May Ter�ninate far Cause ...................................................................................................58
I5.03 City May Terminiate For Convenience ............................................................ �.......................... 60
Artzc�e 16 --Dispute Resolutior� ......................................................................................................................61
16.01 Metl�ods and Praceduures .............................................................................................................61
CTT�YOFFORT WORTTT
STA,�IDAIZDCONSTRiICTfON SPECIFiCATION 1]aCUMEN'I'S
Revision: ff/23i1021
Articke17 — Miscellaneous ..............................................................................................................................62
17.Q1 Crivii�g Notice .............................................................................................................................. 62
17.02 Computation of Tixxxes ........ ................................................................................. ....................... 62
I7.03 Cunaulative Remedies ................................................................. ................ ................................ �2
17.04 Survival ofObligations ...............................................................................................................63
17.05 Headings ......................................................................................................................................63
CITY OF FORT WORT�I
STANDARDCONSTAUCTIDN SPECIFICATION DQC[JME�NTS
Revision: 8Q3�D21
oa�2oo-i
GEN�RqL CON�ITION S
Pagc 1 of 63
ARTZCLE 1— DEFINITIONS AND TERlYIINOLOGY
I.OI Defined T�rn�s
A. Whereverused in these Gen�:ral Conditions or in other Contract Documents, the te�•ms listed below
have the meanings indicated which are applicable to both the singuIar a�d pl�aral thereof, and
words denoting gender shall include the masculine, fe�ninine and neuter. Said tezz�ns are gen�rally
capitalized ar writ�en zn iialics, but not always. When used it� a context consistent with the
definitio� of a listed defrned t�r��n, tb.e term shaJl have a rneanitmg as defined below whethe��
capi�alized or italicized ox o�herwise. In addition to tez-xzas specifically defined, ter�z�s with initial
capital letters in the Coniract Documents include re%ren.ces io identif'zed atticl�s and paragrapY�s,
and the ti�les of other documents or forms.
1. .�ddendc�—Wriiten or graphic instruments i�sued prior ta the apening p� BIC�S Wi11C�1 C�Tl�jj,
coz-rect, or change the Bidding Requirements c�r the pi�oposed Contract Docurr�ents.
2. Ag�eement The wrz�en instrument which is evidence of the agx-eernent between Ciry and
Cont�•actor covering tlae Worl�.
3. Applicaiaon foY Pay�ent—Th.e form acceptable to City which is ta be used by Contractor
during the course of the Woxl� in requ�est�z�g progress ar #"it�a1 paym�nts and which i� ta be
accompanied by such suppa�•titng documer�tation as is requiz•ed by the Contxact Documents.
4. Asbestos—Any material that conta� nlore than one percent asbestas and is friable or is
releas�g asbestos fibers inta the ai� above current action levels �stab�ashed by f11e United States
Occupational Safety and Health Adxninastration.
5. A�vapd — Autharization by the City Gouncil fox the City ta enter into anAgreement.
6. Bid—The offer or proposal of a Bzdder submitted on the prescribed form settir�g farth tI�e
pric�s �ar the Work to be perfarmed,
7. Bidder The indi�idual or entity who submit�s a Bid directly to City.
8. Bidding Doc�cments—The Biddmg Requirements and the proposed Cantract Documents
(incl�.xding all Add�ndaj.
9. BiddingRequirements Tk�e advertisement or Invitation to Bid, Inst�ructions ta Bidders, Bid
security of acceptable form, iF any, and Yhe Bid Fortn wit� any su�plements.
10. Business Day — A bus�ness day is defined as � day that the City conducts normal business,
generally Monday through Friday, except far• fedexal or siate baudays abserved by the City.
1�. CalendarDay —A day consisting of 24 houxs measured from midnigh� to the next midtaight.
CITY OF FORT VIWORTH
ST�NDART]CONSTRUCTIDN SPECIFICATION �OCLTMENTS
Re�ision: $�13R021
00720.0-1
GENERAL CAND ITION S
Paga 2 of 63
12. Change Order—A document, which is prepared and approved by the City, which is signed
by Contraetor and Cit� and authnrizes an addition, deletion, ar re�ision. iri fhe Wor� ar an
adjus�nent in the Contract Price ar t:he CQnt�ract Titne, issued on or after the EfFec�ive Date
of th� Agreement.
13. �ity-- The Ci�y of Fori Wortli, Texas, a home�rule r�aunicipal corporation, autborized and
chartered un.der the Texas State Statutes, acting by its governing body �ough its Ciry
Manager, l�s designee, or agents authorized under hi� bellal�, each of which is required by
Charter to perform specific duties with respansibility fax �inai enforce�nent of ihe contracl�
invalving the Ciry of Fort Worth is by Chaxter r�ested in tkae City Manager and i� t��e e��iry
with whom Contractor has en�er�d 'm�o ihe Agreement a�d for whoxn the Worlc is to be
performed.
14, City Attorraey — The officially appointed City Attorney o� tl�e City of Fort Worth, Texas, or
his duly auihorized representa.tive.
15. Czty Cauncil - The duly elected and qualified govex-ning body of the City of Fart Worth,
'Texas.
16. City Manager -- The o�fieially appoint�d and autharized City Manager of the City of Fort
Worth, Texas, or his duly authorized representati�ve.
17. Corttract Claim—A demand ar assertion by Ciry ar Contxactor seelzing an adjustmez�t of
Ca�tract Price or Contract T'n�ne, or both, or ather relief wzth respect ta the terms of the
Con�ract. A demand %r maney or service� by a third party is nat a Cor�tract C1aim.
18. Cont�aci—Tlae entire and iniegrated written document b�tween ihe City and Cont�acto�
cancerning the Wark. The Contract contains the Agreement and all Coni�'act Docu�nents and
supersedes prior �egotia�ions, representatio�as, or agreements, vvhet.her writ�en ar oral.
19. Contract Documents—Those i�erns so designat�:d in the Agreement. All items ]isted in the
Agreement a�e Contract Documents. Approved Sub�xaittals, other Contractor submittals, and
t1�e reparts and drawings of subsurface and physical conditions are not Contract Do�uments.
20, ContractPrice The moneys payable by City to Contractor for compleiion of flze Work in
accordance vvith the Contract Documents as stated in the Agreement (subject to tl�e proviszons
of Paragrapb 11.03 in tk�e case of Uzart Price VVork}.
21. Contract Tirne The nurnber of days or the daies staied i;n. the Agreem.ent to: (i) achieve
Milesta�es, if any and (ii) complete f.he Work sa that it is ready far Final Acceptanc�.
22. Cont�acl�or The individual ar entity wiih whom Ciiy has entered into the Agreement.
23. Cast of the Work�ee Paragraph 11 A1 ofthese General Conditions for definitioxz.
CTI'Y OF Fdlt7' WORTH
STANBARDCDNSTRiiCTION SPECIFICAT30N DOCi7IvfENTS
Revision: 8�1312021
q07200-I
G�f�ERA�.CON�ITIbNS
Page 3 nf 63
24. Damage Claims — A dema�d foz• nnone� or se�vices arising from t11e Praject or Site from a
third party, City or Contractor exclusive of a Con�ract C1aim.
25, D�y or day—A day, unless atherwi�e defined, sha11 mean a Cal�ndar Day.
25. DirectoN of A�iation — The afficially appointed Direcior of the Aviation Departm�nt o�' the
City af Fort Worth, Texas, or his duly appointed representa.tzve, as�istant, or agents.
27, Direcior of Pa�ks and Co�amunity SeYvices — TI�e officially appoimted Directoz- of the Parlc�
and Cozxumunity Serviees Departn�ent of the City af Fort Worih, Texas, ar his duly appointed
representative, assisfant, or agents.
28. Director of Plannzng and Development — The officially appointed Di�eciox of the Planning
arzd Development Departrnent of ihe City of �'ort Warth, Texas, or hi� duly appainted
represent,�ti�ve, assistant, or �gents.
29. Dir�ector of Transportation Public Worlcs -- The offieially appointed Director of the
Transpartation PubIic Works D�parlment o� the City af Fort Warth, Te�as, or his duly
apparnied representatzve, assistant, ar agents.
3Q. DirectaN of Water� Department — The officzally appointed Director of tl�e Water Depaz-tment
of the City of Fort; Worth, Texas, or his duly appointed representative, assi�tant, or agents.
3I. Dr�dvvings—That part of �he Contract Dacuments prepared or appxoved by E�gix�.eer which
graphica�fy shows the scope, exten�, and character af the Work to be performed by Contractor.
Submittals az•e not Dra�ings as so d��'med.
32. EffectiveDate oftheAgreement—The date indicaied in the Ageement on which it b�com�s
e�fective, but if np such da1:e is indicated, it meaz�s the date on which t]le Agreezazent is signed
and delivered by the last of the two parties to si�n. and deliv�r.
33. L�"nginee�=The ficensed professional engineer ar engir�eering firrn registered in the Staie of
Texas perfarzz�ing prafessiaz�al s�rvic�s far the City.
34. Extra YYo�k — AddatianaZ work made necessary by ehanges c�x alterations of the Coniract
Dacun:�ents or of qua�.tzties or for otk�er reasons for which no prices are provided in. �ie Contract
Docunraer�ts. Extra woxk shall b� part af the Worlc,
3S. Field Order—A writ�en order issued by �ity which requires changes in fhe Work but which
c�oes not involve a change :m. the Contract Price, Cantract Time, or the iuntent of the Engineer.
Field Orders are paid fram Field Order Allowances incazporated into the Contract by f�ded
work type at tk�e time of anvard.
3b. Final Acceptara.�e — Tbe written notiee given hy tk�e City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfactian of the Ciiy.
C1TY OF FORT WQRTH
STAI�i]ARDCONSTRiJCT[ON SPECIFICATIDN DdCLTIvxENTS
Revision: &f13�021
aa7zao-i
GENERAL CONDITION S
Page 4 af 63
37. Finc�l Inspection Inspection carried out by tha City to verify that the Contractor has
eornpleted the Work, and each and every part or appurtenance th�reof, fully, entirely, and 'm
conforzx�ance with the Contract Documents.
38. GeneralReguirementSections ofDi�vision 1 of the ContractDocuments.
39. Hazardox�s Enviponrr�ental Condition The presence at the Site of Asbestos, PCBs,
Petroleum, �Iaza.rdous Waste, Radioactive Maierial, ar other naate�rial� in such quantities or
circumstances that may present a substantial danger to persons or praperty exposed theretio,
40. Hazardous Wast�—Hazardous waste is defiraed as any solid waste listed a� ha7ardous or
possesses one or more haza.rdaus characteristics as de�'ined in ihe federal waste regulations,
as amended fram time to time.
41. Laws and Regulation.s—Any and alI applicak�le laws, r�ales, regulations, ordinances, codes,
and arders of any and all governmental bodies, agencies, authorities, and courts hav�n.g
jurisdiction.
42. Liens--Charges, security inte�ests, or encum�zances upon� Project f�ands, �eal prv�erty, or
�ersonal p�operty.
43. Maj o� Itenz -- An Item of work included in the Contract Documents that has a total cost equa]
to ar greater than 5% o�tbe original Con�'act Price or $25,000 wh'rcheve� is less.
44. Mirestane A principal event specifzed in tke Contract Docurnents relatit�g to an intexYnediate
�ont�act Time prior to Final Acce�ta.nce of the Warlc.
4S. Notice of Award The written notic� by City ta the Success�ul Bidder stat�g that u�on
timely co�npliance by the Successful Bidder with the conditions precedent listed Yherein, City
�ill �ign and deliv�er thc; Agreemeni.
�46. Notice to P�-oceed Awrittennotice given by City to Conlxactor fixing the date on whicY� tk�e
Contract Time will commence to run a.nd on. which Cont�actor shall start to perform the Worl�
speciiied iza Cont�act Documen�.
47. PCBs—Palychlorinated hiphenyls.
48. Petroleum—PetroJ.eum, including crude oil or any fraction thereof which is li�id at sra.ndard
caz�ditions of t�xnperature and pressure {b0 degrees Fahrenheit az�d 14.7 pounds per square
inc� absolute), such as oil, petroleurn, fix�l oil, oi� sludge, oil refiise, gasojine, kerosene, and
o�. z��d wi�h otkxer ntin--Hazardous Waste and crude oils.
49. Plans — See de�nition of Drawings.
CITI' OF FQRT WORTH
STANDARDCD]VSTRUCTIOIV SPECIFICATIpN DpCUMENTS
Revision: 8�23l2�121
oo�aaa-i
GENERAL CON�fTfpN S
Page S of G3
5Q. Praject Schedule—A schedule, prepared and maintained by Cantractor, In accordance wzt.�
�he General Requ�ements, d�scribing tl�e sequ�nce and duration of the activit�es cornprisiz�g
ihe Contractar's plaz� to accomplish tkie Work within fl�e Contract Time,
S1, Projeci—Th� War�ktobe pe�%rmed und�r the Contract Docuuxzents.
52. Project Manager—The autharized representative o£ the City who will be assigned to t�.e
Site.
53. Public Mee�ing — An az�ounced meeting conducied by the City ia faci�itate publtc
participation and to assist the public in gau�g an infoirned view af the Project.
54. RadzQactive Material—Saurce, special nuclear, or byproduct rnatezial as de�'ined by the
Atomic �nergy Act of 1954 (42 USC Section 2011 ei seq.) as amended feom time to tune.
55. Regular Warking Hoacrs — Hours begin�ing at 7:00 a.m. and ending at 6:fl0 p.m., Monday
thru Friday (excluding Iegal holidays).
56. Samples�--Physical examples of matez�ia.Is, equipment, or warl�nanship that are
zepresentative of same portian of the Work and which establish t1�e siandards by whieh such
portion af the Work will be judged.
57. Schedule of Submittals—A schedule, pxepared and maintained by Con�ractor, of required
subrnittals andthe �ime requzremen�s to suppoxt schedulec� per£or�manc� of rela.ted construction
activities.
S8. Schedule of Value,�A schedule, pz•epared and mau�tained by Cont�actor, allocating portions
of the Contract Price ta various portions of the Woxk and used as the basis f'or reviewing
Caniractor's AppIzcations far Payrrient.
59. Site--Lax�ds or areas indicated in th� Co�tract Documents as being furnis�ed Y�y Ciry upon
which �he Work is ta be per�oz�mec3, including rights-of-wa�r, perznits, and easements fox access
tIlereto, and such othar Ialids �urnished b�r City w�aich ar� design�ted for the use a�Contractor.
60. Specifications--That part of the C�n.tract Docurnents consisting of wzi�ten re�uirements for
materia�s, equiprnent, systems, standards and workmanship as appli.ed to the Worlc, and certaiz�
adrnirzistrative requit-ezx�ents and procedural matters applicable there�o. Specifications may be
specifical�y made a part of the Contract Documents by attackaznent or, if not attached, may be
incorporated by reference as indica�ed in the Table of Contents (Division QQ 00 40) of each
Project.
6I, Subcantractor—Anindividt�al or entity havit�g a direc� coniractwi#� Contractar ar with any
ather Subconi�actor for the per�armance af a part oi the Work at the ,Szte.
CI'I'Y OF F'QRT WORTH
STANDARDCdNSTRUCTIdN SPECiFICATION DOCUMSNTS
Revisian: SI23/Z02]
D07200-]
GENERAL CANI]1TION S
Page 6 af b3
62. Submittals All drawings, c�agrams, iJ.hislrations, scheduJes, and ather data. or inforz�nation
vcrhich are speci�ically prepared or assembled by or for Cant�acior and subznrtted by Contz-actar
to illusi�ate some parti�an af �lie Work.
63. Substantial Completian -- The stage in th� progress of the Praject wMen the Woz'k is
suffciently comple�e ixz accordance with th� Contraet Docum�nts for Final Inspection..
64. Successful Bidder—The Bidder subrnittirxg the Iowest and most responsive Bid to whom C�ty
mak�s an Arvard.
65. Superintendent— The �•�preseniative of the Cont�actor who �s available at all times and able
to recei�ve insi�zctions fram the City and to act for the Coniractor.
66. Supplementary Conditions That part of the Conttract Docuznents which arnends �r
supplemenis these General Conditions,
67. Sa�pplie� A z�anufacturer, fabricatar, supplier, disiributar, materialman, or vendor having a
clirect cont�act wzth Contractoz or �with any Subcontractor to fut�isb n�aterial� or equipment
ta be incorporated in the Work by Contrac#or or Subcontractar.
68. Undergrou�zd Facilitie.�—All underground pipelines, conduuts, ducts, cables, w�ures,
manholes, vaults, tanlcs, Lunnels, or other such facilities or attachments, and any encasex�ents
containing such facrli�ies, including but not limited ta, those that convey electrieity, gases,
steam, lic�uid petroleum products, tele�hone ar other coxnmunications, cable television,
vvater, wastewat�r, storm water, ofiller liquids or chernicals, or tra�f'ic ar other cnnt�r'oi systexns.
b9 UnitPYice Wark�ee �'aragraph 11.03 0� these General Conditions fox de�inition.
70. Weekend Working Haurs -- Hours beginning at 9:00 a.m, a.nd encl�ix�g at 5;00 p.m., Saturday,
Sunday or legal holiday, as approved in advance hy the Ciiy.
71. Yi�o�k The entit-e construction ar the various 5eparately identifXa.b�e parts thereof required to
be pro�v�ded under the Contract Documents. Work includes and �s the result of performing or
praviding all labor, services, and documentation necessaxy to produce such construction
i�ncluding any Ghange Order ar Field Order, and furnishing, installing, and in.carporating aIl
ma,terials and equipment into such cansiruction, aIl as raquired by the Contract Documents.
72. Worl�ing Day — A worlcing day rs defined as a day, not includmg Saturdays, Swndays, nr Iegai
holidays autlaarized by the City for contract purposes, in wkuch weather ox other conditions
nat under the cont�ol af the Contractar will pennit the performanc� of the pz-mcipal unit o£
�rork underway for a contiu�uous period of nat less than 7 k�ours between 7 a.m. and b p.m..
1.�2 T�rmi�olagy
A. The words and terms discussed in Paragraph 1.02.B through E are not defin�d but, when used in
the Bidding Requirements or Cantract Documents, have the indicated meaning.
B. Inte�atof Certain Te�-ms o�Adjectives:
CITYOFFOR'F' WbRTH
STANDARi�CONSTRUCTION SPECIFICATfON DOC'[3MLNTS
Revision: 8/13I2(1R1
00 72 00 - l
GENERAL CDN�1710N S
Page 7 of G3
1. The Contract Dacuments include tl�e tern�s "as al�owed," "as appi•oued," "as orderecl," "as
dz�ected" or terms of Iilce e�Fect or import to authorize an exercise af judgment by City, In
aC�C�1t10I1, the adjecti�es `�easonable," "suitable," "acceptable," "�rnper," "satisfactory," or
adjectives of l�e effect or unport are u�ed io describe an action or deter-raniraation of City as to
the Worl�. It is intended that such �xercise of professianal judgment, actiion, or determ�nation
will be so1�Iy to evah�a.te, in general, the Work for co�r�pliance �vith the inforrnatian in the
Can�ract Docurnents and with the desigz� concept of the Froject as a functi�z�g whole as
shown or indicated in tl�e Con�rac�Documents (Lui[ess there �s a specific statementindicating
otherwise}.
C. Defeciive:
1. The word "defective," when modifyiz�.g the word "Wori�," refers to Work that is
unsatisfactory, faulty, or defcient in that it:
a. does nat cozaform to th� Cantraci Documents; oz
b. does not rneet the requu-ements of any applicable �a,spection, refex•ence standard, test, or
approval referredto in the Contract Documents; or
c. has been c�a.rnaged priar to City's writte� acceptance.
D. Furnish, Insiall, Perfo�rn, Provide:
l. The word "Furnish" or the ward "Install" or the word `�'erforzz�" or the word "Provide" or
the word "Supply," or any combination or similar directive �x usage the�•eof, s�xall mean
fiu'nrsh�g and incarporating in the Wor1c including alI nac�ssazy labar, materials, equipment,
and ev�rythin�g necessary to pezform the Work indicated, unless specifically limited iu� the
coniext used.
E. Unless stated oth�rwise in the Contract Documents, wards or phra�es that have a well�knawn
t�chnical ox c.onst�uction i�dustry or trade z�eaning are Used ari the Contract Documents in
accordance with such recog�izea meaning,
ARTICLE � — PRELINIINARY MATT'�RS
2.01
2.02
Capies of Docurraents
City shall �urnish to Coiltractor one (1) origrnal execuied copy and oane (1) electronic copy of the
Cozatract Docume�ats, and four �4) additional CQ�l10S of the Drawitlgs. Additional cc�pies will be
fizxnished upan request at tha cost of reproduction.
Carnmencemenr of Gontract Ti�e; Notice to Proceed
The Contract Time will comme�ce to run on tl�e day irxdicated in �he Notzce to Proc�ed. A Notice to
Proceed may be given no earli�r thaz� 14 days after the EfFective Date of th.e Agreement, unless agreed
to by both parties irm writing,
CI'CY OF FqRT WORTH
STANDARDCON5TC2UCT[ON SPECIF[CATION bbCLTMENTS
Revisinn: 8/23/2021
UO7200-1
GENERALCON�ITION S
Page 8 of G3
2.43 Sta�ting the Work
Con�ractor sha11 start to perform the Work on the date when the Cont�ract Time conamences to ri.�n.
No Worl� skaall be done at the Site prior to the date on wYuch t1�e Contract Time co�mences to t-un.
2.04 Before Starti�ag Construction
Baseline Sched�cles: Submit iri accardance with tJ�e Cantract DocuYrients, and prior to star�ing the
Wor�.
2.05 Precanstruction Caraference
S�fore any Wark at the Site is started, the Contractor shall attend a PreconstrUciion Conference as
specified in the Cont�actDocume�ts.
2.06 Public 1V.feeting
Contractor may not mabilize any equi�ment, mater�als or resources to ihe Site prior to Conhactor
attending the Public Meeting as sched�led by the City.
2.07 1'nitialAcceptance of Schedules
Nn progress payment sha31 be �nade to Con.t�actoruntil acceptable schedules are submititeti to City in
accordance with t1�� Schedule Specif'icaiion as provided in the Coniract Dacuments.
ARTICLE 3-- CONTRACT DOC.�`UMENTS: INTENT, AMENDING, REUSE
3.(}1 Intent
A. Tl�e Con�ract Documents are complementa�ry; what is required by one � as binding as ii required
by a11
B. It is the :intent of the Contract Docuzner�ts to descrbe a funcrionally complete project (or part
thereof} to be constt�ucted in accardance with the Contraci Document,s. Any labor, documentation,
seivices, materials, or equipm�nt that reasonably may be inferred frozn t1�e Contract Dacuments
ar from prevailing custom ar �rade usage as beit�g required io produce the indicated resuli will be
provided whether or not specificall� ca�.ed for, at no additional cost to City.
C. CIarif'rcatiozzs and interpretations of ihe Coni�•act Docum�nts shall be �ssued by City.
D. The Specifications may vary in form, format and sryle. Some Specification sections rnay be writien
in varying degrees of strea�ined or declarative siyle and some sectzons may be zela�ively
nart'ative by comparison. Omussion of such. words and phrases as "the Cantractor sb.a�I," "in
con�armity with," "as shown," or "as spec�'ied" are intentional in streamlined sections.
Omitted words az�dpluases shall k�e supplied by inference. Sim�lar types ofp�'avisions may appear
ia� various parts o� a sec�ion or artic�es witbiza a part de�e�d�ng an the fom�a.t of the
C1T'Y OF FORT WOT�TH
STANDARDCONSTRUCTIflN SPEC[F[CATION bOCUMSNTS
12e�ision: 811312G21
04720�-1
GENERAL COND I710 N S
Page 9 of 63
section. The Contrac�or shall not talce advan�age of any vaz�ation af �arm, farmat or style zn
making Cont;cact Cla.ims.
E. The cr��s re%rencing of specifcation sectians under th� subparagraph heading "Related
�ectzons include but are nat necessarily Iimited to;" and elsewhere u�ithin eacl� Specifiea�ion
section is provided as an aid and con�enience to tUe Contractor, The Contractor sh�ll zaot rely on
�Iie cross refer�ncing provided and shall be responsible to coordinate tlae enti�� Work under the
Contract Documents and provide a complete Praject whether or not the crass re�erencing is
provided in each sectio� or whether ar rzot the cross re�exencing is eamplete.
3.02 Refepence Siandards
A. Standards, Specificatzoz�, Codes, Laws, and Regulatzons
Re�'erez�.ce to standards, specif'icatiar�s, manuals, or codes of any technical soci�ty, organization,
or assaciation, or to Laws or Regulations, whether such reference be �peci�c or by implication,
shall mean the �ta.ndaz'd, spec�ca�ion, manual, code, or LaWs ar Regul�tzans in effect at tihe
tu�ne ni opening oF Bids (or on the Effecti�e Date of t11e Agreemenf i#' t,�ere wera nfl B�ds),
except as may be oiherw�se specifical�y stated iri the Contract Docutnents.
2, No provision af any such standard, specification, manual, ar code, or any instruction of a
Supp�ier, shall be effective to change the duties or responsibilities o:F City, Contractor, or any
oi their subcontractors, consultiar�ts, agents, or employees, f�om those set farth in the Coni�aci
Docu�ments. No such provision or instz-uctaon sbal� be effeetive to assi�gn to City, ar any af its
o�ficers, direc�ors, znembers, part�ers, employees, agents, constr.ltants, or subconi�actors, any
duty ar authority to supervise ar direct the performa.nce of the Worl� ar any duty or authority
to undertake responslbitity inconsistcnt wi� the pro�visions of the Con#xact Doc�.unents.
3.03 Repo�ting and �esolvingDiscrepancies
A. ReportingDi,sct�epc�ncies:
1. Contractar's Review of ContractDocuments Before Starting Wo�k: Before ux�dertalcing each
part of the Worlc, Contractor shal� carefully study and compare t1�e Contract Docuxnents and
ck�ecic and verify pertine;nt figures iherein aga�iz�st alI applzcable field measurements and
conditions. Coniraetor shall pramptly re�art in writing to City any conf7ict, error, azx�biguity,
or discrepancy which Cont�actor discovers, or �as actuallrnowled�e of, and shall obtain a
wxitten interpretation or clari�cataon from City before proceec�ng with any Wprk affected
thereby,
2. ContYactor�'s Review of ContractDocuments DuringPerfornaance of Wor�1�: Tf, during the
performance of ihe Worlc, Con�ractor discovers any conflict, exxor, ambiguity, az discrepan�y
within the Contz�act Documents, or betw�en the Cantract Doczunents and (�.) any appl�cable
Law ar R�guiation ,(b) any staz�dard, specif'�catzan, manual, nr• code, ar (c} any instzuction of
any �upplier, tk�en Coniractor sk�all prornptly report it to City in writing. Co��iactor shall nflt
p�roceed wiih t1�e Work affected thereby (except in an emergency as required by �aragraph
CI'iY �F FORT WORTH
STADFDARbC0Id5TRUCTION SPEC[AICATION DOCUM�NTS
Revision: &�371021
�Q7200-I
GE�EERAL CONDITION S
Yage 10 of 63
{.17.A) until an amendment ar supplement to the Contract Documents has been issued by
one of th� meihods indicated in Paragraph 3.04.
3. Cont�actor shall. not b� liable to City �'ox faihzre to repvrt any conflict, error, anabiguity, or
drscrepaney in tiie Cantract Document� uz�I.ess C�ntractor had actual knowledge therea£
B. ResolvingDisc�epancies•
1. Except as may be otherwise specif"ically statedin the Confiract Documents, khe provisions of
the Con.tzact Documents shall take prec�dence in resolv�ng a�y conflict, enror, ambiguity, or
discrepancy between the pxovisio�s of the Coniract Documents and tbe provisions of aay
standaxd, s�ecifieation, manual, or the in.5truciion of any Supplier (whether or nnt specifically
incorporated by refe��ence in the Cont�act Docu�nents).
2. In. case af d.iscrepancies, figured dimensions sl�aIl govern over scaled dinnensions, Plans shall
govern o�er Specifi�atians, Supplementary Conditions shail govern avex General Conditions
and Specificaiions, and quanti�i�s shown on the P1ans shall govern ovex those shown in the
proposaL
3.04 Amending rxnd Sa�pplerraenting ContractDocuments
A. The Contract Doc�ax�aents may be amended to pro�ide for additzons, deletions, and revisions in
the Worlc or to mociify the tezms and condi�ions triereof by a Change 4rder.
B. The requirements of the Contract l�ocuments may be supplemented, and minor variations and
d�viations in the Wark not involving a change in Contract Pric� or Contract Tizne, rnay be
authoYized, by one or mor� af the followirzg ways:
1. A Field O�der,
2, Cit�r's review o�a Subzx�ittal {subject ta the provisions of Paragraph 6.18.C}; or
3. City's written interpxefati�n ar clarification,
3.05 Reuse of Docuryaen�s
A. Contractor and any Subconiractor or Supplier shali not:
1. have or acquire any title �o or ownership rights �n any of the Drawings, Specif'icatzons, or
other documents (or copzes of any thereo� prepared by or beariz�g thc seal of Engiu�eer,
inciuding electranic media editions; o�
2. reuse any such Drawings, S�ecif"�cations, other documents, oz capies t�ereof on extexasions of
the Pra}ect or any ather project without written cor�ent of Ciry and spec�ic written verification
ar acl�.ptation by Eng�neer.
CITY OF FORT WORTH
5TA1VI]ARDCbNSTRUCTION SPECIFI�ATION DOCUMENT3
Revision: 8�A21
00�2oo-i
C7ENERAL CANDlTION S
Page 1 l of 63
B. Tlze prohibitions of tlzis Paragraph 3.05 will si�rvxve fulal paymenf, or texnnination of the
Contract. Nothing herein sl��.11 precluda Contractor fi•om rataining capies of ihe Con�ract
Documents for record purposes.
3.Ob Eleciro�aicData
A. LTnless otherwise stated in t�e Supplementary Canditzozas, the data f�trnisk►ed by City or Engineer
to Contractor, or by Contractor to City or Engmeer, that may be r�lied upon are limited to �e
printed copzes included in the Contract Documents (aIso lcnown as hard copias) and flther
Specif'icatio�s referenced and located on the City's on-Iine electronic document zrzanagement and
colla�or�tion. sys�ern site. Files iz� elecf�•onic meclia �armat of text, data, graphi�s, or aiher types
are fiu�lished ozily for the eonvenienee af the receiving paxty. Any conclusion or informatian
obtained or derived from such ��ectronic #"�les will be atf.he use�r's soIe rislc. Iftl�ere is a discrepancy
b�tween the electrozv.c f�es and il�e hard copies, the hard capies govern.
B. When transfeiring ddcw�nents in electrnnic medza fo�-rnat, the trans£erring parry makes na
repz•esentations as to lcmg term compatibility, usabilzty, or Y•eac�abilit,y af documents resulting fr�m
th� use of soflware appIication packages, operating systexns, or camputer hardware d�fering �'rorn
�hase used by the data's creator.
ARTICLE 4— AVAILASrLITY OF LANDS; SUSSLTRFACE AND PHYSICAL CONDITIONS;
HA7IARDOUS ENVIRONMENTAL CONDIT'ZONS; REFERENCE POINT�
4.01 Availabiiity ofL�nds
A. City shall fiu-nish the S'rte. Ciry s�aU. notify Coniractor af a�y encumbrances or restxictions not of
general applicatioz� but specif'icaIly rel�ted to use of the Site with which Contractnr must comply
in performing the Work. City will obtain in a timely manner and pay for easements �oz� perxnanent
structures or permanent changes in exisfmg �acilities.
T�e City has obtained or anticipate� acquisitio� of and/or access to �-ighi-of-way, and/ar
easezz�ents. Any ou�standing z•ight-of-way and/or easements are antici�ated io b� acquirad iri
accordance withthe schedule set fo�th in ihe Supplemez�tazy Conditions. The �xoject Sehedule
submitted by tl�e Cantiractor m accordance with the Contxaet Documents mus1: consider any
flutstanding right-of-way, and/or easements.
2. The City has o�• anticipates remo�ring andlar relocating utilities, and obstructions to t1�e Site,
A.ny outstanc�ing rerz�oval or relocation bf utiIities or obstructions is az�ticipated in accnrda.z�ce
with ihe schedule setforth in the 5upplemezxtary Conditions. TI�e �zoject Schedule submitted
by the Cantractor in accoxdance with ihe Cnntract Docurnents must consider any autstanding
utiJities or obstrucl�ons to be remaved, adjus�ed, and/or relocated by afihers.
B. Upon reasonable writ�en request, City shall furnish Con�raciar �with a current statement af record
legal title and legal description of t11e lands upan which tbe Wo:rk is to be performed.
CITY OF FQRT WORTII
STANBARDCaAiSTRIiCTiON SPECIFICATION DOCUMEIVTS
Revision: 8/Z32021
oa72ao-�
GENEF2AL�ONDITlON S
Page l2 of 63
C. CantractQr shal� provide for all additional ]ands and access ther�ta t�at ir�ay be required for
construction fac�lities or storage of materials and equipment.
�4.02 Subsurface andPhysical Conditions
A. Reports and Drawings: Th� �upplernenta� Conditions identiiy:
1. those reports l�own tio City af e�cplorations and tests o� subsuz'face conditions at �r
con�iguous ta tbe Site; and
2. those drawin.gs l�nown to City of physical conditior� relating ta existing swr�ace or
subsurface stiructures at tke Site (except Underground Facilities}.
B. Limited Reliance by Contr^actor on TechnicalDataA�tharized: Contractor may rely upon ihe
accuracy of tbe "techni�al data" contained in such �'eports and drawings, but sucl� repor�s and
drawings are not Contract Docu�nents. Such "iechnical data" is identified in the Supplementary
Conditions. Con�ractor may not mal�e any Cont�ract C1aim against City, or any of their off"icers,
directors, menrabers, par�tners, eznployees, agent�, consultants, or subcontractor� witil respect to:
1. the cornpleteness of such z-epor�s and drawin�gs far Confiractox's purposes, incluclmg, but not
limited to, any aspeets of �ie means, m.ethods, techniques, sequences, and pracedures of
construction to be employed by Contractor, and safety precautians and programs incident
thereto,• or
2. other data, inter�pret�iions, opinions, and inf�rmation contained in such reporis or shown or
indicated in such drawings; or
3. any Cantracior interpretatian of or cancluszon drawn from any "technical data" or any such
ather data, intexpz�etations, opinions, or rtiformation.
4.03 DifferingSub,sa,crface orPhysical Coraditians
A. 11Totice: If Contractor believes fhat any subsurface or physical conditian that i� uncovered or
revealed either:
�. is of such a naiure as to establish that ax�y "t�chnical clata" an which Coniractor is entitled to
rely as p�'ovided in Paragraph 4.02 is materially inaccurate; or
2. is o� such a nature as to require a eha.nge in the Contaract Docurnents; or
3, differs mat�r�all� from that shown or indicated ix� the Contract Docuanents; ar
4. is of an unusuai na�ure, and differs matez-ially from conditians ardinarily encnuntered and
generally reco�nized as inherent in woz�k of the character provided for iu �e Contract
Documents;
crry oF ro��r wox�
STANDAI2DCON5TRUCTlON SPECIFICATION 170CUM�N`!'S
Revision; 8!J_3/2(i21
oo�aoo-i
GEN�RA� CONDlTION S
Page 13 of 63
then Contractor shall, promptly after becornirag a�vare thereof and before further disturbing the
subsurface or physical eondil'zons or perfornvng any Work in conn�ction therewith (except in an
ernergency as required by Pa�•agraph 6.17.A), noti� City in vcrrituag about such condation.
B. Possible Price and Time Adjustments
Con�ractox shal� not be entitled to any adjustnaent in the Cantract Price or Cantract Time if:
I. Con�ractar knew of the eYistence of such co�ditions at the tune Contractor made a finai
commitment to City wi�h respect to Cont�act Pzice and Con�ract Tirne by the submissian of a
Bid ar becnming bound under a negotiated confiract; or
2. the exist�nce of such condiiian cou�d reasonably have been discovered ar z-evealed as a result
of the exarnination af tl�e Contract Dpcuxza.ent5 or the Siie; or
3. Contractor failed to give the wxitten notice as required by Paragraph 4.03.A.
�.04 Underg�oundFacilities
A. Shown or Indieated.• The info�aiion and cl�ta shown or indieated �n the Conf�-act Documents
with respectto existing Underground Facilities at or contiguous to the Siie is based on i�formation
and data �urnished to City or Engineer by the owners of such LTnderground Facilitie s,
including City, or by others, Uaa�.ess it is af.herwise express�y pro�ided ir� tl�e Supplementary
Canditians:
I. City and Engineer shall not b� responsible for Y1ie accuracy or completeness of any such
infaz-nraation or data provided by others; and
2. the cast of a11 of the following will be included in tha Co�tra.ct Price, and Cnntxactar shall
have full r�sponsz�ility far:
a. reviewing and checl�ng all such info�rzzxiation and data;
b. lacating ali Un�erground Facilities shown or indicated in tk�e Cont�aet Documei�ts;
c, coardination and adjustment o� the Work with the owners of such Underground
Facili�ies, including Gity, during consh�ction; and
d. the sa�ety and prat�ct�on of all such Underground Facilities and repairi�g any damage
thereto resulting from t1�e Work
B. NotShown o�Inz�icaied.•
1. If an Underground Faciliry which conflzcts with the Wnrk is uneovered ox z-e�ealed at or
contiguous to the Sit� which was not shawz� or indicat�d, ar not shown or indicated w'rth
reasonable accuracy in the Cant�act Documents, Con�ractor shall, promptly after becoming
awara thereof and before iurther distzubing con.ditions affected tb.ereby ar per�ornaiing any
CITYOFFOR'C' WOItT`H
5TAN1]ARDCONSTRUCTION SP�CIFICATION DOCLIMENTS
Revision: Sl2`i/).02f
0072fl0-1
GENERAL CON[�ITION S
Page 14 af63
Work in c�nnection thezewith {e�cept in an e�xi.ezgency as requized by Paragra�h 6.17.A),
idetatiiy fi11e owner of suc� Underground Facility and giv� natice to that o�vner and to City.
City will r�vi�w the discovered Underground Facility and determine the exteni, if any, ta
whic� a c�a.nge may be i•equged in the Contract Documents to reflect and document the
consequences of the existenc� ar lacation of the Underground �'aciliry. Coniractor shal.l be
respons�le for the safety a�d proteciion of such discovered Undexgiround Facility.
2. If City cancludes tlaat a change in the Contract Dacuments is requ�'ed, a Change Order may
be issued to reflect and dacum�nt such consequences.
3. V�rification of e�sfiing utilities, structuzes, and service lines shall iriciude notification of all
utrlity companies a minimum of 48 howrs in advance of construetion it�cluding exploratory
excavation if necessary.
4.05 Reference Poir�ts
A. City sba11 pravzde engineering surveys to establish refexence points for construc�ifln, which irz
City's jud�nent ax'e necessary to e:aable Contractor to praceed wif� the 'Wozk. City r,v�il1 provide
const�uction stakes or other custoxxi.a�-y metbod of marking to estahlish line and grades for raadway
and utility canstz-uction, centerlines and bench�narl�.s for bridgework. Contractor shall protect and
preserve tke established reference poi�n�s and property monuments, and shall malce no chang�s or
xelocations. Contractor shall report to City whenever any reference point or propez`ty monument is
lost or destroyed or requires r�location because of necessazy changes in grades or locations. The
City shall be respansible for the rep�cement or relocatioz► of reference pointa or property
monuments not carelessly or wilifully destroyed by the Contractor. The Contractor sha31 notify
City in advance and with suf%cient tiune ta avoid delays.
B. VJhenever, in the opinion of the C�ty, any reference point ar rrionument has b�en carelessly oz
willfully destrayed, clisturbed, or removed by the Con�actor or any af his emplayees, the full cost
for repl�cirig sucb paints plus 25% wi11 be charged agaiz�st the Con�ractox, and the full amount will
be deducted from payme�t due the Cant�actor.
4.06 Hazardou,s Enviranmental Candition at Site
A. Repo�ts andDrawings: The Supplementary� Conditions it�eniify those reparts and drawings known
to City �'elafiing to Hazardous Envuorrmental Conditions that have been ident�'iad at the �ite.
B. Limiled Reliance by Cantracto�' on TechnicarData A�thar�rzed.• Contractor �nay rely upon the
accuracy o� the "teck�nical data" conta�ned in such reports and drawings, but suc�► reports and
drawrrigs are not Con�ract Documents. Such "technical data." is identified in th.e Supplementa.ry
Cnnditions. Cantz-actor may noi make az�y Contract Claitn against City, or any of the�r officers,
directors, members, partiners, employees, agents, consuii�nts, or subcontractors wi�th respect to:
1. the complet�ness of such reports and drawings for Contractor's puxp�ses, including, but nat
�itr�ited to, a.ny aspects af the means, methods, techniques, sequences and procedures of
CPI`Y OF FORT WDRTH
STANDARDCQNS'�RUCTT013 SPECiFICATIQN bQCl111dEN'I'S
Revision: 8�3�Q21
oo�zao-i
GENERAL C6iVD1710N S
Page 15 of 63
construction to be exn.ployed by Contractor and safety precautions and programs incident
ther�to; or
2. ofller data, interprel;ations, opu�zons and information c�ntained in such reports or shown ar
indicated in such drawings; or
any Contractar in�expxeiation o� or conclusion drawn f'rorn any "teclulical data" or any such
othe� data, interpt-etations, opinions or in�arznation.
C. Cont�actox shall not b� responsible for any Hazardaus Environrnental Condi�t�on uncovered or
revealed atthe Site which was nat shown ar mdicated in Drawings or Spec�ications or identified
in the Cpn�ract Documents to be witkzi�i tlie scope of the Woz-lc. Contractor shall be xesponsi}aIe for
a Haz�rdous Envz�onmental C�ndition created with a.ny rzxateria.ls brought to the Siie by
Coni�•actar, Subconi�actors, �uppfiers, o�• anyone e1�e for whonr� Contractor is r�spansible.
D, If Contractor encounters a Hazardous Environz�nental Cond'r�ion or ifi' Con�•actor• or anyane far
whom Contractor is responsible creates a Haz�z-dous Envirflnmental Condition, Cont�actor skaall
immed'zately: (i} secure oz- otherwise isolatie such candition; (ii) siop alI Work in connection with
such co�ditaon and 'u� ar�y area affected �hereby (except in an emergency as required by Paragraph
b. I'1.A); and (m} noti�'y City (azzd promptly thereafter conf'�rin such no�ice iza wxiting). City may
consider the necessily to retain a qualified �exp�r� to e���uate sucll condiiian or taI�e corrective
aciiort, i� �ny.
E, Contractor shall n�t be requued to resume Wor1� in conn�c�ion with sueh condition ar ir� any
affectedareauntil afterCity has obt,airz�d any required permiis r�lated thereto and delivered writien
notice to Contractor; (i) specifyv�g that sucl� condition and any a��ected area is or has been
rendered suitable for the resuznption of Wor1c; or (�} specifying ai�y special cr�ndit�ons under �rhicl�
such Work rnay be r�sumed.
F. Tf aft�r receipt Qf such written noiice Cant7ractor does not agree to resume such Work based an a
reasonable belief if is unsafe, or does nat agree to resume such Woxkundar sucla speczal conditions,
ihen City may order the port�ion of th� Worl� tb.at is in the area affectedby such condi�io� to be
deleted from tlse Woxlc, City �nay have such deleted portion of the Work performed b� City's own
forces or others.
G. To the fullest extentpe�mitted by Laws and Regulations, Contractor shall indemn� and holc�
�arr�xless City, frorn arad againsi all clairns, cosis, losses, and damages (incl�ding but r�ot limitec�
tn all fees and charges of er�gineers, architecis, aito�raeys, and a ther prafessionals and all cott�t
or arbitratian or oiher dzspute r�esalution costs) r��ising aut of or relating to a Hazardous
Environn�ental Condition created by Contracioror by anyoneforwhom Contractor is responsibl�.
�lothirtg in this ParagYaph 4.06.G s�hall abligate Contt�acio� to indemnify an}� indiwidual or entity
fror�a ar�d aga�nst the consequences of thai individual's or� enti�-y's ou�n raegligence.
H. The pxovision� of Paragraphs 4.p2, 4.03, and 4.04 do not apply to a Hazardous E�vironmental
Condition uncovered or r�vealed at the �ite.
C1TY OF FORT WORTH
ST�INDAADCON57Ri7CT[ON SPECIFiCAT[ON DOCUMENTS
Revision: 8r2312(1Q1
oa�aoo-i
C�NERAL GON�ITION 5
Page 16 af 63
ARTICLE 5 —BONDS AND INSUR�iNCE
5.01 Lieensed SuYetiesandl�asu�ers
All box�ds and insurance r�quired by the Contract Documents to be p�rchased a�d maintained by
Conixactor shall be obtained from surety or insurance companies that are duly licensed or autharized
in the State ot� Texas io issue bonds or insu�rance policies for the Iimits and coverages so required.
Such suz'ety and ins�ance campanies shall a�so meet such additional �equireme�.ts and c�ualif'ications
as may be provided in the Suppl�mentaty Conditions.
5.02 Perfo�-rnance, Payment, andMaintenanceBonds
A. Contractor sb.a� furnish performance and payment bonds, �n accordance wi�h Texas Government
Code Chapter 2253 ar successor statute, each in. an arnouni equal ta the Contract Price as
security for il�e fait��ful perforrs�a.z�ce and payment oi all of Contractor's abli�ations under the
Contract Documents,
B. Contractoa� shall furnish ma�ontena�ce boncls in a� amount aqual to tl�� Cont�•act Price as security
to protect tk�.e City agairzst any def�cts iti any porti�n of the Wor1c described in t.�e Contt�act
Documents. Mairitenance bonds shall �•emain zn effect far two (2) years after �1a.e date of Final
Acceptance by the City.
C. All bonds shall be sn the form preseribed by th.e Contract Docume�ts exce�t as provided o�lierwise
by Laws or Regulations, axzd sball be e�ecuted by such sureties as are named in the Sist of
"Compaxzies Holding Certificates of Authority as Acce�ptal�le Siuefies on Fedez-al Bonds and as
Accepta.ble Reinsuring Coxnpani�s" as publashed in Circular S7� (amended) by the Financial
Managernent Service, Suxeiy Bond Branch, U. S. Department o£ the Treasiuy. A� bond5 sign.ed by
an agent or at�orney-in fact z�st be accompaxaied by a sealed a.x�.d dated power of attorney which
sl�all shaw that �t �s effecti�e on the da.te t.�e agent or attorney-ion-fact sigr�ed each bond,
D. If the surety on any bond f�r�shed by Conf�'actor is declared banlaupt or becomes insolvent oz i�s
right to do business is tez-minated in the State of Texas or it ceases ta meet t}�e requirements o�
Paragraph5.�2.C, Contracta� shall prozx�ptly notify City a�d sha11, within 3� da�rs afterihe event
givi�ag zise ta such notificatian, provide another bond and suxety, botih of wh.ick� sha11 comply with
the requirements of Paragraphs 5.01 and 5.02.C.
S.Q3 Ceriificates aflrasu�ance
Contracior shali deliver ta City, �vith capies to each additional insured axzd loss payee ident�fi.ed in the
Supplementary Conditions, certificates af insurance (other evidence of insuarance re�ues�ed by City or
any other additional insured} in at least the mitiux�um amount as speci�i�d in t�e �upplementary
Conditians which Contractor is required to purchase and maintain.
The certafcate Q� insi.uance shall document the City, and alI identif'ied entities named in the
Supplemez�tary Condi�ons as "Additional Inslu'ed" an a111iability policies.
CITY OF FORT WOit'Ci]
STANDAI2DC�15TRUCTIQI� SPEC]FICATION DOC'(3MENTS
Revision: 8l23l11�21
00 �a oa - �
CtiENERALCONDITION S
P aga l7 of G3
2. The Contractor's general Iiability in�urance shall include a, `�er projeci" or `�ea• location",
endorse�nent, which shall be identifed in the certificate of insuranc� provic�ed to the City.
3. The certificaie sha�l be signed by an agent authorized to bind coverage on behal� afthe in�suz•ed,
be complete in i�s entirety, and show camplete inslu•ance carrrer naznes as Iisted in the current
A.M. Best Properry & Casualty Gl.iide
4, The insurez-s for aIl policies must be ficensed and/or approved to dn buszzzess in the 5tate of
Texas. Except for work�rs' co�npe�ation, all insurers rnust hav� a n�iz�uz�um rating of A-:
VII in the civa•ent A. M. Best Key Ratir�g Guide or have reasonably eq�zvalent financial
st�•engih and solvency to th� sat'rs Faction af R�sk Mazzagement. If the rat�zg �s below that
req�ired, r�vritten approval of City is �equi�recl,
5. All appficable poficies sha� include a Waivex of �ubrogation (Rig,�.ts af Recovery) ic� favor
of the City. Tn addi�ion, the Cont�actor agrees �o wa�e all rights of subrogation against the
Engineer (if a�plicable), and each additional i�nsured identi�led iz� the 5upplementary
Conditzons �
6. �'ailure of the Ciry to demand atxch cert�iif'icates or other evidence of full compl�ance with the
insurance requirements or failure af the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's abl�gation to maintain such lines
of iz�suranc� coverage.
7. If insurance �olicies are n.ot written for specifed caverage limits, an Umbreila or Excess
Liabiliry insurance for any differences is required. Excess Liabiliry shall foTlow form of the
�rimary coverage.
S. Unless otherr�vise stated, all requrred insurance shall be written on the "occurrence basis". If
coverage is underwrit�en on a claims-Ynade basas, the re�roactive date shall be caincicient with
or priox to the dafe af khe effective date of the agreeme�� and the ceztifica�e o� insurance shall
state �laat the coverage is claims-rnade and the retroactive date. The i.nsurance coverage shall
be rnaintaiz�.ed for the duratzon of �ihe Contract and for ihre� (�) years following Final
Acceptance provided under ihe Contract D ocu�ne�.ts ar for ihe warra�ty period, whichever is
longer. An annual certif'icate of insurance submi�t�ed to the City shall evidence s�ch
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neitl�er nullify or aznend, the
z-equired lines of coverage, nor dec�ease the limits af said caverage unless such endorsements
are approved in writing by t}ie Ciiy. In the e�ent a Contract has been bid ar executed and the
exclusions are determined to be unacceptable or the City desires addi.iional insura.nce coverage,
and the City desires t.�e cont�ractor/engineer to obtain such coverage, the contractprice snail
be adjusted by the cost o�'the premitam for such addational covarage plus 10%.
10. Any se1� ins�ed retention (SII�), in excess of $25,a00.00, affe�ting requared insnrance
coverage sha1l he approved by the Ciiy i� regards ta asset value and stocicholdez's' equity. In
CITY OF FgRT WORTH
STAIVDA�bCONSTR[1CTION SPEC[P[CATTON DOCUMENT�
Revisian: 8r1312021
oo7zoo-i
GENERAL CANDITION S
Pa�e 1 S of 63
l�eu of tradi�ionaI insurance, alternatiNe coverage maintained tl�u'ough insurance pools or risl�
ret�ntian groups, must �Iso be approved by City.
11. Any dedu�table in exeess of $5,OOQ.QO, for any policy that does not pz�ovide coverage on a
fust-dallar basis, must be acceptable to and approved by the City.
12. City, ai its sole discretion, reserves the righi to review tihe insura�ce requirements and to
m�ke reasonable adjustments to insutance coverage's and their limits v�hen deemed necessary
and pn�dent by the City based upan changes in statutary 3aw, court dec�sion or the cl�aims
history ofr the industry as well as a� the contrac�ing party to tl�e City. The City shall be required
to provide prior natice af 90 days, and tbe insurance adjustments shall be incorporatecl into the
Wark by Change Order.
13. City shall be eniitled, upo� writ�en request and vwithout e�ense, to rec�ive copies of policies
and endarsements thereto and may malce an.y reasonabte requests far deletion or revision or
moclifcatians of particu]ar policy t�rms, conditians, limiiations, or exclusions necessary to
conforxr� the poficy and endorsements to the rec�ia-em�nts af the Conirac�. Deletions, re�isic�ns,
or xnodifications shall not be requ�red where policy provisions are established by law or
regu3ataons bindin� upon either party or the underwriter on any such poliei�s.
14. City s1�all not be responsible far the di�ect payment of msurance preniitim costs for
Contractar's insurance.
5.04 Contractor's In�u�ance
A. Workers Compensation and �mployers' Liability. Contractar shall purchase and maintain suck�
irisurance coverage with liinits consistent with statutory benef�s outjined i� fi�e Texas Workers'
Comper�sation Act {Texa.s Labor Code, Ch. 406, as amend�d}, and nvniLnum limits for Er�loyers'
Liability as is appropriafe for ihe Work bemg perfor-med and as vcrill provide protectior� from claun s
set forth below which ma.y arise out of ar r�sult fram Cont�racior's perfarmance af the Work and
Can�racto��'s other obligations under the Cantract Documents, whether it i� ta be �erformed by
Cantractor, any Subcont�'actor or Supplier, or by anyone diz'ectly or it�d3rectly employed by any of
them to perform any oi Y.�ie VLWor�C, or by anyone for who�e acts any of them axaay be Iiable:
1, claitns under workers' comper�sation, d�sability benefits, and other siavlar employee bene�'rt
acts;
2. claims for damages because of bodily injury, occupationa.l sicicness or disease, or death of
Cantraetor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to cavering liability
{boci�ly injury ar property dam�.ge) a.rising from: premises/operations, indepen.dent contractors,
productslcomp�eted �opez'ations, personal in.juxy, and iiability under an insured con.tract. Insurance
shall be provided on art accurrence basis, and as com�rehensive as tk�e current Izasurance Sarvices
Office (ISO) poficy. This insurance sha�. apply as primary insurance with respec� to any other
CTI'Y OF FORT WORTH
STANT]ARDCpNSTItUCT[4N SPECIFTCATION ➢OCi]MEI�TS
Revision: RIJ3D1}2l
oa�zaa-i
GENERAL CQIVp I710N S
Page 19 of 63
insurance or self insurance pragrams affbrcied to the City. The Colnrnercial Gcneral Lia�iiity
policy, �hall have no exclusior�s by endorsements tl�at would alter af null�'y premises/operations,
productslcomple�ed o�eratiflns, cantractual, p�rsazxal injury, or advez-izsing in�u.y, whick� are
normally cantained with the poficy, �anless the City appz•oves such excIusions in wrrting.
For consiruction prnjects tI�at present a substan�ia.1 campleted operation exposure, �e City may
requu�e tk�e contractar to zx�aintain completed operations coverage far a mrnimum o� na Iess than
three (3) years following the cornpletion af the project (if ide�tif'ied in the Supplementary
Conditions).
C. Automabile Liability. A cammexcial bu�iness auto policy shall pro�zde coverage on "any auto",
defined as autos owned, hired and non-own�d and provide indemn�ty for claims for danaages
because badily in.jury or death of any person and or properly damage arising flut of the work,
maintenance or use of any motor vekucle by the Con�ractor, any Subcontxactor or Suppfier, or by
anyone drrectiy or indirectly employed by any o� thern to pe7•form any of the Worl�, oi• by anyone
for whos� acts an.y of tham may be Iiable,
D. Railroad Protective Liability. If any af the work or any warranty work is vv�thin the ]imits flf
raih•oad xight-of r�ay, the Contracior sha11 comply with the requirements identified in th�
Suppleznentary Conditinns.
E. NotificaiionofPolicy Cancellation: Coniractor shaJl izxunediaiely not.i£y City u�on cance�latzon
or ot�er Ioss o£ ins�arance coverage. Contractor shall stop worlc uniil xep�cement insurance has
been �rocured, There shai� be no time cxedit for days not u�orked pursuant to fnis sec�.on.
5.�5 Acceptance ofBo�adsandlnsurance; Op�ion to Replace
If City has any objection to 1:h� c�verage afforded by ox oi:her provisions of the bonds or insurance
requi�ed to be purchased and maintained by the Con�t�actor utt� accordance �cuith Article 5 on the basis
oi non-confor-mance wi� the Contract Docuznents, the City shall so notiFy #1ze Contractor in writzng
within 10 Business Days afterreceipt of the certificaies (or nther evidence requested}. Contractor shall
provide to the City such additional informat�an in respec� o� ir�sura�ce pra'vided as the City may
reasonabiy request. If Cont�-actor does not ptirchase or inaintain all of the bonds and insurance requir�d
by the ContxactDocuments, the City shall notify the Cont�-actor in writing of such failure prior to th�
start o�'the Warlc, or of such failure to maintain przor �o any change in, i:he required covezage.
ARTICLE 6 -- CONTRACTOR'S RESPQNS�BILITIES
6.01 Supervision and Super�intendence
A. Cont.ractor sha.11 supervise, ir�spect, and direct the Worlc compe�ently and effieiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to per�orrn �he
Worl� in accordance with tYie Contract Documents. Coz�t�ractor shall be solely respansible �or the
means, �ne�iads, techniques, s�quences, a.nd procedures of construction.
CITYOFPOR'C WOR'I`H
STANDARbCONSTRUCT]ON SPECTFICAT[pN I30CiJIvIEN7'S
Revisian: 82317A21
QO72OD-1
GEN�RALCON�ITIONS
Page 20 of 63
B. A� all tirnes during the progress oi tl�� Worle, Contractior sha�l assign a eompetent, English-
spealcin�, Supezintendent wlio sk�all not be replaced without wrztten notice to City. The
Superintenden� will be Contractor's represe�tative at the Site and shaTl ha�ve authority to act on
behalf of Conixactar. All communicatin� gi�en ta or �-eceived fiom il�e Superintendezzt shall be
binding on Co�tractor.
C. Coniracto� sha�l notify the City 2� hours prior to znaving areas during the sec�uence of canstruction.
6.42 Labor; WoYkingHouYs
A. Cont�ac�or sha31 provide com�etent, ,sui�ably qualif'ied persannel to pexform construction as
requn'ed by the Cont�act Docurnents. Coz�tractor shall at all times rnaintain� gaod discipline and
ordex at the �ite.
B. Exeept as otherwise required for the safety or protect�on of perso�s orr the Work ar property at
the Site or adjacent thereto, and e�cepi as othe�vise stated in the Co�tract Documen�s, all Work
at the Site sha11 be pe�ormed during Regular Warking Haurs. Con�ractor will not pe�it the
per�ormanee of 'UL�a�� beyond Regular Working Hours or for Weekend V1jorl�ing Hours wzthout
Ci1y's written consent (which w�l n.ot be unreasonably withheld). Wri�ten requesi (by �etter or
electrQnic eommunica�ian) to perforna Wor1c:
i. for beyond Regular Working Hours rec�uest must be made by naon at least two {2j Busines5
Days prior
2. far Weekend Working Hours request must he �de by noon o� the preceding Thursday
3. for legal holidays request must be made by noan twa Business Days prinr to the legal
holiday.
6.Q3 Services, Materials, and Equipfnetat
A. Unless otharwise specified in the Contract Documents, Contractor sha11 provide and assutna full
responsibiIity fo� all services, rna.terials, equipme�t, Iabor, transportation, construction equipment
and machinery, tools, appliances, fue1, power, light, heat, telephone, �crater, sanita�ry fac�lities,
temporary facilitaes, and ail other facilities an.d mcidental� necessary for the performance,
Contractor required testing, s�art up, and eornpletion of �1ie Worl�.
B. All materials and equipment incarporated into �he Work shall he as specified or, if nof spacified,
s�►all be of good quality and new, except as othez-wise pravided in �he Cantract Docurvents. AIl
special warrantaes and guarantees required by ihe Specif'ications skaa.11 ��pressly ruxz to the benefit
of City. If required by City, Cont�'actar shall fuz-nish saiis€actary evidence (inctuda�.g reporis of
required tests) as to the source, kind, and quaJit� of materials and equipment.
CTT'Y OF FORT WOR'I`H
STANDARDCONSTRUCTION SPECIFICATI�N I]OCIlMENTS
Revision: £3�3i1A2i
ao �a ao - i
GEN�RAL C6N�ITION 5
Page 2l oFG3
C. All materials and ec�uipment to be incorparated into the Worlc shall be si:ored, app]ied, insiall�d,
connected, erected, protected, used, clean�d, and conditioned in accordanc� with mstz-uctions o�
the applicable Suppl�er, except as oth���i�� may be provided in �he Con�ract Docuxnents.
D. AII items of standa�d equipment ta be incorporat�d into i:he Warlc shaIl be th� latest mnde� at the
time of bid, unless oti�erwise specifed.
6.04- Pro�ect Sc�iedule
A, Cantxactar shall adl�ere to thE Project Schedule established in accordance with Paragraph 2.07
and the General Requi�ements as it may be adjusted frazz�. time to tun� as pz-owided below,
1. Cont�-actor shall submit to Ciry for acceptance (to tha extez�t inc�icated in Paragraph 2.07 and
ihe General Requirements} proposed adj�ist�ments in th� Project Schedul� tha# will not resuIt
in chariging the Contract Time. Such adjusimer�ts will cazz�ply with any pravisians o£ th�
General Requireinentis applicable thereto.
2, Gont�actor sha1� submit tQ City a m.onthly Proj�ct Schedule wi� a moz�thly progr�ss payzr�ent
for the duration of the Contract m accordance with tl�e schedule speci.fiication O1 32 16.
3. Praposed adjustrnents in the Project Scheciule that wiIl cbange the Coniract Time shaIl be
submitted in accorc�ance wiih the requiremerits of Article I2. Adjustm�nts in Coni�act Time
may only be made Uy a Change Order.
b.05 S�bstitutes and "ON-Eqz�als"
A. Whe��ver an item of material oz• equipment is specified or descz•ibed in the Contrac� Documents
by �sing t}�e name of a prapz-ietary item or the name of a particulax Supplier, the specification or
descrip�ion is itrtended to Establish ihe type, function, ap�earance, az�d qualiry requ�ed. Unless tlle
specification ar description car�taixis or is followed by words readit�g �at no like, equivalent, or
"or-equal" item or no substitutioz� is pet-mzt�ed, ot.kier items a� ma.teria.l or equipment of other
,Suppiiers may �e submitted to Gity -Eox review �nder the circutnstances descr�ed beZow.
1, "Or-Equal"Iterns: If u� City's sole discxetion an item a£zr�aterial flr equiprz�ent proposed by
Contractor is functianally equal to �hat named and suf'�iciently similar so tnai no chang� in
reIated Work will be requireti, it ma� be considered by City as an "o:r-equal" item, in which
ca�e review and approval oiF the proposed item xnay, in City's sole discration, be accomplished
without compIianc� with some ar al1 of �he requirernenis for approval o�propo�ed substitute
rtems. Fa.r the puiposes d� this Paragraph 6,OS,A. Z, a proposed item of ma terial or equipma��
will be cazasidered functional�y equal to an i�exn so narned if:
a. the Gity deter�es that:
1) it is at least equal in materials o� cons�ction, quality, durability, appearance,
s�rength, and design cY�aracteristics;
CITY OF FORT WORTH
STANL7ARbCONSTRUCTION SPEC[�ICATIpN DQCLRvIEI�7TS
Rev[sion: $/13n�OQ]
OD72fl0-k
GENERAL GONDITION S
Page 22 of G3
2) it will reliably perform at Ieast equally well the func�on and achieve the resul�s
imposed by the desigr� concept ofthe completed Project as a iunctioning whole; and
3} it has a proven record of performance and avai�bility of z'esponsive service; and
b. Contxactor cert�f"fes ihat, if approved and i�ncorporated into the Work:
1} there wi11 be no increase in cost ta the City or irxcrease in Cantract Time; and
2) i� viwill conform substantially to the detailed requu�ements of �he iterr� named :� �he
Contract D ocument�.
2. Suhslitute Iterns:
a. If in City's sole daseretion an item. oimateriai or equipment praposed by Contractor daes
not qualify as a�a "ar-�qua1" i�em under Paragraph 6.O�.A.I, it may be submitted as a
propased substitute item.
b. Contractox shall submit suf�icien.t �nrmation as provided below to a31ow City to determine
if the itezn of material or equipxz�ent propased is essent�ally equivalent ta ihai named and
an acceptable substXtute iherefor. Requests for review af proposed substitute items of
rnaterial or equipment will not be accepted by City from a�yone other tb.an Con�ractar.
c. Contx�actor shall malce �ritten ap�lication to City far review of a pzoposed substitute item
of materia.l or equipment that Contractor seeks to fixrnish or use. Th� application shall
comply witl� Section 01 25 Qa and;
I) shall certify tha.t the proposed substitute �em will:
a) perform adequately the funct�ons a�d achieve the results call�d for hy the general
design;
b) be sixniiar in substance to that specified;
c) be �uited to the sarne use as that specified; and
z) �vilt state:
a} the extent, if any, to which the use of the propQsed subs�itute item will prejudice
Contractor's achievernent of fir�al completion on time;
b) whet�er use of the pxoposed substitute item in the Work will requir� a change ita
any of the Contraci Documents (or in ihe pravisions of any oiker direct contract
wi�. Ci#,y for other �ork on the Project) to adapt the design. to the �aropose d
substitute item;
CITY OF FflRT WORTH
STAIIDAADCONSTRllCT[QN SPECIA[CATION 770CCJMENTS
Ret�isian: 8rL3/2(12l
ao�zoo-i
GENERAL COND I7ION 5
Page 23 of G3
c) wh�ther incorporation or use of tt�.e proposed substitute itezn in connection with
ihe Work is subject to payment of any license fe� or rayal�y; and
3} will zdentify:
a} all variati�ns of t11e proposed substitute ite� from t�at specified;
b} availat�le engineerir�.g, sales, maintenance, repair, and rep�acement ser�ices; and
4) sl�all contain an itemized est.imate of a11 costs or cxedits that will result d'u•ectly or
indi�ectly from use of such substitute iiern, inchiding costs af redesign and Damage
Claims a�' other contractors affected by any resulting change.
B. Substi�ute Constr�uciionMethods orPs�ocedu�-es.• If a specific rneans, method, technique, sequence,
or proc�c�ure af eonstruetion is e�ressly required by the Cantract Doci�nents, Contractox may
furni�h or utilize a substitute means, zneihod, technique, sequence, or procedu.re af construction
approv�d hy City, Contractor shaI� subzrut sufficient inforrnatian fo allotiv City, in City's sole
discretion, tn detez�znine tl�at the substitute proposed is equzvalent to that e�re,ssly called For by
the Contract Dacu�ments. Contractar shall malce wri��n applzcation to City for review in the same
manner as t�pse provided in Paragraph b.OS.A.2.
C. City's Eval�alion: City wzll be allowed a rea�onable tim� withizx which to e�valuate each
praposal or submittal made pursuantto Paragraphs 6.05,A and 6.OS.B. Ciry zxaay requ�-e Contractox
io furnish add�itional cEata �.bout the proposed substitute. City wilI be the sole judge of acceptability.
No "or-equal" or substitut� will be ordered, installed oz utilized until City's review is complete,
which �i11 be evidenced by a Change Order in the case of a substilut� and an acc�pted Sul�mrttal
for ari "or-equal." City will advrs� Cantractor in writing a� zts determuiation_
D. ,Special Guar�antee.• City may require Cantaracior to fiunish at Con�ractar's e�pense a special
per�orxnance �uara�tee, warranty, or other �urety with respectto any sub�titute. Cont�acto�shall
irademnify and hold harnzless Cily an� anyorae di�ectly o� indirectly employed by thernfrom and
�gainst any and all claims, danuzges, losse� and expenses (includingc�ttorneys fees) arisingout of
the use af substituted materials or equipnx�nt.
E, City's CostReirnbu�senzent: City wiIl record City's costs in evaluating a substit�,ate proposed ar
submitted by Can�xactar pursuant ta Paragraphs 6.OS.A.2 and b.05.B. Whet�ez- or not City
approves a substiitute so pxoposed or sul�muitted by Cont�actox, Contraetor may be xequired to
reiznblu�e City for evaluating each such proposed substitute. Contz•actar may also be z��quired to
reiz�burse City for the charges for rnal�ing cha�ges in the Contract Docu7nents (or rn the provisions
af any other direct contr�ct with City) resulting �ram the aeceptance of each proposed substitute.
F. Cont�actor's Expense: Contractor shall provide aIl c�ata im suppart of any praposed substitute or
"or-ec�ual" at Contract�r's e�ense.
CTTY OF FORT WOR.TH
STANDARDCONSTRUCTfON SPECCF[CATION DOCUMENTS
Re�isian: 8�13faA21
007200-1
GENERAL CONDITION S
Page 24 of 63
G. C`ity Substitute Reimbursernent: Costs {sa�ings or charges) at�zibutable to aceeptance of a substitut�
shail be incarporated to the Con�racl: by Change Order.
H. Ti�ae Extensior�s: No additionai t�ne will be granted foz su�stitu�io�,s.
6.06 Concerning Subcontrac�aYs, SupplieYs, c�nd Ot1�eYs
A, Cantractor sl�all per%rm with his own organi2ation, �worlc af a value not less than 35°/n of the
value embraced o� �e Contract, unless othez�wise approved by the City.
B. Contractoar shall not employ any Subcontractor, Sup�Iier, or ot�er individual or entiry, vcjhether
init-ially oz as a replacemant, a�ainst whom Ciiy may have reasanable objection. Conl�acta� sha1l
not be required to employ any Subcanixactor, Suppl�er, or other individual or entity to fizi�ish or
perform any o� the Work against whflm Contractor has xeaso�alale objection (excluding �hose
acceptable to City as indicated in Paragraph 6,06.C).
C. The City may from iime to ti�xze requi�e �he use of certain Subcontractors, Suppfiers, or other
individuals nx entities on the project, and wiU pravicle such requirements in the Supplern�ntary
Condition,s.
D. Miraarity Business EnteNp�ise Compliance: It is City policy to ensure the full and equiiable
participation by Minarity Business Enterprises {MBE) in the procurement of goods and services
on a contractual basis. If the ContractDocuments provide far a MBE �oal, Contractor �s required
to coxz�ply with the intent of the City's MBE Ordina�zce (as amended) by the fol�awing:
J, C�ntractor shalI, upon reque�t by City, �rovide complete and accurate it�ormation regarding
actual wor1� perfor�x�ed by a MBE on the Contca ct and payment therefor.
2. Coniractor will noi make additions, deleiio�s, or substitutions of aecepted MBE without
written consent of �he City. Any unjustified change or deletion shall be a mat�rial breach of
Contract and may result in debarn3ent m accQrdance witi� the pracedures autlirked in the
Ordinance.
3. Contractor shall, upon requestby City, allow anaudit and/ar examination of anyboolcs, records,
or fi�es in t1�e passession of tb.e Can�ractor t�hat wiIl substantiate the actual work performed by
an MBE. Material �nisrepresentation of any nature will be graunds for t�r�aination of -the
Contract i�n accordance with Paz-agraph 15.02.A. Any suchmisrepresentation imay k�e graunds
for disqua.lifzcatian of Contxactor to bid on fuiure contracts with the City �or a period of
not less iha� three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcantractars,
SupplZexs, a.nd other individua�s or entities perfoxming or furnishing a.ny af �lie Work just as
Cantractor is respons�le �or Coni�actor's own acts and amissions. No�ing in the Contract
Docuzxzents:
CTTY OF FORT WORTH
STANI]ARZJCO�TSTRUCTION SPECIFICATIQN DOCUMEIV'I'S
Revision: $23/LU21
007200-I
GENERAL COND1710N S
Page 25 of b3
1. shaIl create foz- the bene�t of any such Subcontracior, SuppIier-, or other indi�vidual or entity
any contractual relationship between City and any such �ubcant�actor, �upplier ar other
individual ox ez�tzty; nor
2. shall create any abligation an the part of City to pay or ta see to the paymen.t of any mflney�
due any such Suhcontractar, SuppIier, ar otl�er indi�zdual or entity excepi as may othez�wise be
requi�red by Laws and Regtzla.tions,
F. Cantractflr shall be solely responsi6le far sck�eduling and coordinating tk�e Worlc of �ubcon�ractors,
�uppkers, and otl�e� andividua�s or eniities perfornning or fiu•ni�shing �ny o:f ihe Work undar a ctirecf
or indirect contract with Contractor.
G. All Subcon�ractors, Suppliers, and such other individuaIs or entities performing ar i'-�ux�ishixig any
of the Work shall cfllnmunicate with City through Contractox.
H. All Work periarnned for Con�ractor by a Subcontractor or Supp�ier �vill be pursuant io a.ta
appropria.te �greement between Con�t'actox• and the Subcont�actor oz �upplier whicb specifica�ly
binds the �ubcontz-actor ar Supplier to the appIicablf: terms and condations of the Con�ract
Documents for the l�enefit af City.
b.07 YVage Rates
A. Duty to pay Prevailing Wage Rates. The Con�ractar shall comply with all requit-ements o�
Chapter 2258, Texas Government Code (as �mended}, including the payment of not less than the
rates deiermined by the City Council o�' the Gity of Fart Worth to be t�e pzevailing wage rates in
accordance with Ck�apter 2�58. 5uch prevailin.g vwage rates are included in these Contraet
Documents.
B. Penalty far Violation. A Contractor or any �ubcontractar wha does not pay th� pre�ailing wage
shall, upon den�and made by the City, pay to �he City �60 for each warlcer employed %r each
calendar clay or part of the day t�at the wozker i� paid Iess tl�an t�Ze p�revailing wage rates stipulate d
in thes� contract documents. This penalty shall be retained by the Ci�y to offset its admi�ist�ative
cosis, pursuant to Texas Government Code 2258.023.
C. Cosnplaints of Violations and City Dete�minatian of Good Cause. On receapt of information,
including a complaint by a worker, concerning ar� alleged violation of 2.2.5&.023, Texas
Gavernment Code, by a Cantractox or Subcontraetor, the City shall make an initial
detern�iz�ation, before the 31sf day a£ter the date ihe Ciry receives the information, as to whether
good cause exists to believe that the violaiion occurred. The City shall notify in writing the
Contraetor ox Subcontractor and any a��ectedworker of i�s initia] deterz�nination. Upon the City's
deterrrunation that there is good eause to bekeve the Contractar �r Subcontractor has violated
Chapter 22S$, tk�e City shali retiain the f-ull amounts claimed by the claimant or claimants as the
difference betweex�wages paid and wagcs d�e �der the prevail'u�g r�age rates, such amounts b�ing
subtracted it�om successive progress p�yments pencling a final d�t�rn7inatzon of the violation.
CITYOF FOI2T VrORTT�
S'I'AND.4RDCONSTRUCT[aN 3PECIFICAT[ON DpCUME?�1TS
Reviszon; �1
00 72 00 -1
GENERALCON�ITION S
Page 26 of 63
D. AYbitration Requi�ed if Violatior� NotResolved. An issue relating to an alleged vialation of Section
2258.023, Texas Government Code, including a penaity owed to the City or an affecied warker,
sl�all be submitted ta bincling arbit�ation in accordance with the Texas General Arbitration Act
{Article 224 et seq., Re�is�d Statutes) if the Contractor or Subcontracior and any affeciadworker
daes not resalve ihe issue by agreem:entbefare the I5th day afterthe date t�ze City malces its initial
deterrninat�on pursuant ta Paragraph C above. If the per�ons required ta arbitxate urader this
sec�ian do not agree on an arbitrator befare the 1 lth day after �e da.te that a�-bitratian is xequired,
a disi�'ici court shall appoint an arbit3ratox on the petition o� any of the pexso�as. The City i� �ot a
pa�•ry in the arbitration. The decision and award of �he arbitratar i� final and bmding on all paztzes
ax�d may be enforced in any court of campetent jurisdiction.
E. Rec�rds to be Mazntairaed. The Contractar and eaeh Subcontractar shall, �'or a period of three {3)
years following the date of acceptance of the worl�, maintain records tk�at show (i) the name and
occupation of each worker employed by the Contractor it� the construction of the Work provic{e d
£pr in tlus Contract; and (u) tYie actual per diem wages paid ta each workez. Tbe records shall be
�pen at al� reasonable hours far inspection by the Gity. Tbe provisions of Paragraph {.23, Right
#o Audit, shall pertain to this inspection.
F. Progress Payrnents. With each progress payment ar payroll period, vcrhiche�er �s less, L-he
Contractor s�iall submif an affidavit sta.ting thaithe Contractor has comp�Zed �rith the rec�uirements
of Cha�ter 2258, Texas Governrz�.ent Code.
G. Posting of Wage Rates. The Cantractor shall post pr�vailing wage rates in a conspicuous place at
al! ii�nes.
H. Subcont�acio� Corrapliance. The Contractor shall include 7n its subcontracts and/ar shall
otherwise require all of its Subcontractors ta comply wiih Paragraphs A througk� G above.
6.08 PatentFee�s and Royalties
A. Contractor shall. pay alI Iicense fees and royalties and assume all costs inczdent ta the use in the
perfarrnance of the Work ar tlne incorparation in �li� Wark of az�y invention, desi.g�n, process,
product, or device which is the subject af patent rights oz copyrights held by others. If a particular
itiv�ntion, de5ign, process, producfi, ar d�vice is specif"ied �n the Corzixact Documents for use Yn tke
performanee of the Work and if, to tiie actual l�nowiedge of Ciry, iis use is subject to paten� rights
or cop�-ights calling for the payznent of any license �ee ar royalty to other�, tne existence of such
rights shall be disclosed by City im tl�e Contract Doeuments. Failure of the City to disclose such
informat�on does nat relieve the Con�ractar from i�s obligations to pay for the use of said �ees or
royalties io others.
B. To Phe fullest extent permitted by Laws and Regulaiians, Con�-actor shall indem.�ify and hold
har�rraless City, f�om �xnd against all clairns, costs, Iosses, and damages (irxcluding but nat limited
to all fees and c�iarges of engineers, a�chitects, atto�neys, and ather prafessionals and' all couri
or arbit�-ation or other dispute resolution casts) drising out of o� relating to any infNingement of
patent raghts ar copyrights incident to the use in the perfoYmance of the Work or resultingfrom
CTCY OF FOItT WORTT3
STANDARDCOIQST&UCTlON �PBCEFICATION IIOCLiM�NTS
Revision: 8�1312[�ll
oa�zoo-�
GENERAL CONpITlON S
i'age 27 oF G3
the incarpora�ion ira the Work of any invention, design, p�ocess, product, o�^ device not speci�ed
in the ContrrxctDoeuments.
6.09 Permits and U�ilities
A. Gontractor o�itained permits and iieenses. Gontractor shall obtain. azad pay for aIl construction
permits and I�censes except thase pro�vided for in the Supplerrientary Conditions or Contt-act
Dacuments. Ciiy shall assi�t Contractor, �rhen necessary, in obtaining such permits and licenses.
Coniractoz shall pay aIl governmental charg�s and izaspection fees necessazy for the prosecution of
i;he Work which are applicab�e at the time of apening of Bids, o�, if tbere are no Bids, �n tk�e
Effec�ive Date of the Agreement, except for permits provided by the Czty as specified in 6.09.B.
City shall pay alI charges of u1�lit5r owners for connectzons for providing permanent service to the
Work.
B. City obtainedpermitsand licenses. Criywill abiain andpay for alI pezmits and licenses aspxovided
�oz- in the Supp�ementary Canditions or Contract Docrxments, It will be the Con�.•actor's
respons�ility to carry out the pro�isions o� the permit. If the Co�tractor initiates changes to the
Contraet and the City approves the changes, the Contractor is respnnsble for obtaining cleazances
and coordinating with the appropriate reg�latoxy agcncy. The City will not reunburse th.e
Contracl-or for any cost as�oc�ia.ted with these requirernents of any Caty acc�uired pern�it. Tl�e
foliowing are permits the Ciry will obtain if requ.�ed:
1. Texa.s Departnrzent of T�ansportation PermitS
2. U.S. Army Corp� of Engic�.eers Permits
3. Texas Cornir�ission on Environmental Qualitiy Pern�its
4. RaiIroad Company Pexmits
C. Outstanding pern�its and licenses. The City anticipates acquisition of and/or access ta peimits
and licenses. Az�.y outstanding pe�-z�a�zts and licens�s are anticipated to be acquixed in accordance
with the schedn�e set for•th in the Supplementary Condat�ons. The Project Schedule subinitted by
the Contractar �n accordance with the Contract Documer�ts must consider any auistanding pertnits
and �icenses.
6.10 Laws and Regulations
A. Contractor sha�l give a11 notices required by and shaIl comply wi� aIl Laws and Regu]ations
applicable to tk�e perfortnance o� t�e Work. Except where atherwise expressly required by
applica�le Laws and Regulaiions, the City shall not be responsible for monitoring Contractor's
comp�iance vvith any Laws or Regulatians.
B. If Con�tract�r perfai-ms any Work kaowing or ha.ving reason to know tl�at it is contrary to Laws or
Regulatiobs, Coniractor sha11 bear all claitns, casts, losses, and damages (ancluding but nat Iimited
to all fees and charges of engineers, architects, attoz�eys, and other pza�es�ionals and a11
CI'I'Y O�' FpR'T WOIZTI3
STANDARDCONSTRUCTION SPECIFICAT[6N DOCUMENTS
Etavision: 823C1A21
U0720R-1
GENERAL CONpIT10N S
Page 28 of 63
court or arbitration or other dispute resolution casts} arising out of or relating to such Worlc.
HQwever, it sha�l nat be Cantractor's xesponsibili�y to malce certa�n thai the Specif'icaiions and
Drawir�gs are iz� accnrda.nce with Laws and Reg�laiions, but �his shall. not relieve Cantractor o�'
Goniractor's obli�gat�ozls under P arag3•aph 3.02.
C. Changes in Laws or Regulations r�.ot �cnawn at the time of apei�ing of Bids having an effect on
the cost ar time of p�rformance of khe Work may be the subject of an adjustrnent in Contiract Price
or Gontracfi Time.
6.11 Taxes
A. �n a contract awarded by the City, an organization which qualif'ies for exennp�ian pursuant �o
Te�as Tax Code, Subchapter H, Sections I51.301-335 (as am�nded), the Contractor may purchase,
rent or lease all materia�s, supplies and equipment used or cansumed in the per�ormanc� of this
cantract by issuing to )ai� supplier an exernption cert�icate in lieu of the tax, said exemption
cerixf"icate to comply with State Comptralle�'s Ruling .007. Any such e�emptiori cezrtiificate issued
to the Cont�actor in Iieu of th.e tax shall be subject ta ax�d shall comply with the pxovision of State
Comptrouer's Ruling .011, and any other applicable rulings pertaining io the Texa� Tax Code,
Subchapier H.
B. Texas Tax per�ts and 'mfot�nat�on may be obtained from:
1. ComptroIler o£Pubfic Accounts
Sales Tax Divlsion
Capitol Station
Austin, TX 78711; or
2. http:l/www.wiindow.state.tx.us/taxinfa/taxfozxns/93-forms.ktml
6.12 Use of Site and Other Areas
A. Limitatian on Use ofSiteand O�herAreas:
1. Contractor shall confine constructron equiprnent, the storag� of materials and equipment, and
the aperations of worlcers to the Site and other areas pe:t�nxtted by Laws and Regulations, and
shall n.ot unreasonably encumber the Site and other area�with construciion equipment or other
matez�ia� or equipment. Contractox shall assume full resparzs�ility far any damage �o any such
land or area, or to the awnex ox occupant thereof, or of ax�y adjacent Iand or areas resulting
frazn t�e performance of t�e Wark,
2. At any time when, in. the judgment of the City, the e�ntractor has obstructed or closed or is
ca�xy�g on operations in a pariion of a street, t�ght-of way, or easem.ent grea�er than �s
necessary for proper execution of ilie Work, ihe City may require the Gontractar to finish the
sec�ion on which aperati�ns are in progress befare vvo�k is camnlenced an any additional
area of the Siie.
CITY OF FdKT WORTI�
S'I'ANDARDCOlV51`RUCTION SPECIFICA3'i0N AOCi3l�+1�;N'I'S
Revision: 8r1_32Q21
oo�aoa-i
G�NERAI� CON D[T f 0 N S
Page 29 of Fi3
3. Should anyDamage Claim be rnade by any such owner or occupant because ofthe perfoz�r�ance
af the Work, Con�-actor shall promptly atternpt to xesolve the Damage Claim.
4. Pt��suantio Pa�agraph 6,21, Contt-acio� shall indemnifyand hold ha�mless City, from and
against all clairns, cosis, lo,sse,s, and dan�r�ge,� arising out of ar relating to any claim or ccction,
Iegal or equatable, brought by ccny such owner or occupani again�t City.
B. Ren2aval af Debris During Perfornuznce of the LVaYk: During the pt-ogress of the Warlc
Con�ractor shall keep tkke Site and other aYeas free from accumulations of vc�aste materials, z-abbi�h,
and of:her debris. Removal and disposal of such waste materia�s, ru�bish, and other debris shall
cox�form to appIicabl� Laws and ReguIations.
C. Site Maintenance Clec�ning: 24 haurs after wriiten noiice is given to t;he Contractor ikat the
clean-up nn the job site is proce�ding in a maz�z�er unsat�sfactory to the City, if the Contractor fails
to correct the uzasatisfactory proc�dure, the City may tal{e such direct actzon as the Ciry deems
appropri�te to correct the clean-up d�ficiencies cifed to the Cant�actor in the written noiice
(by letter or electronic cominunication), a�d the casts af such direct actian, plus 25 % af such
eosts, shall be deducted from the monies due or to become due to the Contractar,
D, Final Site Cleaning: Priar ta Final Acceptance af the Woxk Contractoi° shall clean the Site and
fik�.e Worlc and make it ready �oz' ui:ilization by Cil� or ad�acentproperty owner. At th� completion
o� t�e Worlc Contractor shall remove from the Site all tools, appliances, const�uction equipment
and miachinery, and stuplus maierials and sball iesiore io original conditian or better aIl property
disturbed by t�e Worli
E. Laading St�uctac�es: Contractor shal� not load nor per�xzi�t any part of any st�acture to be loaded
in any maruler that wilZ ex�danger the struchu-�, nor shall Cont�ractor subject any part �f the �oxk
ar adjacent property io st�•esses or pressures that will endangex it.
6.13 RecordDocuna.ent�
A, Con�ractor shall maintain in a safe pIace at the �i�e or in a place designated by �Yie Cantractor and
approved by the City, one (1) record capy of all Drawir�gs, �pecifcations, Addei�da, Ckzange
Order�, Field Orders, and wxztten inierpreiaiioris and clarifcations in good order and annotated to
show chariges tnade during con.siruction. These record docuznents together vc�i�h all appraved
Sa��Ies and a counterpart of all accepted Submittals wi1l be available io City for reference. Up�
conapletion of tha Work, these record documents, any operation and maintenanee manuals, axzd
S�ibmittaI� will be delivered to City prior to Final Inspec�ion. Con�ractor sha1I include aec�ara.te
locat'rorzs £or buried and unbedded items.
6.1� Safety and Pr�otection
A. Con�-actor shail be solely respanszble for inii�ating, mainta,iniag and supervising all safety
precautions and programs in cannection with the Worl{. Such res�ons��ility does not relieve
Subcontractors of iheir responszbility �or �e safety of persons ar properiy in the performanc� af
the�r work, nor for compliance with applicable safety Laws ar�d Regulatians. Coniractor shall
CITYOFF4RT WORTH
STAN]]ARDCONSTRUCT[ON SAHC[FiCAT'TOM DQCL]MENTS
Revisian: $23fZQ21
007200-1
G�NERAL CDNDVTiQN S
Page 30 o:f 63
take all n�cessary precauiions for t�ie safery of, and shall provide tha necessazy protection to
prevent damage, in�ury or loss to:
1, all persons on the Site ar who may �ie affectedby tk�e Work;
2. all the Work and mat�rials a�d equiprrzent io be incorporated ihereira, whethez� in starage on
or off the Site; and
other properiy at the Siie or adjacent thereto, including tzees, shrubs, lawns, wa�[Zs,
pa�exnents, roadvc�ays, si�uctures, utilzties, and Underground Facalities not designated for
renaoval, �elacation, or replacement m the cQurse of construction..
B. Contractor slzall comply with all applicable Laws and Regulatians xelating to the safety of
perso�s ar property, or to the protectian of persons or property from damage, injury, or �oss; and
shal� erect and maintain alI necessary safeguards for such sa£ety and protection. Coniractor sl�a.11
notilfy owners of adjacent property and of Undergraund FaciJities and other utility ow�rexs when
prosecution af the Work may a£�'ect them, and shall coopexate with Y1�em in the pratection,
remova�, relocation, and replacerr�ent of tkeir prQperty.
C. Contractoz shaIl comply with the applicable requirements of City's safety programs, if any.
D. Cantractor shall infoz�n� Gity af the specif'ic requi�-errients of Contractar's safety program, if any,
with which City's employees and representaiives :must comply while at ihe Site.
E. AIl da.rnage, injury, or loss to any property zefer�'edto � Paragraph6.1�.A.2 or 6.14.A.3 caused,
directly or indirectly, iti vvhole or in pa�rt, by Can�ractor, any Subcon�racfor, SupplieY�, or any othez-
�dividual �r enhty ciuec�ly or indirectly employed by a�y of them to perfarm any of the Work,
or anyone for whose acts any of them naay be liable, shall be remedied by Contractar.
F. Conteactar's duties and resp�ns�aailities �ar safety and for protectian of the Warlc shall continue
unti� such time as all the Work i� completed and City has aecepted the Work.
b.15 Safety Representative
Contractar shall inform City in writing of Contractor's designat�d safety representative at the Site.
6.16 Hcrzard CammunicationP�agrartas�
Contractor sha.11 be respansible for coorcli�ating any exchange of �rziaterial safety daia sheets or o�er
hazard communication infor�nation requiured to be made available to az excl�anged beiween or aznong
employers in accordance with Laws or Regula�ians.
6.17 Erne�-gencaes and/nr�ecta'fieation
A. In emergencies affecting t11e safety or protection of persans or the �Vorlc or properEy at the Site or
adjacent thereta, Coniractor is obIigated to act to prevent threatened damage, in�ury, or 1Qss.
Contractor shaIl gi�ve City prornpt written notiee if Cantractor 6elieves that any sign�icant
CTTY OF FORT WOR'CH
STANDARI]COl�STRUCTION SPECIFICATCON DOCUHrIEI+]TS
Revisian: 8/l_3/Z�21
oo�aoo-i
GEN�F2AL CONf31TI�iJ S
Pa�e 3I of 63
cl�a�nges in the Wor1� ar vatiations f�orn 11ze Con�ractDocumenis have be�n causedthereby ox are
requi�ed as a result thereof If City determines that a change iin tk�e Cant�actDacurnents is reqt�ed
because ofthe action taken by Contractor in re�ponse to suc� an emergency, a Change Ordex zz7ay
be zssued.
B. Should the Co�tractor fail to respand to a request from the City to recti�fy any di�crepancies,
omissions, or eorrection necessary to conforrz� u�i�h the require�nents of the Contract Documents,
the Cit� shaIl give the Contractor written no�ice that such work or changes are to be performed.
The writ�en notice sh.all direct atteMtion to the cliscz•epant condition and request the Contraciar to
take remeciial action to coi�rect t�-ie condition. In tkae event the Contractar daes zzoi lake positive
steps to fulfill this written request, or does not show just cause for not taking the pxoper action,
wzthin 24 hours, the City may tal�e such remedial action with City forces or by contxact. The City
shall deduct an amount equal to the entit�e costs for s�ck� rernedial action, plus 25%, frorrx any
iunds due or become due the Con.tracior on the Project.
6.18 Subnaittals
A, Contractor shall submit required Subnuitals ta Cziy �or xevi�w and acceptance in accordan�e
w�ith t11e accepted Schedule of Submittals (as required by Paragraph 2.07). Each sub�nittal wi11 be
identified as City may requi�e.
l. Submu.t nurribe� of copies spec�ed ixi the General R�qtziremex�ts.
2. Datashov;rn ar� the Subznittals wili be cflmple�e wzth respectto c�uantities, dunensions, specified
performance and design criteria, materials, azzd szmiIar data to show City the services,
materia.ls, and equipinent Contractor proposes to provide and to e�able Ciiy to re�iew the
information �or tlie limited pi�rposes requir�d by Paragraph 6,18.C.
3. 5ubrn�t.ta.� subrnitted as herein provided by Contractor and reviet�ved by City for
conformance wiih the design concept sha11 be executed in eflnfoz7nruty with the Con�ract
Documents unless athe�tiv�se requ'rred by City.
4. When SubrnittaIs are submit�ed for the purpose of showit�g the installa,tion in greater detail,
tY�e� xevi�w sha11 not excuse Caz��ractar from requirelnents shown on the Drawings az�d
Speci�cations.
5. Far-Information-Only submittals upon which th� City is not expected to conduct review or
take responsive actzon may be so identified ira the Contract Documenis.
6. Submit required number of Samples specif"ied in the Specifications.
7. Clearly itienti.fy each �ainple as �o mat�rial, Supplier, pertinent data suckz as catalog nutnbers,
ihe use for wkazch intended and oth�r data as City may rec�uire to enable City to review the
submitta.X for the limited ptuposes requrtred by Paxagraph fi.18.C.
CITY QF FORT WORTH
STANDARDCON$TRUCTION SFECIFICATION DOCTJMENT5
Revisian: &'L3C1112I
oo�zoo-i
GENERAL CON�ITION S
Yage 32 of G3
B, Where a Submittal is required by the Coni�•act Documents or the Schedule of �ubmittals, any
related Worlc performed prior to City's review and acceptance of the pextineni submittal will be
at the sole expense and responsi�ility of Contraetor.
C. City's Review:
1. City will provide t�x�ely review of required Subinittals in accordance with the Schedule of
Submitials acceptable ta City. City's review and aceeptance will be anly to determine if ihe
it�rns cavered by the submit�als will, after installation or �ncorporation in the V�orlc, conform
to ihe information given in klie ContractDocuments andbe cazn.pat�le with the design concept
of ihe cornpleted Project as a fiulctioning wl�ole as i�ndicated by tkze Contract Documents.
2, City's review an.d acceptance will not extend ta means, methods, iechniques, sequences, or
pracedures of corzstr-uctian {except where a particular means, mathod, technique, sequence,
ar procedure of consttuction is speci�'ically and expressly called for by Y.Iie Contract
Docunlents} or to sa�ety precautions or programs incident thereto. The review and acceptance
of a separate item as sucb will nai iit�dicate approval of the assembly in which the item
functions.
�. City's review a.zad acceptance shall noi relieve Contractor from responsibility for any
variatian fronn tk}e requirements of the Contract Documents unless Contz-actor has complied
witl� the requirexnents of Section 01 33 OQ and City �as give� written acceptance of eack�
such varia.tion by sp�cif'ic writte� nota.�on thereof incor}�orated in or accompanying tJ�e
SubnlittaL City's revie�xr and acceptance shall not relieve Contractor frox�n xesponsibility fox
co�nplyin� wiih t�e requ�ements o� the Cantract Docuznent�.
b.19 Contin�ingthe Work
Except a� otlaervvise pro�vided, Co��ractor shali carry an the Work and adl�ere to the Project �ch�dule
during all disputes ar disagreeix�.ents with City. No Wark shali be delayed or postponed penciing
r�solution of any dispuies or disagreements, except as City and Contractar rnay atherwise agree m
writing.
6.20 Cont�actor�'s General Warranty and Gua�antee
A. Contractor warrants and guarantees to City that a1I Work will he in accardance with the Cantxact
Docurnents and w�ll not be de#'ective. City and its o�ficers, directors, zx�embexs, part�iers,
emplayees, agents, coz�sultants, and subcon�ractors shall be e�t�tled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's waxranty and guarantee her�under excludes d�fects or darraage caused by:
1. abuse, modif"ication, or ixnproper ma.inienance or operation by persons other than. Contractor,
Subcon�ractors, Supp�iers, or any other it�divid�zaI or enhty for vvhom Con.�ractor �s
r�sponsible; or
C1TY OF FQRT WORTH
STANI7�IRDCOHSTRUCTiON SPECIFICATION DOCUMENT5
Reviszan: 8IJ3I11]21
oo72pa-r
�EN�RAI� CON� IT16N S
Page 33 of b3
2, nazx�nal wear andtear t�n.der normal us�ge.
C. Contractar's obligaiion to per�oz-m and co�plete th� Worlc in accordance with the C�nixaci
Docum�nts sk�all be absolut�. None of the fo�lowing wi.11 constitute an acceptance of Work ti�at is
not in accordance with the Cantract Documents ar a release of Contractox's ob�igation to per�ax-zx�
th� Worlc ir� accordance with �-ie Conixact Doc�n�nts:
1. observations by Ciry;
2, recommendation or payment by Ciry of anq progress or firial payme;nt;
3. the issuance of a certificate of FinaZ Accepiance by City or any paymefft x-elated thereto by
Ciiy;
4. use or occupa.ncy of the Work or any part thez-eof by City;
5. any revietiv and acceptanc� of a Subznrttal by City;
6, any inspection, test, or appa•oval by a�hers; ar
7. any correction of def�ciive �ork by City.
D. The Contractor s1�.11 xemedy any defects or da�nages in the �ori� and pay �oz• any d�nlage to
o�kaer wark or propei-ty resulting there�ror_n which sha11 appear wrthul a p�riod of twa (2) years
from tbe date of Final Acceptance of th� Wax� unless a langer period is specifi�d and s�iall fiarnish
a good and stafficient maintenanc� bond, cozxaplying with tlae requirements o�' Article
5.02.B. The City will give notice of obsertred defects with r�asonable prompiness.
6.21 �ndemnification
A. Cont�actor covenants and agrees to indenanify, hoId harrr�ess and defend, at its own
e�pense,the City,its offiic�rs,set-vants andemployees,fromand againstany and all claims
arising aut a� or alleged to arise ovt of, the wark and serviees to be pe�-fo�med �y the
Contxactor, i�s officers, agents, employees, subcontracfors, �icenses or invi�ees under ihis
Contract. THT� TNDFMNIFTC'AT10N RnVi�TON S� FrrFrrar r v rNTFNnFn Tn
OPERATT'. ANn BT. FFFF.C`TTVF +.VEN 1F TT T� AT (''7Fn nR PR VEN THAT AT T
OR SOMF nF THF nAMAfYF� RF.T� S�iT�YHT a R f ALT�FT) YN WHOLF nR YN
PART� RY ANY A.T, OMT��T(lN OR NF(ii.T(�FN F THF (1TTY, This fndemnity
provision is xn#ended io include, wi�hout �irnitation, indemruty for costs, expenses and legal
fees in�curred by the City in de�e�ding agaanst such claims and causes of actions.
B, Contractorca�enantsandagrees toindemnifyand holdharmle�s,atits ownexpense,theCity,
its officers, servants and employees, fram and against ar►y and all loss, darnage or destruction
of property of the City, aMsing out a� or alleged to arise out o�, the work and se�rvices to �
�aerforrned by the Can�ractar, its o�cers, agents, employees, sUbcontractors, licensees or
invi�ees under this Contract. THIS iNnFMNTFI ATTnN PR[7 DN 1�
crrY o� xo�T woxTi-�
STANDARDCflNSTRUCTION SPECIF[CATION DDCUMENT5
Reuision: 8/23�2D21
OD720U-1
GEN�RAL CONDlTION 5
Fage 34 af 63
' = -►1-1 -� �' ►----►-! �- --- - --�_ �-►
� _ _ �_i : _ � ; � �_ � : : �_ : � � ►� _ _ � :_ _ i :�� • - - � �. � _ e��
� ,— � � . .�:� —�: ��::_ : _ �u__ �. ��
► + � - --- -
6.22 Delegation afPr�ofessional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically requi�ed by the Contract Dacu:ments for a partion of the Worl� or unless sucll services
are required to carry out Contractor's respaz�sibiliYaes for conslxuction means, rnethod�, techniques,
sequences and procedures.
B. If professional design serv�ces or certifications by a des� pro�essional related to sysierns,
z�nateria.I� or equiprnent are specifically required of Contractor by the Cont�'act Document�, City
wiU specify all performance and design criteria that such services mL�st sati��'y. Contractot• shall
cause such servic�s ar cer�ifications to be pravided by a properly l�censed professional, whose
sign.ature and seal shall appear on aIl drawings, calculations, speei�'zcat�ons, certiiications, and
Submil�als p�eparedby such professionaL �ubrnittals related to the Work designed or certified by
sueh pra�essio�al, if prepared by others, shall bear such professional's writCen a�proval when
submikted to City.
C. Citty shall be eniit�ed to rely upon the adEquacy, accuracy and completeness of the services,
certifications ar approvals performed by such design professionals, pravided City h�s specified
to Contractor performance and design crrteria that such services must saiisfiy.
D. Pursuantto this Paragraph 6.22, City's review and acceptance of design calculations and desigr�
drawings wi11 be only for t�e li�ited ptupose of checking for conformance wi�.h performance and
design criteria. given and khe de�ign concept e�ressedin the ContractDociunents. City's review
and acceptance of Submittals (except design calcula.tions and design drar7vings) will be on.ly for
the purpose stated in I'arag�taph 6.18.C.
6.23 RighttoAudit
A. The Contxacto� agrees that the City sha�, until �he expirati.on of three (3) years after fuial
payment uncier ik�as Cantract, have access to and the right to exam�e and photocopy any clirectly
pertinent books, documents, papers, and records o� t1�e Contractor involving transac�ions relating
to this Can�ract. Contractor agrees th�.i the Ciry shall ha,�ve access during Regular Working Hour�
to all necessary Cant�ac�ar facxlities and sball be pravid�d adaquate and appropriate wark space
in arder to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contracior reasa�able advance notice of intended auclit�.
B. Contxactoz fi�er agrees to include in all its subcontracts hereunder a provision io the effect that
the subcon�ractor agrees that the Ciry sha11, uniil the expiraiion of tivree (3) years after fmal
payrxient un.der this Cont�•act, have access �o and the right to exainine and photncopy any directly
pertinent bool�s, documents, papers, and recards of such Subcontractor, involviug transactivns to
the subcontract, and further, that City sl�aIl l�ave access during Regalar Warkirig Hours to all
C1TY OF FO12T WORTH
STANDARDCONSTRUCTI4N SP�CIFICATTON UOCiTNIEN'PS
Revisian: 8IL31?.021
007200-1
G�NERAL CONDITION s
Page 35 of 63
�ubeonf�actor faciIities, and shall ba provided adequate and appropriate wark space in order to
condtact audits in cozrzplianee WItYI �1e pravisions of ilvs Paragraph. The City shaIl gi�e
Subcont�actor reasonable advance notice of intended audits.
C. Conta•actor and �ubcontractor ag,�-ee to photocopy such docur�n.ents as may be requested by t}ae City.
The Ciry agrees to reimburse Contractor for the cost of th� copies as foIlows at the rate pubIished
in �he Texas Administrative Cade in effect as of the time copyrng is perform�d.
6.24 Nondisc�irnination
A. The Ciiy is responsib% for qperatin.g Pubiic Transpartation Pxagrams and implem�nting �ansit-
reJated projects, whi,ch are funded ui part with Federal fman:cial assistance ar�vai•ded by tk�e U, S.
Deparlar�ent �f Transport�tion and the �ederal Transit Ad��inistration (FTA), �ithout
discrimiz�ating against anyperso� in tkae rinited States on the basis of race, color, or na�ional origin,
B. Title VI, Civi2 Rights Act of 19d4 as amended: Coz�t�ractor shall comply wi�h the requirements of
the Act and f�e Regulations as further defined azz� ihe Supplementa�r Condations for any project
receiving Fede�-aI assistance.
ARTICLE 7— OTHER �VORK AT THE SZTE
7.01 Related Work at5ite
1�. City may per�'orrn other woz-k rel�tec� to the Praject at the Site with Ci�y's empl�ayees, or other
City contractors, or tllrough other duect cont�•acts �ezefor, or have other v;�flrkperfoz�ed by utility
owners. If such othes• worlc is not notad in the Con�ract Document�, then written noti�e th.ez-eof
will be given to Contractor prior �o sta�rting any such other work; and
B, Contractor shali afford each other contractor who is a party to such a direct cantract, each utility
owner, and Ciry, i#' City is �performing other wark with Ciry's employees or otk�ex City contractors,
proper and safe access to the Sit�, provide areasonable opportunity for the introdnction and siorage
of ma.terials and equipment and the execution of su�h other worl�, and properly cooxdina�e the
Worl� with t1���rs. Contractar �hall do all cutting, fzttin.g, and paiching a� the Wark ihat may be
required to properly conneet or otherwise make its several parts come togeth�r and pxopexly
integrate with such o�er worlc. Contractor shall nat enda�ger any wo�lc of others by cut�irzg,
excavati�g, or otl�erwise altering such work; provided, however, that Contrac�or may cut �r aI�er
otl�ers' woxlf wi�� the written consent of City and the others whose wark tivill bc a�ected.
C, Ifthe proper e�ecution ar results of any pazt of Coniractor's Work depends upon work perforrned
by others under th�s Ariicle 7, Contractox shal� inspect such of,her wark and promptly report fo
C�ty in verriting any delays, defect5, or deficienczes in such other wor�c that xe�.der it unavailable
ar unsuita.ble �'or the proper execut�on and results of Contractor's Wari�. Contractor's failure to so
report will constitute an aceeptance of such ather work as fit and proper for integiration with
Contractar's Work except for latent defects in tl�e wark providec� by others.
CITY O�' PbRT WQRTH
STANDARDCflNSTRUCTION SPECIFICATIpN DOCiIMENTS
Revisian: 8�13/2fl21
oo�2no-�
GENERAI. CANDITION S
Yage 36 of 63
7.02 Coordination
A. If City intends ta contract with oihers for the pez-forma.nce of other work on the Project at the
Site, tlae �ollov��g will be set forth in Supplementazy Co�di�ians:
1, the individual or entity who wi� have authoriiy and respor�ibility fax coordination of the
acti�vi�ies among the various contractors wiIl be identif"ied;
2, the specif'ic matters to be covexed by such authority and responsbilily will be itemized; and
3. the extent af such autb.ariry and responsibilities wiil be provided.
B. Unless othezwise provicled in the Su�plementary Condit�ons, City sha1� have authority for such
coordina�ion.
ARTICLE 8 — CITY'S RESPONSIBILITIE5
S.O1 Communicatians to Contracior
Excepi as otherwise provided in tkae Supplementa.ry Conditions, Ciiy shall is�ue all carnrnunications
to Con�'actor.
8.02 Furnish Daia
City shall tun.ely furnisb th� daia required under the Contract Documents.
8.43 Pay When Due
City shall make payments to Contxactoz in accardance with Artiele 14.
8.04 Lands and Easements; Reparts and Te.sts
City's duties with xespect fo providing lands and easements and providing engineering su.rveys to
establish reference poinfi� are set forth in Paragraphs 4.�1 and 4.OS. Paragraph 4.02 refers to City's
identifying and maki.ng available to Contt�actor co�ies of reports of �xplorations and tests of subsurface
conditions and drawxn.gs af physical conditions relating to existing surface ar subsurface strucfiu.res at
or contiguous to the Site ikj.at h�:ve been utilized hy City in prepariz�g the Contract DQcuments.
8.05 Change Orders
City shall execute Change Orders iri accorda�n.ce with Paragraph 10.03.
$.06 Inspectians, Tests, arad App�ovals
City's responsibility with respect ta certain inspe�tions, tests, and approvals is set forth in Pa�ragz'aph
13.03.
CITYOF FORT WOR'FH
STANI7ARDCOIVSTRUCTION SPE�IFICATION DOCUMEdVTS
Revision: 8�il�Q21
Q0720D-]
GEN�RALCONDITI.ONS
P flge 37 of 63
8.07 Limitations on City's Responsibilities
A. The City sha11 nat supervise, direct, or have control or autharity over, nor be responsible for,
Contractor's means, �nn.etbods, techniques, sequences, or pxocedures of construction, or the sa�ety
precautions and programs ix�.cident thereto, or for any fail�ue of Contractor io comply with Laws
and Regulations appficable to the p�rfonnance of the Woxl�. City will not be respansibl� for
Cantractor's faiiure fo perforrz� the Work in accordanee w�h the Cont�aci Documents.
B. City will notify the Coniractflr of app�icable safety plans pursrzant ta �aragraph 6,14.
$.p8 Undisclosed Hazardo�s Envi�or�r�ental Candition
eiry's responsibili�y verifh respect to an undisclosed Hazardflus Enviroxzm.ental Condi�ion is set fortih
in P aragraph 4. 06.
8.09 Complianee v�ith Safety P�ogram
While at the Site, City's empIoyees and re�resentatives �hall comply with the sp�cifi� applicable
�equizemerits of Coniractor's safety programs of vvhich City l�a.s been informed pursuant to
Paz•agraph �.14.
ARTICLE 9— CZTY'S OB SERVATION STATUS DURING CONSTRUCTION
9.01. City's P�'oject �i�anage�^
City wiJ.l pr�vide one ar more Project Manager(s) during the cons�ructian period. The duties and
respan�ibiliiies and the Iim'rtatians of autk�oriLy of City's Project Manager during const�-uctian are set
forth rn the Coniract Documents. Th� City's P;roject Managei for this Con1ract is identif'ied in the
Supp�ementax•y Condi�ions.
9.02 Visits ta Site
A. City's Projeet Manager will make visit5 to the Site at intervaJs appropriate to the various stages
of construction as Ciry deems necessary in orde� to observe the progress ti�at has been made and
t�e c�ality of the various aspects of Contractar's executed Wor�. �ased on information
obtained during such visi�s and obsezvatians, City's Project Manager wi11 determine, in general, if
tbe Work is proceecling in accordanee witki the Contract Documents. City's �roject Manag�i will
not be required to malce exha.us�ive ar contznuous inspections on the ,Site to c�aeck the quaIity ar
quantity of the Work. City's Praject Manager's efforts will ba directed tativard providing City a
gre�.fier degree of confidence that the completed Work will conform generally to the Contract
Documents.
B. City's ProjectManager's visits and observations are subject to all the limitatiar� on aufllarity and
responsibility in the Co�tract Documents including those set fortb. u� 1'aragraph
8.07.
CT�CY O'F FORT WORT�T
STANDA12DC013STRUCTiON 5P�CITICAi'IDN DflCUM�]�TS
T�evision: 8Q3IlAZ1
U07200-1
G��IERAL CONDITION S
Page 38 of 63
9.Q3 Autho�ized Yariations in Worlc
Ciry's Project Manage:r may authori�e minor variataons in tl�e Wark from ihe requirements of ihe
Contract Document5 which do not it�volve an ad�ustment in the Cont�aci Price ox flae Cantract Tirne
and are compatible with the des'rgn cancept of the completed Project as a functianrng �hole as
indicated by the Cont3ract Documcnts. These ma:y be accompIished by a Field Order and will be
binding on City and also on Cont�actor, who sha31 perfoxrn the Wark involved promptly.
9.04 Rej ecting Defeetive YYor�C
City will have aufhority to reject Work wlaich City's Projeet Manager believes to be defeciive, or will
not produce a campleted Pro�ect that canforms to tlae Cantract Documen� o�r that wrll pY�ejudice the
integr'rty af the deszgn concept of the completed Praject as a functioning whole as indi.cated by the
Cont�act Docutnents. City will have authority to conduct special inspection or iesting of tne Worl� as
provided in. ArtzcIe 13, whether or not th� Worlc �s fabricated, installed, ox completed.
9.05 Determinatio�as fa� Wo�k Performed
Con�ractor will determine the actual quan�ities and classifications of �Vork perfarmed. City's Project
Mazaager wiIl r�view with Cont�acior the preliminary determinatzons on such matters before xendermg
a wriite� z'ecommendatian. City's w�ritten decision will be final (exeept as modified to reflect changed
fac�ual conditio�s or mare accurate da.ta.).
9.4b Decisions on Requireme�ats ofCantractDacuenent� and Acceptability af Wo�Ic
A. City will be the mi:tial interpreter of ihe requirerz�.ents af the Contract Dacunnents and �udge of the
acceptab�ity o�the Work thereunder.
B. City will render a written decision on any �ssue referred.
C. City's written decision on the issue referred vvill be �nal and binding on il�e Co�tractor, subjec�
to the provisions af Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA W4RK
10.01 Authorized Changer in the Wo�k
A. Without invalida.ting t�e Contract and witbout notice to any surety, City may, ai any titne or from
time to tim�, oxder Ex�ra Work. Upon notice of such Extra Wark, Contxactor sha11 pro�tly
praceed �uith the Wo�� invo�ved which will be pe�ormed under ihe appl��able conditions of the
Con�ract Documents (except as otheztivi�e speci�"'icauy provided). Ex�ia Work shall be
rriernorialized by a Ghange Order which may or may not precede an order of ��r'a work.
B. For rx�uu�or c�anges of Wark not requiring changes to Cont�ract Time or Contract Price, a Fie1d
Order may be issued by the City.
CTTY OF �'ORT WORTH
STt1NDARDCdNSTR[ICT[bhl SPECIFICATION DOCiJMENT"S
Revision: 8/�3f2021
0072d0-I
GENERAL CONDI710N 5
Page 39 of G3
10.02 Unauthorized Changes in ihe Wor1�
Contractar shall not be entitleti to an �crease i�ri the Contract Price ar an extension of the Contract
Tim� raith respeet to any worlc performed t�at is not requu ed by the Contract Documents as amended,
modif"ied, or supplernented as pro�ided in �arag�raph 3.44, except in ihe case of an emergency as
pravided in Pa��.graph b.17.
I0.03 Execution ofChange Orders
A. Ciry and Contractor shalt execute appropriate Change Orders co�ering:
I, chang�s in the Worl� which are: {i) ord�redbyCity pursuantto ParagraphlO,OI.,A, {ii} rec�uired
because af acceptance of defective �Vorlc ux�der Paragraph 13.�8 ar City's coxreciion of
defective Worlc under Paragraph I3.09, or (i�) a�c-eed to by the parties;
2. changes in the Contract Price oar Contract T'vme which are agireed to by the par�ies, including
any undisputed sum or amount of time for Work actually perforined,
10.04 Extra Wo�k
A. �hould a clif�erence arise as to what does o�� doe,s npt cox�s�itute Extra W or1�, or as to the paynaent
tk�ereof, and the City insis�s upon its perfor�nce, th� Cantractor �hall proceed with �e warlc after
ixaaking written requesi for written orders and shall I�eep accurate account of the actua.l reasanab�e
cost thereof, Contrac� Claims fegardiri.g Extra Wflrk shall be made pu�rsuan� to Paragraph 10,�6.
B. Th� Contractor shall furnish the City such installataon records o�all devia.tions frazn the original
Cantract Documents as may be necessaYyta enable the City to piepare for pez�xaanent record a
carrected se� o�p]ans showing the actual installat�a�.
C. The compensatian agre�d �.ipan �or Extxa Wori{ whether or not initiated by a Change Order shall
be a fuU, complete and �'inal paylneni for a11 costs Con�ractor incurs as a result or rela�ing to the
change ox Ext�a Woi•lc, whether said costs axe �rnown, unlmown, %reseen or unforeseen at that
time, includ.'vng without limitation, any casts for delay, axiended overl�ead, xipple or impact cost,
or any other effect on changed ar unck�anged work as a result of tne ckaange or Extra Work.
1Q.�S Natification to Su�^ety
Iithe pravisions of any bflnd require notice to be gi�en to a surety of any change affecting the generai
scope af tbe Worl� or th� provisions af the Contract Documents (�cluclin.g, but not limited to,
Contract Px•ice or Contrac� Tim�), the givmg of any such notice vcrill be Conixa�tor's respansibiliiy.
Th� am�u�.t of each applicable bond will be adjusted by the Contractor tfl �refleet the effect of any
such change.
CTT'Y OF' E'flRT WQRTH
STANDARDCONSTRUCTIOH SFECIFICATIaN DpCUMENTS
Revision: 823C�1
OD7200-1
GENERAL CaNpITfON S
Page 40 of 63
10.06 Contr�act Claims Process
A. City's Decision Required: All Contraci Claims, except those waived pursua�� to Pazagraph
l 4.09, sha�l be referrec� to the City for decision. A decision by City shall be required as a condi�ian
precedent io any exercise by Contractor of an.y rxght� or rejnedies he may othexwise �ave under
the Con#�act Doc�nents or by Laws and Regula.tzons in respeet of such Contract Claims.
B. Notice:
1. Written notice stating the general nakure of each Cor�tract Clazrn shall be deliver�d by the
Contractor to City no later than 15 days after tk�e stari of the even:t gi�ving rise �Iiereto. The
responsbility to substan�iate a Contract Claim shaIl rest with the pa�•ty xnal�ng khe Contract
Claim.
2. Notzce of the amaunt or e�teni of the Contract Claim, with supporting data. shall be delivered
to the City on or beiare 45 days from the start of the event giving rise thereto {unless the City
allo�vs additianal iime �ar Cont�ractor to submii additional or m�oxe accurate data in support af
such Gontract Clairzz),
3. A Cont�ract Cla.im far an adjusiment in Conf�act Price sha]I be pr�pared in accordance with
the pxov�sions a£Paragraph 12,Oi.
4. A Cantract Clairn for an adjustment � Contract Tiuxze sha�l be prepared rn accordance with
the provisxans o�' Paragraph 12.02.
S. Eacb Cont�act C�aim sha.11 be accoznpanied by Contractor's written statement that the
ad�stment cl�nned i� the entire adjust�r�ent to wlvch trie Contractor believes it is entitled as a
result of said event.
6. Tha City sl�all submit any xespanse to the Contractor witivn 3Q ciays after receipt of the
cla.imant's last subrniittal {u�ril.ess Cantract allows additional time).
C. City'sAction: City will review eachConiract Claim and, witl�n 3� days afterrec�ipt of the ]ast
subiniital of the Contraciar, i� any, tak� one of the following actions m wziting:
1. deny the Contract Claim in whale or in paz-t;
2. apprave the Coniract Claim; or
3. notify the Cont�actor that the Ciry is unable ta resolve the Cantraci C�im �; �an the City's
sole discretion, i� would be uaappropriate for the City io do so. For pLupases a� furt�ier
resolution of the Contraci Clai�an, such notice shall be deemed a denia.L
CITYOFFORT WORTH
STANDAI2DC�N5TRUCTIQN SPECCFICATIOM DOCiJMgITS
Revision: 82i/2(121
Q07200-[
G�N�RAL CONO IT 10 N S
Page 41 of 63
D. Ciry's written action und�r Paragraph I0.06.0 wiIl be fnal az�d binding, un�less City or
Gontractor �voke the dispute resolution procedu�re setforth in Article 1G within 30 days af such
action or denia�.
E. No Contract Claim fox an adjustment in Coniract Pzzce or Contract Time will b� valid if nat
stiibrnitte� in accorclance with this Paragraph 10.06.
ARTICLE 11. — COST OF THE WORK; ALL�WANCE�; U�iIT PRICE WQRK; PLANS
QUANTITY MEASUREMENT
11.01 Castof ihe Work
A. Costs I�acluded: The term Cost o� t�.e Work means the sum of all costs, except those excluded ir�
Paaragraph I1.OI.B, necessarily incurred and paid by Contractor in the pxoper performance of the
Worl�. When the value of any Work covered by a Change Ord�r, the costs to be reimbursed to
Contractar will be only those additional ar incxeznental costs r�quired hecause o�'the change in the
Work. Such costs shall not rnclude any of the costs itemized in Paragra�h 11.01.B, and shall
�nclude but not be Iimited to the fallowing iie�x�s:
1. Payroll costs for empIoyees in the direct employ of Contractor in the p�rf�rmance af tb.e
Wor1� unc�er schedules of job classifications agreed upon by City and Conl�actor. Such
ernployees shall include, without Iimitation, superintendents, foxemen, and oth�r personnel
employed full time on the Work. Payrall costs for employees not empYoyed full time on the
Wor1c shall be appoi-tio�ed on ihe bas�s of their time spent on t�.e Work. Payroll easts shall
incIude;
a. saJa�rzes wiih a 55% markup, or
b. salar�es and wages plus the cost of fringe bene�its, which shall include social s�curity
contri�utions, unemployment, axcise, and payroIl taxes, workers' com�ensation, health
and r�tirement benefits, bonuses, sick lea-v�, vacatian and hoIiday pay a�pIicable t�ere�o.
The expenses of perforn�.iz�g Work outside a�' lteg�iar Working Hours, Weelcend
Worlcin� Hours, nr legal ho�idays, shaIl be inelu�ed m the abave to the extent auihorized
by Ciry.
2. Cost a� all xxaatexial� and equiprnent furnished and incazparated in the Work, includ'mg costs
o� transpoxta.tion and storage thereof, and Suppliers' field services required iri connection
therewith,
3. Renials af all cflnslructian equipment and machinezy, and the parts t�ereof whather �•ented
from Cont�actor or athers in accordance with rental agraemenfis approved by City, and the
costs af iransportation, loading, unloacling, assembly, disrnanfling, and rennoval thereaf. All
such costs shall be in accordance tivi�h the tez�nns af said rentaI agreemenis. Tkae rental af any
such equipment, machin�ry, or parts shall cease wher� the use thereof is na longer necessary
foz the Wark.
C1TY OF F�RT WOTtT�T
STANbARDCaN3PRUCT[4N SP�CIFICATION �QCiIM�NTS
Revision: 81Z3I11021
D07200-1
GENERAL CflN�ITION &
Pagc 42 of 63
4. Payments mad� by Contractor to Subcontractors for Woric pea-formed by �ubcontrac�toYs. If
required by City, Contractar shall obtain co�peti�ive bids �rom subcontxactors acceptable to
City and Con�ractor and shall deliver such bids to City, who will then deterxx�ime, which bids,
if azay, will be acceptabla. If any subconiract p�ovzdes that the Subcontractor is to be paid on
the basis o� Cos� of the Work plus a fee, the Subcc�ntractor's Cost of the Work and fee shall
be detern�ined in the same manner as Cont�-actor's Cast of' the Work and fee as pravided in
ihis Paragraph 11.01.
5. Costs of �pecial consultants {inclucliorzg hut not Iimited to engineers, azchit�ets, testing
]aboratori�s, surveyars, attarneys, and accountants) employed for services spec�cally related
io the Work.
6. �upplemental costs including tkze following:
a. The propoxtion of necessary tra�porta.tion, trave�, and subsist�nce e�enses o�
Co�tractor's employees g:tcu�red ua discharge of duties connected with the Warl�.
b. Cost, includiu�g transporTa.t'ron and rna.intenance, of all ma��rials, supplies, equiprz�ent,
machinery, appliances, affic�, and temporary faciLities at the Site, and hand tools not
owned by tb.e woricers, which a�re consumed in the per£o�a.nc� of the Work, and cost, less
marlcei value, of such i�ems used but not consumed �ahich r�main the property af
Cantract�or.
c. Sales, consumer, use, and other similar taxes relat�d to the Work, and �or vcrhieh
Coniractar is liahle not covered under Paragraph fi.11, as imposed by Laws and
RegUlaiio�.
d. Deposits lost for causes ather tlaan negligence of Contractor, any Subcantractor, or
ar�yone directly or indirectly err�ployed by any of them or for whose acts any af tbem rryay
be liable, and rayalty payments and fees for pertnits and 3icenses.
e. Losses and damages (and z-elated expenses} caused by darnage to the �+Vork, noi
compensated by i�urance ar atherwis�, sustained �y Contractor in connection with the
per#'armance of the Work, pxo�rided such losses and damages have resulted fro�n causes
ather than the negIigence of Contractor, any Subcontractor, or azayone direcily or indirectly
ennployed by any of them or fox whose acts any of them may be liable. Such losses sha11
iu�clude settlernenis made with the written consent and approval of City. NO Sl1CI1 IQS5�5a
daz�nages, and �xpenses shall be uacluded in the Cost of the Work for the purpose af
deterx�nining Contractor's fee.
i Tlie cost of utilities, fue�, and sanitary facilities at the Site.
g. Minor expenses such as telegrarns, long distance tel�phon� calls, telephone and
communication sezvices at the Site, express and courier services, and similar petty cash
iiems m conneciian vcri�li the Worl�.
CTTY QP FpRT WORTEI
STANDARDCON'ST[tUCTION SPECIFICATION DOCTTMENTS
ltevision: 8I13I1(12I
oo�zoa-�
GENERALCONDITIbhlS
Pag. e 43 af 63
h. The costs ofprelnrurns for all bonds and insurance Contractor i� requrred by the Contract
Documents to purchase and za�ai�atain.
B. Casis Excl�ded: The termCost of the Wor1� skaaJl not include any o�'tbe fallowin.g items:
1. Payroll costs ar�d othex campensation o� Cdn�ractaz•'s officers, ex�cutives, principals (of
partnerships and sole proprietorships), g�neral managers, safety ��nanag�rs, engin.eers,
arclniiect�, estimaiors, attozneys, auditars, accounfants, purchas'rrig and contracting agent�,
expediters, timekeepers, clerks, and Qther personnel employed by Contractor, wh�ther at the
S�te or in Coniractor's princig�al or branch of�ce for genezal admi�tration of the Wark and
not specif�cally includ�d in the agreed upon sched�ale af �ob classifications re�Ferred ta in
Paragxaph 11.OI.A.I ar spee�caJly covere� by Paragraph 11.O1.A.4, alI of whi.ch are to be
ca�asidexed administrative casts covered by the Contractor's fee.
2, Expens�s af Confi•actor's �rincipal and branch offices other than Con�raefior's office at the
Site.
3. Any part of Contractor's capital expenses, including iz�terest on Gontractor's capitai
employed for th� Worlc az�d charges against Contractar for delinquent payments.
4. Costs due ta ik�e negligence of Contractor, any Subconiractor, or anyone direc�ly or indireetly
employed by any of them or for whose acts any of them inay be liable, including but not
Iimited ta, tkie correction of defective Worl�, disposal of nlaterials or equ�ipment wron�ly
supplied, and maki.rr.g good any damage to praperty.
5, Other overhead or ge�ezal expense costs of any lcind.
C. Car��ractor's Fee: When all �he Work i� pez-forrz�.ed on the basis af cost-plus, Contraciar's fee
shall be detern�ir�ed as set for�h rn the Agreement. '�Vhen the value of any WorZc covered by a
Change Order fox an adjustment in Con�ract �rice is determined on the basis of Cost af the
Work, Con�actor's fee shall be determined as set forth in Paragraph 12.Q1.C,
D. Documentatian: Whanever the Cost of the Work for any putpose is to be datert�ined put�suant ta
Parag�raphs 11,01.A and IJ.O]..B, Co�tra�tor will estahlish and znaintain records Yhereaf in
accordance with generally a�cepted accounting practices and submit ir� a form acceptable io Crty
an itemized cost breakdown tagether wit1� suppoxx�tmg data.
11, 02 Allowances
A. 5pecified Allo�vance: It is wa.derstood that Contractor has mcluded in the Cantract Price al�
allowances so narned rn the Contract Docurnents and shall cause tlie VVorIc so cov�red to be
perforrraed for such sums and by such persons ar en#xties as may be acceptable to City.
B. P�e-bidAllowances:
1. Co�tractor agr�es that:
CTI'YOF FORT WORTH
STANDARDCONSTRUCTION 3PECIPICATION DOCUMENTS
Revision: 8�17A21
00 72 QO -1
G�iV�RAL CD�fdITION S
Page 44 of G3
a. the pre-bzd allc]wances include the cost to Contractor of materials anc� equiprx�.ent required
by the allowances to be delivered at the Site, an.d all appficable taxes; and
b. Contractor's costs for unloading and handiiun.g nn the Site, Iabor, install�atioz�, overhead,
pxofit, and nther �xpenses contempla.ted for the pre-bid auowances have been included in
the allowances, and no demanc� for addrtional payment on account of any of the
foregaing will be valid.
C. ContingencyAllowa�ace: Contractor agrees tl�at a contingency ailow�nce, if any, is for t11e sale use
of City.
D. P-rior ta final payment, an appropriate Cha�ge Order wi11 be issued io reflect actual amount� due
Con�'actor on account of Work cavered by allo�ances, and th.e Con�ract Price shall be
correspondingly ad�usted.
11.03 UnitPrice Warlc
A. Where the Cantza�i Documents p�rovide thai all or part af the Work is to bc Unit Price Wark,
initiially the Coniraci Price will be deemed to i�clude for all Uni� Price Work an amount equal fio
the sum of fi.�e unii price for eachseparateiy identif'ied item o£LJnit Price Work titnes t�e estirz�at�d
quantity of each item as i�n�dicated in the Agreement.
B. The estimated quantities of �tEms af Unit 1'rice Work are not guaranteed and are solely �ar the
piupose of comparisoz� af Bids and determining an initia.l Contract Price. Det�rminatioz� of the
actual quantities and classifica�ions of Unit Price VVork pe�orm�d by Conirac�or wili be xnade by
Ciry subject to �he provisions of Paragraph 9.05.
C. Each unit pz-ice will be deerned to include an a�nount considered by Contractox to be adequate to
cover Con.tractor's overh�ad and �rofit for each separately identif'ted item. Work descrbed in the
Contract Dacuxnents, ox reasonably inferred as �equit'ed for a functionally complete iristaUation,
but not identaf'�ed in ihe li�ting of �nit priee ztezns s�i�ll be considered incidental to unit price work
listed and the cost af incid�ntal work inciuded as part �i th� unit priee.
D. City may mak� an adjustment in the Contract Price in accordance with Pat�agraph 12,01 if:
1. the quantity o� any rtem o� Unit Price Work performe�l by Cantractor cliffers materia]Iy and
significantly from the estiz�nated q�an�ity of s�ch item indicaied in the Agre�ment; and
2, there is no corresponda�g ad�ust�nent with respectto any other rtem of Work.
E. Increased or Decreased Quantities, The Czty reserves �he right to order Extra Work in
accordanee wiih Paragrapb 10.01.
1. I�' the changes in quantities or the altera�ians do not si�nifcantly ck�a�ge the character of
work under �e Contract Docume�ts, the altered vvork will be paid for at the Contract unit
price.
CIT'YOF FORT WORTH
STANI]ARDCDAfSTRUCTiON 3PECIBICAT]ON DOCYJMENTS
REVES7017: $CL3I1.OiL
p0720�-1
GENERAL CON�ITION S
Page 45 of 63
2. If th� changes in quantities or ai�erations signi�caritly change the characier of worlc, the
Conixact will be amended by a Change Qrde��•,
3. If no u�if prices e�ist, this u�iIl be considered Ex�ra Wark and ki�.e Contraci w�il be amended
by a Change Oz•dez� in accordance with Article 12.
4, A signif'icant change in the ch�actez� of worl� occurs when:
a, the ck�axacter of wflric for any Item as altered di#'�ers materi,ally in kind or nature from thai
in the Contraci ar
b. a Major Item o�wazk varzes by more than 25% from the original Cantract q�tity.
S. Wk�en the quantity of worl� to be done under any Major Ttem of the Contiract is more than
125% of the original quantity stated in the Contract, tb.en either party ta the Gon�ract may
request an adjustment to ihe unit price on the portzon of �lle work that is abo�ve 125%.
6. Wh�n f1�e quant�ty of work to be done unde�- any Majar Item o� tkae Cantract is Iess than 75%
of the original qua.ntiry stated in the Con#�act, th�n either pa�rty to the Contraci may request
an adjushnent ia the unzt pzzce.
11.d4 PlansQuaniftyNleasacr�err�ent
A. Plans quantit�es may or zx�ay not representthe exact quantity o�woxk perfoz�xxzed or material maved,
handl�d, or placed dwring the execution af the Con�.•act. The estima.t�d bid quantiiies are
designated as final payzx�ent quantities, unless revised 6y the governrng Section or tIvs At-ticle.
B. .If the quantity m�asured as outlined undex "Price azad Payment Procedures" �varies by more than
25% (or as stipulated under "Price and Payment Procedures" for s�ec�c Items} from the tatal
estimated c�uantity for an individual Item originally sk�owz� in the Contract Documents, an
adju�tnaezzt may be made to the quaniity of authorized wo.rlc done for �ayment purposes. Th� party
to the Con�ract requesting the adjustment wi1l pravide feZd measurements and calcula.tions
shflwing the fizaal quantity for which payment will be made. Payrnent for rev�sed qua.ntity will be
made at the unit przce bid for that Item, except as provided for in Article 10.
C, When quantities are re�v�sed by a change in design approved by the City, by Change Order, ox to
correctan errar, or to correctanerror on tk�e plans, the p�ans quantity wi�1 he increasedor decreased
by the amouni involved in the cl�.nge, and the 25% variance wiil apply to the new plans quan�iry.
D, If the totai Cantz'act quantity inultiplied by the unit price bid fox an. individual Ttem is less than
$250 and the Item is no� ariginally a plans quantity Item, tkzen t1�e Item may be paid as a plans
quan�ity Item i�f' the Czty and Contractor agree in writing to f� tk�e fiz�.al quantity as a plans c�uantity.
CTfY OF �'ORT WpRTH
STANDAktDCONSTRUGTION SPECIFICATIOM ]70CIJMENTS
Revision: 8/232621
oo�2oa-i
GENERAL CQNOITION 5
Page 4G of 63
E. For callout work or non-site spec�ic Contr�cts, �he plans quantity measurement requiz-enaents are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRTCE; CHANGE OF CON"1`RACT T�ME
12.01 Change of Contt-actP�ice
A. The Contra.ct Price may only be changed by a Change Order.
B. The value of any V�oxl� covered by a Changa Order will be detei-mitied as follows:
1. where tl�.e Waz•k u�valt�ed is cav�red by unii prices contained in t�e Contract Dacunnents, by
app�ca�io� oi such unit prices to �e quaniities of the items invalved (subject to tl�e provisions
of Paz'agraph 11.03}; or
2, w�iere the Worlc involved is not covered by uni� �rices conxazned ir� the Can�ract Docurnents,
by a mutually agreed lump sum or unit price (Gvhich may include an allowance for overheac�
and profit nat necessarily in accordance with Paragraph 12.O1.C.2), and sha�I izaaclude the cc�st
of any seco�dary impacis ihat are fores�eable at the iime of pricing ihe co5t of Extxa Work;
or
3. where the Work involved is not covered by unit price5 conta�ed �a the Contract Docurnen�
and agreement to a hunp sum or unit price is not reachedunder Paragraph 12,p1,B.2, on the
basis of th� Cost of the Work {determined as provided ion� Paragraph I1.Q1) plus a Con�ractor's
fee for overhead and profit (determined as provided in Paragz-aph 12.O1.C).
C. Cantractor�'s Fee: The Cantractor's additio�al fee for ovezl�ead and pro�'it shall be determined as
follows:
1. a�nutually a�cceptable fixed fee; or
2. if a%xed fee � nat agreedupan, then a�ee based an the following percen.tages of th.e vaa:'ious
portions of ti�.e Cost a� the Wor1�:
a. for casts incurred �ander Para�raphs 11.fl1.A.I, 11.O1.A.2. and 11.0�.A.3, the
Coa�tractar's additional fee sl�all be 15 perceni except for:
1) rental fees for Contractor's own ec�uipment usirig standaa-d xental rates;
2) bands and insurance;
b. for costs incucxed under Paragrap� 11.O1.A.4 and 11.01.A.5, the Contractor'S fee shali be
five percent {S%);
1) where on� or mare t�ers of subcontracts are on the basis of Cost of the Work plus a
fee and no f�ed fee is a�eed upon, the intent of Paragraphs 12.01.C.2.a and
12.O1,C.2.b is that the Subeontractor who actually performs the Work, at whate�ver
CITY OF FORT WORTI-�
5TANDARDCONSTRUCTION SPECIFICATION DOCiIMENT3
Revision: 8�13/1021
0072Q0-1
GENEFtAL CONDiTfON S
Fage 47 of G3
fier, will be paid a fee oF 15 pe�•cent of the cast� incuri•ed by such �ubcontractor under
Paragraphs II.QI,A,I and 11.OI.A.2 and that any higher tier Subcontractar and
Contractor wi11 eachbe paici a fee of fi�ve percent (5°fo) of ihe amoun� paid ta th� next
lower tier Subcontrac�qr, howeve� ian na case sha11 the cumu�ative tota� of fE�s paid be
in excess of 25%;
c. nn fee shall be payable on the basis of costs it�mizecl undel• Paragraphs ].1.O1.A.6, and
��,a�.B;
d. the amount af credit to he allowed by Contractor to City far any change which results in
a net decreas� rti cost will be the amotiu�.t of the aetual net decrease ir1 cost plus a d�cluction
in Contractar's fee by an amaunt equal to five pexcent (5%) of sueh net decrease.
I2,02 Change of Cont�act Tirrae
A. The Gontract Time may only be c�aanged by a Change Qrder.
B. No extensian of the Cont�act T�ne wi11 be aIlowed :Eor E�txa Work or for claitned delay unless the
Ex�ra Wark conternplated or claimed deJay is show� to be on the critical path of the Project
Sck�edule ox Contrac�or can show b� Critxcal PathMethad analyszs how tlie Extra Worl� or cla.uned
de�ay adversely affect�s ihe critical path.
12.03 Delays
A. Where Cont�•actor is reasonably delayed in tk�e pe:rformance ar camplei.ion of any part of the
Wor� wiihin the Contract Time due to delay beyond the cor�trol of Contractor, the Cont�•act Time
�nay be extended in an amaunt equal ta the time ldst due fio �uch dela� if a Contract C1aim i� ma de
therefor. Delays beyond ihe control of Contractor shall include, but not be Iimiied ta, acts or
neglect by City, acts ox negleci �f utiliry owners or otl�er contractors pez•fornaixi� other woxlc as
contempla�ed by Az-Eicle '1, fires, flaods, epidemics, abnormal weatller conditions, ar acts af God.
Such an adjusim.ez�t shall be Contractor's sale and exclusive remedy fa�- the delays descri6ed in
tl�is Paragrapl�,
B. If Contractor is delayed, City shaIl not be lzable to Cantractor for any claims, costs, Iosses, qr
damages {including but not limit�d to aIl fees and �k�arges of engineers, architects, at�orneys, and
other professiana�s and a11 court or arbi�ratian or other dispute xesolution cosis) sustained by
Contractor an or in cannec�ion with any o�her proJect or antzcipated project.
C. Con�ractor s�all not be entitled to an adjustrnent in Conteact Price or Cantract Time for delays
within tl�e control of Conixactor. DeIays attributable to and within ti7e cont�-oI of a Subcontractor
or 5upplier shaTl be deemed to be deIays within ihe control of Coniractor.
D. Th.e Contrac�or sha.11 receive r�o compensation �ar deJays ar Iiindrances ta the Work, except when
direct and unavoidable extra cosi to the Coniractoz is caused by the faiture of the Ciry to provide
infoz�z�ation or material, if any, which is to be iurnished by tkie City.
CTI'Y OF FORT W�RTkI
STANDARDCONSTRUCTION SP�CIFTCATION DqCUMENTS
Revision: 8�3312f121
00 �2 aa - i
GENERAL CONpITI01V S
Page 48 of 63
ARTICLE �3 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL ORACCEPTANCE OF
DEFECT�VE WORK
13.�1 Notice afDefects
Notice of ali defective Work of which City has actual 1�awledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Wark
City, mciependent testing Ia�oratories, and governmental agencies with jurisdictional interests wiil
k�ave access to the Site and �lie Work at r�asonable times �or their c�bservation, ir�speciion, and testing.
Cont�ac�ar shall pr�vide them pr�per and safe conditions far such access and advise therr� of
Contrac�or's safety procedures and pz�agrams so that they may comply �herewith a� applicable.
13.03 �'ests a�nd Inspections
A. Con�ractor shall give City timeiy notice of readiness of t�fie Wark fa�' all required inspection�,
t�sts, or apprflval� and shall coop�rate with inspect�an and testing personnel �o faci.lita.te zequired
inspectio� or tests.
B. Tf Contraci Documents, Laws or Regulatians of any pubfic bady having jurisdiction require any
of the Wark (or part thereo� to be inspected, tested, or approvec�, Can�r'aciar shall assume fizIl
responsi%ility for arranging and obtainir�g such independent inspeciions, tes�s, reiests or appro�als,
pay all costs in connection there�viih, and fiuxa�s� City the requir'ed certificates of inspection or
appraval; excepting, however, those �ees spec�cally identrfied in �1ie �upplementary Conditions
or any Texas De�art�ient of Lice�ure and Regu�ation (TDLR) inspectians, which shali be paid as
deseribed in the Supplementary Conditions.
C. Contractor shall be �esponsble for axranging and obtaining and shall pay all cost� in connection
with any ynspections, tests, re-tests, or appravals required far City's acceptance of materials or
equipment to be inco�porated iu� the Work; ar acceptance afmatierials, m� designs, or equipment
submitied for approval prior to Ca�t�actoz-'s purchase thereof for incorporation in tlie Work.
Such in5pections, tests, re�tesis, or a�pravals shall be performed by organizatior�s acceptab�e to
Ciry.
D. Gity may arrange %r the servzces of an indepe�dent t�sting labora.tory ("Testin� Lab") to
perform any tinspectioias or tests ("Tes�mg"} for any part of tha Work, as determined solely by
City.
1. Ciiy vvili caord'mate such Testing to the extent possib�e, with Contractar;
2. Should any Testing �der #his Section 13.03 D result in a"fa�", "did not pass" or other
similar negative result, �he Contractar shall be respon.szble for paying %r any and all retes�.
Cantractor's cancellation without eause of Ciry initiated Testm.g sk�al� be deemed a negative
�esult and xequire a reiest.
CITY OF FORT WORT`H
STANDARbCONSTI2UCT10N SPECIPICATION DOCiJMENTS
Revision: 872317D21
oo�aoo-i
GEN�Ri4L CON� ITIOH S
Page 49 af G3
3. Any alnounts owed for any retest un.der this Section 13.03 D shall be paid directly to 1:he
Testing Lab by Contxactor, City wiJl �`oxward a1� in.vaices for retesis to Contractor.
4. Yf Contracior fails to pay the Testing Lab, Cit� will not issue Final P ayzxaent until the Testi�ng
Lab is paid.
E. If any WorZc (ar tk�e work of others) that is to be inspected, tested, or approved is cavereci by
Cantractor without written concurrence of City, Coniractor shall, if rec�uested by City, uncover
such Work %r abservation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contr-actor's expense.
G. Contz�actor slaall have the right to make a Contr�.ct Claiiri regarding any retest or invoice issued
utzder Sec�zon 13.03 D.
13.04� Uncovering Work
A. If any Worlc is covered contrary to th� Contract Documents or• speci#'�c in�truct�ions by the City, it
must, if requested by Ciry, be uncov�recE �or City's observation a.nd �eplaced at Confxactoz-'s
expense.
B. If City considers it necessary ox advisable that covered Work be observed by City ar inspected or
testedby others, Contractor, at Czty's requesi, shall uncover, expose, or otherwise make availa.ble
far obs�rvation, inspeciion, or testing as City z�xj.ay requare, that portian of the Worlc in questior�,
fiu-nishrng all n�c�ssary labar, mate�-�a], a�d ec�apz�r�.ent.
l.. I:f rt is faund tltat f11e uncovered Wflrk is defective, Can�rac�or shall pay a�l claims, casts,
l.asses, and damages {in�luding but not Iimited to alI :Eees and charges af engirieers, arc}aitects,
attor��eys, and other professionals and all court or other dispute resolution costs) ar�ing out of
or relating to such uncovering, expa�ure, observation, inspection, and testing, and of
satis�actory :repla.cement or reconstruc�ion (including but not limited to all costs of repair or
repla.ceme�t nfwarko� atYxers); ax City shal� be entitled to acceptdefective Warlc in accordance
with Paragraph I3.Q8 in wkuch case Contractox shall still be responsible for a11 costs associated
with exposing, o���rvit�g, and testing t1�e de�ecti�ve Woxk
2. If the unca�ered Wor1c i� nat fou�d to be defectiive, Cantractor shaIl be aliowed an increase
it� the Contract Price ar an ex�ensian of the ConfractTime, or both, directly attributable to such
un.covering, e�osure, observation, inspection, festiing, replacement, and recorystruc�ion.
13.05 CityMay Stop the Work
Yf thE Worlc is defective, or Contractor fails to supply su�Ficient skilied wor�ers or suitab�e materials
or equipment, or fails to perform the Worlc in such a way that �e completed Worl� will coz�forr�a to
the Contract Documents, City may arder C�ntractor to stop tihe Work, or any portion �herea% until the
cause �ox such arder has �een eliminated; however, this right af Gity to stop the Warlc shall nat gi��e
rise �o any duiy on the part of City to exercise this i-ight for the beneft of Cantractar, any
CITYOF FORT WORTH
STANbARDCOMSTRUCTI�I� SPECIFICAI'lON DOCi7MENTS
Revision; �311.(�1,1
QO7200-1
GENERAL GONDiTIO�f S
Page 50 of 63
�ubcontractor, any Sapplier, any other individual or entity, or any surety for, or employee or ageni of
any of thenn..
13.06 Correction o�RemavalofDefective YT�ark
A. Promptly after receipt of writien noii�e, Caniractor shaIl eorrect all defective Work puzsu�.nt to
an acceptab�e schedule, wheiher or noi fabriea�ed, installed, or completed, or, if the Wark has been
�ejected by City, �reinove it from the Project and replace it with Work that is not defective.
Contractor sl�all pay all cla�rns, costs, additional testix�g, Iasses, and damages (including but not
Imniked to all fees and charges of engineers, architects, atta��eys, and other professionais and all
court or arbitration or other dispute resolution casts) at•is�g out af or r�laiing t4 such correction
or remaval (including but not limiied to all costs of xepa�r or replacement of wark of others}.
Fai�Iure to re�uire �he removal of any defective Work shall �ot constitute acceptance of such Worl�.
B. When correcting defective Work under the te�.x�s of �his Par�graph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void ar atl�erwise impair City's special warranty and
guarante�, if any, on said Work.
13.07 Car^rectian Period
A. Ifwith�n twa (2) years after tkxe c�a.te af Final Acceptance (or such longer pe:riod �itim� as rnay be
prescr�ed by the tern� of any app�icable special guarantee required by the Cantract Documenfs),
any Work is found to be defective, or if ih� r�pair of any damages to ihe land or areas mad�
available far Contractor's use by City nr permitt�d by Laws and Reg�lations as can�emplated in
Paragraph 6.10.A is found to be de�ective, Confractor shall promp�ly, without cost to City and in
accordance with City's writte��. i�truct�on�:
1. repair such defecrive lat�d or ar�as, or
2. cor�rect such defective Work; or
3. 'rE th� defective Work has been rejected by Ci�y, remove it from the Project and re}aJace it
with Work that is not de�ective, and
4. satisfactarily correct or repaiur or rernave and replace any damage to o�er Worlc, to t11e work
of others or other land or area,� resulting therefrom.
B. Tf Contractor does nat �ro�xiptly camply with the �erms af City's written uast�ructions, or in an
emergeney where delay would cause serious risk of loss ar damage, Gity may have the de�ective
Work corrected or repaired or may ha�r� the rejected Work rem.aved a�.d repla.ced. A11 clairn�,
costs, Iosses, and damages (including but not lunited to all fees and ck�arges af engineers,
architects, attorneys, and oiher professionals and ali eourt or other dispute resolution costs) arising
out of or relatmg to such correction or repair or such removal and :repla.cement {including bui not
]imited to all costs of repaiu ar repla.cer�ent of woric of other�) will be pazd by Cnratractor.
C1TY OF PORT WORTFT
5"!'ANDARDCONSTRUCTION SPECIFiCATTDN T]OCLTMENTS
Revision: $23l1A21
ao�zoa-i
GEAfERALC0�IDITIDNS
Page 51 of 53
C. In special cr'rcumstances wk�ere a particular itenn of equi�ment is placed in continuous servic�
beFor� Final Acceptance of all fi11e Woz-lc, the co�reciion period for that item rnay sfart ta run from
an ea7lier date if so provid�d m t}�e Cflnt�act Dacu�ments.
D. Where defective Worlc (and clainage to other Worl� resultn�g tkxerefi-ozxi} has been c�rxected or
xeznoved and rep�aced under this Paragraph 13.07, �h� correciian period hexeunc�ez- with :respect
to such VJork may be required to be extended For an addit�onal period af ane year after the end af
the initial corxection period. City sha11 provide 30 days vcrriiten natice ta Cantt'actor should such
addatzonal wan•anty coverage be required Cont�actor may dispute tivs requirement by f�ing a
Cantract Clainr�, pursuant to Paragraph 10.Q6.
E. Cantractor's obligaiions under tIvs Paxagraph 13.07 are in addition io any otller obligation or
warranty. The provisions af this Paragraph 13.07 sk�all not be cons�ec� as a substitute for, or a
waiver of, i:he provisions of any applicable statu�e of Iizraitation or repose.
13,48 Acceptance ofDefective Wo�k
Tf, inst�ad of requumg correction or rexz�.oval and replacement of defecti�e Work, City pre�ers to
accept it, City ma�r do so. Contractor shall pay all. claims, costs, losses, and damages {including but
not limited to all f�es and charges of ez�gi�eers, architects, attorneys, and other professionals and all
court or other dispute resolution casts} att�ibutable to City's evalua.tion of and determination to accept
such defective Work and �'ar the diminished value of the Wark ta the extent not otherwise paid by
Contracior. If any such acceptance occurs priqr to Final Acceptance, a Change Order will be issued
incorparating ihe necessaiy revisians in the Cont�act Docuznents with respect to the Work, and City
5ha�1 he entitled ta an appropriat� decrease in th� Cont�act Price, �eflect�n.g the dixnin.ished value of
Work so accepted
13.09 City May CarrectDefective Wo�l�
A. If Cantractor fails within a reas�nable tirne after written notice from City to correct defective
Work, or io remove and replace rejected Work as requ�ed by City in accorc3ance with Paragraph
13.06.A, or if Contractor fails to perfarm the Worl� in accordance wit.�. tbe Contxaci Docuznents,
or if Cor�tractor fails to cornply with any other provisian af �he Coni�act Docurnents, City may,
after seven (7) clays uTritten notice ta Con�actor, eorrect, or remedy atry such de�czency.
B. In exercising tlxe rights a�d rarz�ed'zes under this Paragraph 13.09, City shall proceed
exp�diiiously. In connection wi�.la such cor�rective ar iemedial actian, City may exclude Contractor
frorn all or part o�' the Site, talce possession of all ar part of the Worlc and szaspend Contractor's
services relat�d thereto, and incorporate � tb.e Wark all materials and equipment incorporated in
the i1LTarIc, stored at the Site or for which City ha� paid Contxactor but which are stored eIsewhere.
Contractor shall allow City, Czty's representatzves, agents, consultants, employees, and City's
other cantractors, access to tlze Site to enable Ciry to e�ercise t.�.e rights and remedies under this
Paragraph.
C, All claims, costs, losses, and daxnages (inch.u�ing but not Iitnited to all �ees and charges of
�ngineers, arc�itects, aitoxneys, and oiher professionals and a11 court or o�er dr�pute resolut�an
CTI'Y OF FORT WORTH
5TAN17AIZ17COI�TRT7CTSON SPECIFICAT[QN DOCUM�IVTS
Revi9ion; $�}/1,021
fl07200-1
GENERALCON�ITION 5
Page 52 of 63
cos�s} izlcurred ox sustait�ed by Ciry in ex�rcising ihe �•ights and remeciies ux�der this Paragraph
13.09 will be charged against Cantractor, and a Change Order will be issued incorporating the
necessaryre�isians in tb.e Co�iract Dacum�nts with respect to the Work; and City shall be entitled
to an appropriate decrease in t�e Cantract Price.
D. Conixactar s�ali not
pe�fonnance ofi the
P aragraph X 3. 09.
be allowed an extension of fihe Contra:ct Time because of any delay in the
Work attributable to i;he exercise of City's rights and remec{��s under this
ARTrCLE 1� — PAYMENT� TO CONTRACTOR AND COMPLETYON
1�4.01 Scheda�leofVdlues
The Schedule of Vahies far lump suzn contracts established a.s provided in Paragraph 2.07 will serve
as the basis for pro�ress payments and will be incorporated into a£orm of Application fox Pay�x�ez�t
acceptable ta Ciry. Pragress �ayments on accaunt af Unrt Price Work will be based on the nurnber of
units campleted.
14.02 �rpgress Payments
A. Applicatio�sfarPaytnents:
4.
5.
].. Con1ractnr is responsble for providing all information as requ�'ed ta become a vendar of the
Czty.
2. Af least 20 days before ihe da.te established 'm. tk�e Ge�eral Requirements for each progress
paym�nt, Con�-actar shall submit to City fo� � eview an App1'rcation for P ayment filled out and
signed by Cont�actor covering the Worlc compleied as af the date of the Application and
accompanied by such supporting doeunaentatian as is required by the Contract Docu�nent5.
If payment �s requested on t.�.e basis nf rnaterials and equipment not incorporateci im the Wa�'1c
bu� delivered and suitably stored at tlae Site or at another lacati4n agreed to ir� writing, tk�e
Application for Payrnent shall a�so be accompanied by a hill of sale, invnice, or other
documentation warranting that Gity has zeceivedthe materiaJs and equipmeni fi•ee and cleax a�
all Liens and evidence that ihe rnaterials and eqtupment are covered by appropriate insurance
or other arrangement5 to protect City's imferest �lierein, alI of which must be satisfactozy fio
City.
Begit�ning with �he second Applicataan �or Payment, each Application shall include arz a��davit
of Contractor stating tha� p�evious prtigress payments received on account of the Wark ha�e
been applied on accaunt to drscharge Contracior's legitimate obligations associatedwith prior
Applications for Payment.
The amount of retainage with respect to progress payments will be as descrbed in
subsectio� G unless otherwise stipulated in the Contract Documents.
CITYQF FORT WdR"I'H
STANDARDCOI�TAUCTIDN SPECIFIGATION bOCTIMENTS
Revisian: 8�23l2021
oo�2ao-�
GENERAL CON� ITIDN S
Page 53 af b3
B. ReviewafApplications:
1. City will, after z'eceipt of each Applica�ion for Payrnent, eithez- indacate in writing a
recornmendation of payment or return the Application to Cantractor indicating reasons for
refu�ing payment. In the latter case, Contractor may malce the necessazy conrections and
resubrnit the Application.
2. City's processing of any payment requested t�n an Application for Payment will be based an
City's observations of the e�ecutedWark, and on City's review of the Appl'rcation for Payment
and the accompanying �ata. and sehedules, tY�at to t.�e best of City's knowladge:
a. the Wazl� has �zogressed to the point indicated;
b. the quality of the Worl� is generally in accordance with the Contract Docurnents (subject
ta an evaluatio� of the Work as a functioning whole prior to or upon Firial Acceptance, the
results af any subsequent tests called for it� tk�e Coniract Documents, a�'in.al determination
of c�uantities arid classifications for Work performed under Paragraph 9.05, and any oiher
qualifcatio�s stated its the recommendatzan).
3. Processing a�y such payment vvill not ihereby be de�med to ba�e repxesented thai:
a. inspections made to checic the quality or tke quaniity of 11ie Warlt as rt has been pezfoz-xned
have been ��haustive, extended to every aspeci of the Worl� in progress, ar invoived
detailed inspec�ions of the Work beyond the responsibilities speci�cally assigned to City
in the Cantract Docutnenfs; nr
b, there �aay nat be other mat�ers or issu�s between the parties that mighi entitle Contractar
ta be paid additionally by City or entitle City to withhold paynr�ent to Contractor; ar
c. Contracior has complied wi� Laws and Regulations applicable to Contractor's performance
of ihe Worlc.
4. City may refuse to process the whole or any paz-� of any paymeni beeause of subsequently
discovered evidezzce or the results of subsequ�nt inspections or tests, and revise ar revoke
any such payment pxevaously made, to such extent as may he necessaxy to protect City from
loss b�cause:
a. the Work is d�%ctive or cornpleted Work has been damaged by the Contractox' ox
subcontractors requiring cat-rection or replacement;
b, discrepancies in quantities contained in pre�rious applications for payment;
c. the CantraciPrice has been reduced�y Change Orders;
d. City has be�n required to correct defec�ive Work or cornplete Work in accordance with
Paragraph 13.09; or
CT'I`Y O� � ORT WORTH
5TANDARDCDNSTRUCTION SPECIFICATIbN I30.CUMENTS
Revixion: 8l1317A21
oo�zon-�
GENERAI. CONDITION S
Page 54 of 63
e. City bas actual knowledge of the occurrence oi any oi the events enurnerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $40�,04Q at the time of execution, retainage slzall be ten percent
(10%).
2. For contracts greaier tha�a $4Q0,000 at the time of execution, retaic�age shall be five perceni
{5°la}.
D. Liquidated Damages. Far each calendar day that any worlc �hall remain uncomp�eted after the
time �pecified i.n the Conhact Documents, the sum per day specified in the Agreement wiil be
assessed aga:inst tbe monies due the Contracior, not as a penalty, but as da�ges suffered by the
City.
E. Pa�naent: C�ntractor wili be pa�d �ursuant ta �he requureznents of this Article 14 and payment
will becaxzae due in accordance �uith the Contract Docu:r�aex�ts.
F. Reducii�n in Payment:
1. City may refuse �o ma,lce payment of the amount requested becau�e:
a. Liens �ave beerz f�ed in connection with the Work, except where Contractor has deIivere d
a s�ecif"ic bond sa.tis�actary to City to secure the satisfact�on �.nd discharge o� such Liens;
b. there a:re otk�er items entitlir�g City �o a set-off agaia�t khe amount recommended, or
c. City bas actual kn�wledge of �he occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through I4.02.B.�.e or Paragraph 15A2.A.
2. If City refuses to ma.ke paynaent of the amount reques�ed, City will give Contractor written
notice staiing the reasons for such acti�n and pay Contractor any amou�t remaining after
deduction of the amount so withl�eld. City shall pay Contractor the amount so withheld, or any
adjustment theieto agreed to by City and Contractar, when Contracto�• rem.edies the r�asons
far sr�ch action.
I4.03 Cdnt�actar's Warra.nty af Title
Contractar warrants and guarantees that title to aIL Work, materials, and equiprn�nt covered by any
App7ica#�on far Pay�ment,whether incotporated in the Project or not, will pass to C�ry no later than the
time of payment free and clear of all Lier�.
CI7'Y qF FORT WORTII
STANDARI)CONSTRUCTIaN SPBCTFICATION DOCLTMENTS
Revision: 8�I311�1
007200-1
GENERALCDN�ITIONS
Page SS of 63
14.04 Pa�•tial Utiliaation
A. Prior to Final Acceptance oi ali the Worl�, City may use or accupy any part of tY�e Wor� which
has specificalIy been 'rdentified in the Conixact Documents, or which City deternq�mes constituies
a separately fiznctianing and usable part of the Wor1c ihat can be used for its in�ended purpose
W1�YAOlIt 51�1C�11t interference with Contractor's performance of the remainder o� �e Wor��. City
at any time may notify Cor�tractor in writing to permit City to use or occupy any such par-� of the
Wox� which City determitles ta be r�ady fox its intended use, subject to the �ollowing eonditions:
�. Cantraetor at any time may not�'y City in writing that Cont�actor considers any such pa�t of
the Wor1c z-eady for zts intended use.
2. Within a reasanabl� tim� after noti�f'zcation as enumerated in Paragraph 14.OS.A.1, City and
Contraetor sha11 malce an inspecizoza of that part of tlle Wo�'k to dete�nine its status of
completion. Tf City daes not cansider that part of the Work to be substantially complete, City
w� notify Contractor in writing giving the rea.sans therefor.
3. PartialUtiIization will not constitute Fina1 Acceptance by City.
14.05 Finallnspection
A. Upon writ�en noiice from Contractox ihat the entu-e Work is Substantza�ly Cornplete in
accordance with �he Cont-ract Documents:
1. Within 10 days, City vvill scheduIe a Final Inspection with Contractor.
2, City wiIl r�otify Contractar in writrng af alI particulars in� which this inspectian reveals that
tl�e Worl� is incozx�plete dr defect�ve {"Punch List Items"). Con.t�ractox shall immediately talse
such measures as are necessary to complete such Worlc or remedy such deficiencies.
B. Na tirrre charge will be made agai�as� the Contractar between said date af notificatian to �e Cily
of Substantial Completion and the date af Final In.spection.
1. Should the City determine that t�e Worlc is not xeady fox Final Tnspectian, City will nat'riy the
Cantractor it� writang of the reasons and Con�ract Time wi� res�me.
2. Shou.ld the City concuz- that Substantia.I Cornpletion has been achzeved witkz the exception of
any Punch L�st Items, Conta•act Time �will resume far tl�e duration it tal�es for Contractor ta
achie�v� Final Accepta�ce.
14.06 Final Acceptance
Upon completion by Contractar to City's satisfaction, af any additzanal Work identif'ied in t}�e Fina1
Inspection, City will rssue ta Contractor a leiter af Final Acceptance,
C1TY OF FORT WORTE�
STANDARI]CONSTRUCTION SPECIFICAT[aN DOCiJ11�1ENT5
Revisian; &23fZQ21
00 �zoo- i
GENERAL CQ�IDITION S
Page Sb pf 63
14.07 Final Payrnent
A. ApplicationforPay�aaent:
1. Upon Final Acceptance, and iri the opuiian of City, Conlraciflr may malce an applicatzon fox
fin�.l payment following tl�e paroced�xe �o�' pragress payme�ts in accordai�ce witk� the
Contract Documents.
2. The final Appl�eatian for Payac�aent slaall be accompanied (except a� previously delivered) by:
a. aIl documentat�ion ealled fdr in the Cont�ract Documents, including but not limited tn th�
e�idence of insura�ce required by Paragraph 5.43;
b. consent oittie surety, i� any, to final �raytnent;
c. a list o� all pending or released Damage Clainns ag�.inst City that Coniractar believes are
unsettled; and
d. affidavits of payments and complete and legally eifective releases or wai�e�
(satisfactory to City) of all Lien zigk�ts arisiu�g out o� or Liens filed in connection with tY�e
Work.
B. PaymentBeconzesDue.•
1. After City's acceptance of �he Application for Payment and aceozx�panyir�g documentation,
requested by Cantractor, less previous payrnents made and any sum City is entitled,
including but not ]zmited ta liquidated da.mages, w�I become due and payable.
2. Aftex all Damage Clarms have been resolved:
a, directly by the Contractor ar;
b. Cantractor pro�rides evidence ibat the Da�nage Claim has been reported to Contracta�''s
insurance provider for resolution.
3. The making of the fitaal paymen� by the City shall not r�lieve the Cantractar �f any
guarantees or ot.kzer requ�'emen�s af the Cont�-act Documenis �vhich specifically continue
thereafter.
14.08 Final Corrc�leiion Delayed and Pa�ir�l RetainageRelease
A. I� final c�rnpletion of the Work i� signif'icantly delayed, and if City so conf"rrms, Cit� may, upon
receipt of Cflntractor's fuial Application for Payxn.ent, and without terminating the Contract, make
paya�ent af the balance due for that portion of the Wark fiYlly completed and accepted. If the
rernainrng l�alance to be held by City for Woxk not fully campleted or corrected is less than the
retainage stipulated in Paragraph 14.02.C, and i� bonds have been furnished as required in
Paragraph 5.02, the written consent of �he surety to the payment of the balance due for that
CTI'Y O�' �'OKT WOR`1'H
STANDARI�GONSTRUCTTQN SPECIFTCATCbIV I30CUMENTS
Revision: 8�13l1�21
007200-I
GENERAL COND IT 10�! S
Page 57 pf 63
portion of the Work fixlly completed a�d accepted s1�alI be s�bzx�tted by Contractor to Gity with
the Application for such payrn�nt. �uch payrnent shall be m�ade under the ter� and conditions
governing �nal payment, except tha� it sha11 not constitu�te a waivex o� Conta•act Clainas.
B. Partial Retr�inageRelease. For a Con�ract that pro�ides for a separate vegeia�e esfablishment
and ma�tenaz�ce, a�.d test and performance periods �ollowing the compl�tion of all other
construction in the Contract Doccux�ents far all Worlc locaiions, the City may release a portion of
ihe amount retained provided that all oihex work is completed as detern�ed by the City. Before
the r�lease, all s�bmittals aa�d �n.al quaniities must be cornpleted and accepted for all other �vork.
An amount sufficient ta ensure Cont�ac� coix�.pliance will be retained.
14.09 Waiver of Clai�ns�
Tbe acceptance of f"vnal payment will constitute a release of the City from all claims or Iiabilities
und�r the Contract for anything done ar fiarnished or rel�ting to the worlc under the Cont�act
Dacuments oz any act or negIect of City related to or cannected with the Contract.
ARTICLE 1�— SUSPENSION OF WQRK AND TERM�NA'TION
15.0.1 G'ily May Suspend Worl�
A. At any t�me and without cause, City �n.ay suspend the Work 4r any portior� thereof by written
notice to Contractor and whic�a rnay f� the date on. which Worlc will be resui�ned. Contractor sha11
resume the Work on the date so ��ed. During tennpo�razy suspension of the Worlc covered by these
Contract Documents, far ar�y reason, the Ciry will a�aake no extra payment for stand-by ti�ne of
construction equipment and/or construction cx�evvs.
B. ShouJ.d the Contracior rlot be able ta complate a portion of the Proj�et dt�e to causes beyond the
canirol of an.d without the fault or negligence of the Cor�tractor, and shauld it be de�erinined by
inutual consent of the Cont�actor and City that a solution to allow consi�u��ion tio proceed is not
availabl� within a reasonable pexiod of tizne, Con�-actor may �equest an extension in Contract
Time, directly attributable to any such suspension.
C, If it should bacome ilecessary io suspend the Worl� far an inde£'inite period, the Cont�actor shalI
store all materials in such a manner that th�y will not obstruct oz impede the public uz�x�.ecessarily
nor become c�amaged in any way, and he shall ta.ke every precaution to pre�ent dax�aage ox
deierioration of the work performed; he shall provide suita.ble drainage about the woz-k, and erect
teznporary structures where necessaiy.
D. Con�rac�or may be rei�mbut�sed �or tlie cost af maving his equipment aff the job and returriirig �he
nacessary �quipmen� to the jab when it is deterrnined by the City that construction may be
resurned. Such reiml�ursernent shall be based on actual cost to t�ie Contractar of moving the
equipment and no profit wi11 be al�owed, Resmbursement may not be allowed if'the equipment is
moved to anoiher construction pra�ect for the Ciry.
�ITY OF FORT WORTH
STANDARDCDNSTRUCTION SPECIFtCATTON DpC[IME[VTS
ftevision: SrL?/2021
007204-1
GENERALGCiND1T10NS
Page SS of 63
15.02 City May Te�minate for Cause
A. The occurrence of any one o� naore of the follawmg events by way of example, but nat of Iimitation,
may jusiify termiriation for causa:
1. Contractor's persi�tent�ailure ta p�rfarm the Worl� in aceordancewith the Contract Documents
{iu�chidizag, but n.ot l�mited to, fa�ure to supply su�'ficient skill�d worlcers or suitable ma.terials
or equipmezat, £ailure to adhere to the Project Schedule establi�h�d under Paragraph 2.07 as
ad�usied from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's
Business Di�ersity Entexprise Ordir�ance #20020-12-2011established under Paragraph
6.Ob.D),
2. Contractor's disregard af Laws flr Regulations of any public hody hauing jurisdiction;
3. Coni�actor's r�p�ated clisregard of the authority of City; ar
4. Coniractor's vialation in any su�stantial way of any provisions of the Cantract Documents;
or
5. Coniractor's failtare to promptl� mal�e good any defect in ma.terla.ls or worinmanship, or
defects of any �iat�re, ihe correctio� of whi�ch has bee� directed in writing by �he City; or
6. Substantial indication that the Cantractar ha� made an unauthorized assignment of the
Contxact or any fiu�ds due therefrom for the benefir af any creditar or for any other purpose;
or
T. Substant�a.l evidence �hat th� Contractor has become insolver�i or banlaupt, ar atherwise
fiu�ancially ur�able to carry an the Work satisfactar�y; or
8. Contracto� commences legal action in a court of com�etent jurisdi.ctio� agaiu�st t�a.e City.
B. If one or more of the events identifed in Paragraph 15.02A. occur, Ciry wi11 provide writt�r� notice
to Coni:ractor and Surety to arrange a conference with Can�ractor and Surety io addx�ss
Contractor's failure to perforn� the Work. Conference shall be held not Ia.te:r tk�an 1S days, after
receipt of notice.
1. Tf the Ciiy, the Contractor, a�.d the Surefy do not agree to al�ow the Contractor to praceed to
perform the canst�uciiqn Contxact, �lae City z�aay, ta the ��ent permit�ed by Laws and
Regulaiions, declare a Contractor default and %rrnally tern�itlate f11e Con�ractor's right ta
complete the Contract. Contractor default shall nat be declared earlier than 20 days after the
Con�ractor and Surety have recezved notice of can�erence to address �ontractor's failure to
perforxn t}�e Work.
2. If Cont�acto�''s seraice� ar� terminated, Surety shall I�e obligated to taIce o�er and perform the
Work, If Surety does not commenc� perf'ortna.nce thereof within IS cansecutive calendar days
after date of an additianal writ�en notice demanding Surety's perforrnance of its
C1TY OF FQRT WOItTf�
S`I'ANT]AItI]CONSTRUCTION 3PECIBICAT[ON IJOCiJMBNTS
Revisian: $L312(]21
oo�zoo-i
G��i�RAI.CONQITI�NS
Page 54 of 63
obligations, then City, without prncess or actian at law, may take ovex any portion of �e
Wor1f and complete it as descri�ed below.
If Czty completes th� Work, City may exclude Cont�•actor and Surety frorn t1�� site and
talce passession of the Worr�, and all rnaterials and equipment incorporated �nio the Work
stoz�ed at t:he �ite or for which Ciiy has paid Contractor or Surety but which are stared
elsewhere, a�d fiinisb. t�e '�oxlc as City may deem e�eciient.
3. Whether City or �ur�ty completes the Worlc, Ca�t�actor shaIl not be entit�ed to receive a�y
fut•ther pa�rnent t�til th� Work is fmished. I� the unpaid balance o� t.�e Cont�ract Pxice exceeds
all claiins, costs, Iosses and darnages sustained by City arisin..g out of oz• result�.g fi•ozx�.
completing the Wark, such excess vc�ill b� �a'rd to Conta•actar. Iisuch c�ims, CQ5i3, losses and
damages exceed such unpaid balanc�, Cantractor shalI pay the dit'ference to City. Such cla.ims,
costs, losses and darnages incurred by City will be incorporated in a Change Order, provided
that when exerc�ing any right� or remedies under this Paragraph, City shall not be req�ed ta
obtain the lowest price for the Worlc peY•far-med.
4. Neither City, n�r any of its respectzve consultant�, agents, officers, directors or employees
shall be in any way liable oz accountable to Contractor or Surety for the method by which the
completian of the s�.id Work, �r any porlion thereaf, may be accomplished or for the price paid
there�or.
5. City, notwithstanding the method used in compl�ting ihe Cont��act, shall not forFeit the right
to recover damages fr�m Contt-acior or �urety for Coniractor's failure to timely complete t�e
en.ti�e Cantract. Contractor shall not be entitled to any claun on account of' th� rnethad used
by City in completing the Contract.
b. Maintenance of the Wark shall contiu�ue to be Cantractor's and Siarety's respons�ilities as
provid�d for in the bond requirements of tkae Canixact Documents or any special guaraniees
provided for under the Coniract Documents ar any othez oblZgatiaaas otherwise prescribed by
Ia�v.
C. Nat�ithstandiz�g Paragraphs 15,02,B, Cantraetor's services will not be terinirlated if Contractor
begins within seven days of receipt of notice of intent to terminate ta correct its failure to perform
and proceeds diligentIy to cure such faiiure wit.�in na more than 30 days of receipt of said notice.
D. Where Contractor's services have be�n sa teX�inated by City, the tearnnix�ation will not affect any
righis or remedie� of City against Contractar then e�isting ox which rxzay thereafter acerue. Any
retentian ar pa�rrient of maneys du� Contractiar by Ciry will not release Contractor froz�. liability.
E. Zfr and to the exteni that Contractor has provided a perfarma,nce bond under the pro�isions of
Paragraph 5.02, the tez�atzorz procedures of that band shall not supersede the provisions of this
Articl�.
�tTv o� �oR�r woxTx
s�rnrFnAxncorrsrRucrrorr sp�c��rcAr�ox Doc��rrrs
&evisiov: $1']3C1.[�1
007200-I
GENER,4L CANDITION S
Page GO af b3
15.03 City May Terminate For Convenience
A. City x.nay, wiihout cause and wiihout prejudice to any other right or remedy of City, terrx�in.ate tk�e
Coniract. Any iermination shaIl be effectedby mailing a notice of the termina.tion lo the Contxactar
spec�ying the extent to which perfarmance of Work under the contract is ter�ninated, and t.�ie date
upon which such te�•mination becames effective. Receipt of the notice shall be deemed
concl�asively presumed and established when tlle l�tter is placed in ihe United States Postal �exvice
Ma� by the City. Further, �i shall be cleemed conclusively presumed and established that such
terminatio� is ma.de with ju5t cause as therein stated; and no proof in any claun, demand ar suit
shall be requued of the Ciry regarding such dascretionary action.
B. Aftez� receipt of a noiice of termination, and ex�cept as otherwise directed by the City, the
Cot�tractar sk�al�:
1, Stop work under t-he Caniract an i:he date and to the extent speci�ed iia tkie �nntice of iernvnat�on;
2. place no fiu-�her orders or sul�contracts �ar mat�rials, services or facilities except as �nay be
necessaty for co�lerian of such portion af the Wark under the Con�ract as is not ternlirlated;
3. terminaie alI arders and subeontracis to the extent that they relate to the perform�.nce of the
V�Torlc terminated by notice of termination;
4. t-ransfer �itle to the City and del�er in ihe manner, at the times, and to the exfent, if any,
duected by ihe City:
a. the fabricated or unfabricaied parts, Work vrz progress, campleted Woric, supplies and
other material produced as a part of, or acquired in connection with the perforr�nance of,
the Woxlc tex7ninated by ib.e notice of the termiu�at�on; and
b. the co�pleted, or paztialiy campleted plans, drawings, infonna�ion a.nd ather property
which, if the Contract had been campleted, wouid have been requrred tn �e furn�shed to
t%e City.
5. cornpl�t� perFartnance af such Wark as shall nat hav� b��r� te1-��iria�ed by the notice of
termination; and
6. take such action as may be necessary, or as the City ma� direct, far the protection and
preservation of the property related to ifi� contract which is in the possession af the
Conf�actor and in which the owner has ar may acquire the rest.
C. At a time not later than 30 days afterthe termination da.te s�aecified in the notice of terminatian,
the Coniractor may submit to the City a list, ceriified as io quantity and qua.lity, of any or aI� items
of termina.tion inventory not previ.ously clisposed of, exciusive of items the c�isposiiion of which
has been directed or authorized by City.
C1TY pF FORT WORTH
STANBARDCOI35TAUCTION SPECIFICATIQN DOCETMEN'P5
ltevision: 8l23/2f121
oo�zoa-�
��N��A� co�oirio� s
Paga 6i of 63
D. Nat later �.han 1S days tl�ereafter, the City shall accept tif:le to such item� provided, �hat the list
subrnitted shall be subject t� verificatian by the City upon removal af the items or, if the iten� a1�e
stored, wrthin 45 days from the date of subrnission of filze list, and any necessary adjustmentis tfl
correct the list as submitted, sha1l be made prior tQ fma.l settlement.
E, Noi ]ater ihan 60 days after the notice of iermina.tion, the Contractor shall submit his termin�tion
claim to the City in ihe form and with the eertifcatian prescribed by the City. Unless an extension
is mad� in writin� within such 50 day period by the Contractor, and granted by the City, any and
all such claims �hall be conclusively deerned waived.
F. Iri such case, Contractor shall be paid for (without dupI�cation of any items):
1, completed and acceptable Work executed in aceordance with the Contract Documents priar
to the effecti�e date of tennination, including fair and reasonable sum5 for overhead and pro�ii on
such Work;
2, expenses sustairzed prior ta the effective date of terz�ination in pez-�'o:r�xzizag se�vices and
fumi�hing Iaboz-, materia�s, or ec�uip��ez�f a� x-equu-ed by the Contz•act Docuxnents iz� cozu�.ectzon
with uncoznpleted Warl�, pfis �ai� and reasonable swnn.s foz- ovexhead and profit on suck� e�pe�ses;
and
3. reasonable expenses directly attributable to termination.
G. In i:he event of the failure of the Con�ractaz- and City to agree upon the whole axz�ount to be paid
ta t11e Contractoz� by xeasan of the tern�matxon of t�e Work, the City �hal� deie�xxame, on tk�e bas�s
of information available to i�, the amaunt, if any, du� �o the Cont�-actor by xeasonfl� the tez-minatian
and shall pay to the Contractor the amounts determined. Canlractar shaTl not be pai� on accaunt
of loss pf anticipated profits or revenue nr nther econainic Ioss arising aut o� or res�ilti�g from
such termination.
ARTTCLE � 6 — DISPUTE RESOLUTTON
1b.01 Methods c�nd Procedures
A. Either City or Conti•actor may rea�uesi mediation o£ any Contraci Claim submztted for a decision
under Para�raph 10.06 before such decision becomes final and binding. The request for mediation
shall be submitted to the other party ta the Contract. Timely submission of the request shall stay
the effect of P aragraph 10, 06.E.
B. City and Contractar shall participate n1 the mediation process in good fazth. The process sha�l be
commenced within 6Q days af �iling o�the request.
C. If the Contract Claim i� not resolved by tnecliation, City's action under Para�raph lO.Ob,C or a
denial pursuant to Paragraphs 10.06.C.3 or lO.Ob.D shali become final and binding 30 da.ys after
tern7ina�ion of the m�diation unless, witivn ihat tune period, Ciry or Contracta�•:
CIT'Y OF F012T WORTH
STANDARDCONSTI�UCTT4N SPBC[F[CATION bQCiJMENTS
Re�ision: 8J2.iI�021
00 7zoo- �
GENERAL CaN�iTION S
Page 62 of 63
elects in �vriting to i�►voke a�y other clispute resolution process pzovided �or in the
Supplernentary Condi�ions; or
2. agrees with the ot�ier party to submit the Contract Claim to anothez' dispute resolut'ron
process; or
3. gi�ves written notice to the other party of the iritent to sub�rz�i.t the Contract Cla.im to a court of
competent jurisdiction.
ARTICL� 1'� -- M�CELLANEDUS
17.01 GivinglVotice
A. Whenever any proviszan of the Contract Documents re�uues the giving of written no�ice, it will
be deemed to have b�en validly given i£
1. deliv�z'ed in persan to the individual or to a member of the fiirim or ta an of'ficer of ttxe
corpora�ior� for whom it is intended; or
2, delivered at ar sent by registered or cert�ed maiI, postage prepaid, to the Iast business
address lasawn to the giver of the no�ice.
B. Business add:ress changes must be promptly made in writing to ihe other party.
C. Wbenevez the Contract Docum�nts specifies giving notice by electranic means such electrar.uc
notzce skxal� be deemed sufficient upon conffrrnation of receiptl�y the receiving pariy.
17.02 Computation af �'imes
When any period of tune is refei-redto in the Coz�t�act Documents by days, it wi11 be camputed to
exclud� the �"irst and include the last day of sueh perzad, If the ],ast day a£ any such period falls an a
Saturday or �unday or on a day made a legal hol�day the z�e�t Working Day shall become the last da.y
of ibe period.
17.03 Cunzulative Rerraedies
The duties and obIigations impased by these G��eralConditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and ar� not to be construed in any way as a limitation
of, any rights and remedaes available ta ar�y or all of them whic� are otherw�ise imposed or available
by Laws or Regulations, by speci�al warranty a� guarantee, or by ather prov�sion� of the Cozat�act
Documents. The provision.s of this Paragraph will be as effective as � repeated specifically in tlie
Con�•aci Documents in connection with each particular du�.y, obligation., riglzt, and remedy to wluch
the� apply.
CTTY OF PORT WORTH
STANDARDCbNS'fRiJCTION SPECIF'ICATION DOCUMENTS
ReWisian: 823/�A11
007200-1
GENERALCONaITION S
P age 63 of 63
17.04 S�rvivalofObligatioras
All representations, indemnif"ic�.tiar�s, wan-anties, and guarantees made in, required by, or gi��en in
accordance wif.h the C�n�ract Dacumez�ts, as well as all cantinuing obligat�ans indicated iri the
Coniract Documents, will survive i'ival payment, campletioz�, az�d acceptance af the Worlc oz
termination or compl�tion af the Cflnt�act or term�atian of t�e services of Contxactor.
17.05 Headings
Article and paragraph headirzgs are i�nserted foz- convenience only and do not constitute parts of these
Gene�al Conditions,
CITY OF FORT WORTH
STAN]�AEU3COI�STRIICTtON SPECIFICATjON DOCUMENT5
Revisian; 8�23JiQ21
00 73 00
SUPPLEMCNTARY CONI]ITiONS
Page 1 oi 7
SECTION QO 73 00
SUPPLEMENTARY CONDITIQNS
TO
GENERAL CONDITIONS
�upplementary Condifions
Tkese �upplementary Cond�tions mqdify and supplement Section OU 72 00 - General Conditions, and other
pro�isions of the Cantract Documents as indicated below, All provisians of the General Conditions that are
modi�ied or supplemented r�main in full force and �ffect as so modi�'ied or supplemenfied. All pravisions
of the General Canditians which are not so modified or supplemented remain in fuIl iorce and eFfeet.
Defined Terms
�'he t�nns used in t�iese Suppfementa.iy Condit�ogs which are de�med in the General Canditions have the
meaning assigned to tk►em in the General Conditions, unless speciiically noted herein.
Mod�ifications and 5upplements
The following axe inshuctions that modify flr supplement speci�c paragraphs in ��e General Conditions and
other Cont�act Documents.
5C-3.03B.2, "Resol�ing Discrepancies"
Plans govern ov�r Speci�cations.
SC-4.OlA
Easernent limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor sl�all compare them to the Iines shown on the
Con.tract Drawings.
SC-4.OlA1., "Availability of Lands"
The following is a list of known outsta.nding right-of-way, a�dlor easernents to be acquired, if any as of
�r4V 2i1Z1:
Outstanding Right-Of-Way, andlor Easements to Se Acquired
PARCEL OWNER
NUMBER
�- Row
2 — ROW
3-6 - Drainage Easements
Riverbend Inves�ment
River�end Investment
Riverbend In�estment
TARGET DATE
OF POSSESSION
October 2021
Oc�ober 2021
October z021
The Cantractar understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the �inal easements provided to diifer materially from the representations on the
Contract Drawings, Contractnr shatl witl�in iive (5j Business Days and bafore proceeding with the Work,
nntify City in writing associated with the differing easement line locations.
CITY OF FORT WORTH TRINITY SDLILEVARI3 Pii 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PRQ7ECT iVa 1U2101
Revised March 9, 2Q20
00 73 00
SUPPLEI1hENTARY CONT�T'I'IOI�15
Page 2 of 7
SC-4,Q1A.2, "Availability of Lands"
Utilifies ar obst��uctions to be rerz�oved, adjusted, andlor relocated
Tl�e following is list of utilities azadlor obstxuctions that ha�e not been reinoved, adjusted, and/or relocated
as of Apri1 28, 2021.
EXF'�CTED
OVV'NER
UTILITY AND LOCA'�ION
TARGBT DATE OF
ADJi1STMENT
Oncar
Overhead electric lines and associated
November 2Q21
AT&T Underground eleciric ]ines and appurtenances Concurrent wzth construetian
................�-�-�-�-----------------�---...._._._._._............._._._._...... ......... ....... .._.._.._ __......� .......___�..�..___ .�_.._____._..�.___�._m .�._..�.....�......
Spectrum Underground electr•ic lines and appurtenances Concwrrent with construetian
The Ca�t�•actor understands and ag�-ees that the dates listed above are estimates only, are not �uaranteed,
and do not bind the City.
SG4A2A., "�nbsurface and Physical �nnditions"
The following are reports of' explorations and tes�s of subsurFace canditians at the site of tl�e Work:
A Geotechnical Engineering ReportNo. RI32958, dated November 20�3, prepared by E1lerbee�Walcza[c,
Inc., a consultant of the City, pr•o�iding additiona] infoi7nation on the subgrade conditians and
recommended pavement section of Trinity Boulevard.
The following az�e dz•awings of physical conditions in or relating ta existing surface and subsurface
structures (except Underground Facilrties) which are at or contigucsus to the sit� pf the Woric:
Nane
SC-4AGA., "Hazardoas EnviranmentAl Conditions at Site"
The igllowing are reports and drawings of existang hazaz�dous environmental conditions known to the Ciry:
None
SC-5.03A., "Cerfiiicates of Insuranee"
The entities listed below are "addi�ianal insur�ds as theic interesi may appeax" including thefr respective
off cers, directors, agents and employees,
(I) City
(2) Consulfant: I�imIey-Hoen and AssoCiates, lnc
(3) Othar:
SC-5.04A., "Contractor's Insurance"
The linnits of liab�lity far the iusurance req�ired b}� Paragraplt GC-5.04 shall prat�ide the following
covera�es fox not less ihan the following amounts or greater v�rhere required by laws and r�gulations:
5.04A. Workers' Compensation, u�xder Paragraph GC-5.04A.
Strxtuiory limits
Employer's liabidi€y
CITY OF PQRT WpR'FH TRINITY BOULEVARD PHl
STANT7ARI7 COT�IS'i'RUCTION 5PECIF'ICATTOh1 DOCL13vIENTS CITY PA07ECT No. i0�101
Revised March 9, 2D20
00 73 OQ
SUFPLEMENTARY CONDITIOlV5
Pagc 3 of 7
$100, 000 each accident/occurr�ence
$]OO,DOQ Disease - each emplayee
$500,000 Disecase - policy limit
SC-5.ORS., "Cont��actor's Ins.uranee"
5.U4B. Cor�xiercial General Liability, under Paragraph GG5.04B. Contractar's Liability Insuran:ce
under Paaagraph GC-5.048., which shall be on a per project ba�is covering the Contractor with
minimum limits af:
$1, 000, �DO each occurrence
$2,000,000 aggregate limit
The palicy must haVe an endorsement (Aznendanent -- Aggregate Limits of Insurance) rnaking the
General Aggregate Limits apply sepaarately to eac�i job site.
Tl1e Commercial Gcneral Liabiliry Insurance policies s��all provide "X", "C", and "U" caverage's.
Verification af such coverage must be shown in the Remarks Article af the Cerrif'icat� of Insurance.
SC 5A4C., "Cnntractor's Insurance"
S.04C, Autnmobile Liabiiity, under Paragraph GC-5.04C. Conixactor's �iability Insuz-ance under
Paragraph GC-5.04C., which shall be in an amount.not less than ihe following amounts;
(1) Antannobile Liability - a comcnercial business policy shall provide cQverage on "An� Auta",
defined as autos owned, hired and non-awned.
$1, 000,OQO each accident on a combined single limit basis. Split limits are aceep.table if liznits are at
least:
$.250, 000 Badzly Irajury per person /
$500, 000 Badily Injury per accident 1
$100,(J00 PropertyDc�rnage
SC-S.UQD., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcont�actors, equipment, and
material deliveries io cross ra�road praperties ae�d tracks: Nane
The Cont�•actor shall conduct its opecations on railroad properties in sueh a matu�er as not to interfeie wiih,
hinder, ar obstruct the rail��oad company in any manner whatsoe�er in the use or operation of iis/their trains
or other property. Such operations on raili•oad properties �ay require that Coni�actor to execute a"Right of
Bntry Agreement" with the particular raikoad company or compani�s involved, and to this and the
Contractor shauld satisfy itself as to the requixeznents o£ each raiIroad company and be prepared to execute
the right-of entryr (if any) required by a railroad company. T'he requu•ements speci�ied herein likevvise relate
to the Contractor's use of private and/ar cansiruction access roads crossing said railroad company's
pr�perties.
The Co�hactuai Liability coverage required by 1'aragraph 5.04D of the General Canditions sha11 provide
coverage for nat less than the following amounts, issued by companies satisfactory to the City and to the
Railroad Company for a term that continues for so Iong as fhe Contractor's operations and worlc cross,
accupy, or touch railroad property:
(I j General Aggregate:
(2) Each Occurrence:
CITY OF FORT WORTH TfLINITY BOULEVt1RD PHl
STANDARD CONSTRiTCTION SPECTFICATI�N DQCUMENTS CITY PR07ECT No. [ 6210 ]
Revised Tvlarch 9, 202Q
00 73 00
SUPPL�M$NTARY CpNAITIQNS
Page 4 of 7
� Required fnr tltis Co�ztract X Not Yequired for this Coniruct
With �-espect to th� aUo�e outlined insurance requirements, the �ollowing shalt govern:
1, Wl��re a single railroad company is involved, the Contractor shall provide ane insi�rance palicy in
the name of the railroad company. However, if more thmn ane grade separation or at-grad�
crassing is affected Uy the Project at entirely separate locations on the line or lines pf the satne
railraad campany, scpac'ate coverage may he required, each in the amount stated above,
2. Where more than one xailroad connpany is operating an 11ze same right-af way or where several
railraad campanies are involved and operated on their own separate rights-nf-way, the Contractar
may be required to provide separate insurance policies in the name oF each r.ailroad company.
3. If, in addition ta a grade separation or an at-grade crossing, other work ar activity is peoposed on a
railraad company's right-of-way at a location entirely separate fi�onl the grade separation ar at-
geade crossing, iasurance coverage for this work must be included in the policy covering the grade
separation.
4. Tf no grade separation is involved but other work is proposed on a rail�•oad company's right-of
way, all such other work may b� covered in a single policy far that railroaci, even thot2g17 the vvnrk
may be at two or more separate locatians.
No vworIc or activities on a raih•oad coinpany's propex�ry to be �Sez•farnned by the Contractor shall be
commenoed until the Contractor has furnished th� City with an original palicy or palicies of the insurance
for each railroad company named, as requzred abov�. All such insurance nnust be approved by the City and
each affected Raileoad Cornpany p�•inr to the Cantractpr's b�ginning woz�k.
The insiu•ance specified abo�e must be carried until all Work to be performed on ihe x�ailz•oad i•ight-af-way
has been completed and t�ie grade crossing, if any, is no longer used by the Contractor. In addition,
insuranee must be carried during aIl maintenance and/or repair work performed in the xailroad right-of-way.
Such insurance must name ilie railroad company as the insured, together with any tenant or lessee of the
railroad company operating o�er tracics involved in the Project.
SC-6.U4., `°Project Schedule"
Project schedule shali be tier 3 far the project.
SC-6.07., "Wage Rates"
The following is tl�e prevailing wag� rate table(s) applicable to this project and is provided in the
Appendixes:
2U13 Pt•evaiIing Wage Rates
A copy of the table is also available by accessing tlie City's we6site at:
https:llapps.fortworthtexas.�avJProiectResources/
You can access th� �1� by fallowing the directory path:
02-Constru.ctian Dacuments/Specificatzons/Div00 — General Conditions
SC-6.09., "Permits and Utzlit�es"
SC-b.09A., "Contractor obtained permits and licenses"
The following ar� known perinits azadlor licenses i•equired 6y the Contract to be acquired by the Contractor:
Str��t Use Permit f'rom Chuck McClure
CITY O�' PORT WORTH TRINITY BOUL�VARD PH 1
STANDARb CONSTRUCTION SPECg'TCATION DOCUMENTS CIT'Y PRO.T�CT IrIo. ! 02101
IZevised March 9, 2020
00 73 00
SUPPL�MENTARY CONAITIOTFS
Page 5 af 7
SC-6.09B. "City abfained permits and Iicenses"
'T'he followin.g a�•e �Cnown permits and/or licenses required by �e Contract to �e acquired by the City:
Grading Pernnit
SC-6.09C. "Ouistanding pernrzits and licenses"
The Following is a list of lcnown ou�standing permits andlor licenses to be acquired, if any as of 08/2021
Outstanding Permits andlar Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF` POSSE�SION
None
SC-6.245., "Title VI, Civil Rights Act of 1964 as amended"
I]uring the perfoi7nance of this Contract, the Cantractor, for iiself, its assignees and suecessars in interest
(hereinafter referred to as the "C.ontractor") agrees as follows:
1. Compliance with Regulations: The Cnntractor shall camply with the Regulation relative to
nondiscrunination in Federally-assisted programs of the Departen�nt of Transportati:on (liereinafter,
"DOT") Title 49, Cade oiPederal Regulations, Part 21, as they may be anzended from time to tizne,
{laereinafter referred to as the Reg�lations), whic�i are herein incorporated by reference and made a part
of thzs contract.
2. Nondisc�•iminaEion: T'he Cantractor, with regard to Yhe �vark performed by ii dux'ing the cont�•act, shalJ
not discz�zx�inate an the ��ounds of race, color, or nafional arigin, in the selection and retention of
subcontractoxs, inciud'zng procurements of rnaterials and leases of equiprnent. The Contractor shall not
participate eith�r directIy or indirectly in the discrimination prahibited by 49 CFR, section 21.5 of the
Regulations, including emplayment practices when the contract covers a program set forth in
Appendix B of the Reguiations.
3. Solicitatians for Subcon�raefors, Including Pracurements af Materials and Equipment: In all
solicitations either by cannpetitive bidding nr negotiatian made by the contractor for �vork to be
performed under a subcontxact, including procurements nf materials or leases of equipment, each
poten�ial subcontactor or supplier sha11 be notified by the Contractor of. the Cnntractor's obligations
under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or
national origin.
4. In%rrnafion and Reports: 'I'he Contractor shall pravide alI information and reports required by the
Regulations or directives issued pursuant thereto, and shall permit access to its books, records,
accounYs, other sources of information and its faciIities as may be deterrnined by City or the Texas
Department af Transportation to be pertinent to ascertain compliance with such Regulations, arders
and instructions. Where any in%rmation required af a contractor is in th� exclusive possession af
another who faiis or reftises to fizrnish this information the contractor shall so certify to the City, or the
Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to
obtain the infot�rnation.
5, Sanetions for Noneompliance: In the event of the Contractor's noncompliance with the
nondiscrimination provisions of this Cont�ract, City shall impose such cantract sanctions as it or the
Texas Department of Transportation may detern�ine to be appropriate, incliiding, but not limited ta:
a, withhoIding of payments to the Contractor unde�• the Contract until the Contractor
complies, and/or
CTTY OF FORT WORTH TRII�1'rY I3qYJLEVARi] PH1
STANdATt17 CQNSTRi1CTION SPECIFICATIQN DOC[]h�IENTS CITY PTtO7ECT 310. 10210 i
Revised 1Vlazch 9, 202Q
QO 73 00
SLIPPLEMPsI�TARY G�NDITIONS
Page fi of 7
b. cancellatian, tertnination or suspensioil of the Contract, in w1�ole or in part.
�. I�corporation of Provisions: The Contc•actar sh�ll include tlte provisions of paragraphs {I) through
{6) in e�eiy subcontx�act, including pz•ocurennents of materia[s and leases of equipment, unl�ss exempt
by the Regulations, oz• directzves issued pursuant t3�ei•eto. 'I'he Contractor shall take such action with
respect to an� subcontract or procurement as Cit� ar the `I'exas Department of Transportation may
direct as a means of enforcing such provisians including sanctions for non-compliance: Pro�ided,
l�otivever, that, in the event a contractor becomes involved in, or is threatened with, litigation witl� a
suhcontractor or supplier as a resulf of such direction, tlae cant�•actor rtaay request City to enter into
such Iiti:gation to protect the interests of City, and, in addition, the contractor may request the United
States to ent�r into sucli liti�ation io pc•otect the interests of the United States.
Additional 'I'itEe VI requiremenis can �e founci in tlie Appendix.
SC-7.02., "CoordinaEron"
The individuals or entities listed below have contracts with the City for the performance of ather work at
the Site:
Vendor
None
of Work I Coordination A
SC�S.OI, "Cammunzcations to Cantractor"
L,ist af zniodif�catians f�•om pre�ious bid:
o Additional spIit in �'raf�c Cont�•ol Phaaing. 36-inch water line is no longer in �rst phase.
0 36-inch water �ine ax�ilestone shifted to March 31, 2023.
o Flexl�ase subgz�ade in-lieu of liane-siabilized sul�grade.
0 3b-inclx waterline trench e�nbedment and hackfill requirements have been revised to require CSS
einbedznent and acceptable hackfi�l.
List of questionslrespflnses from pre�ious bid:
9 Please praVi.de a�roject cost estimate.
o Prolect estimate is $18,p00,OQ0
� VJhat is the thickness ai the existing asphalt pavement?
o Refer to geotechnical report bore Iogs in section GC-4.02 of the Appendix of tlie Project
Manual.
o Clarify CCTV requirements for proposed 36-inch water line A.
o Contractor shall pravide CCT� of 36-inch water Iine A in acoordance with Section 33 O1
30 prior to performing pressure testing, cleaning, and bactet�iologica1 testing.
• Can an item for dewatering be added?
o For waterl.ine conneo�ions, dewatering is subsid�ary to pipe installa�ions.
o WiII the 4' diameter manhales require a cni�rasion protective coating as per specs 33 39 6Q2
o No, corrosion protection is not speci�ied for this praject.
• Who will perform the backyard adjustments along the norfhside of the project7
o This wark will n�t be incIuded in this project. Cantractor wilI need Yo coordinate wrth
that conit-actor if tunelines overiap.
• Why does the paving width change throughout Yhe proj ect?
o `I'he lane width far the western portion is dictated by the Form Based Code adopted by
the City for ihe Trinity Lakes Development and the eemaining portion is set by the MTP.
CITY OF FORT WflRTH TRINITY BOULEVARD PHl
STANDAItD CO�VSTRLTCTION SPECIFICATION DOCUiVIENTS CTI'Y PROIECT No. ]02i01
Revised March 9, 2p2Q
ao �� o0
SUPFLEIViENTARY COI`FDITIOTIS
Page7of7
SC-9.01., L9City's Pro,�eet Manager"
The City's Project Manager Far tlyis Contract is Ronal� Rekani, or hislher successor pursuant to written
noEi�ca�ian from the Director of Transportation and Publ�c Worlcs
SG13.Q3C., "Tests and Inspections"
None
SC-16A1C.1, "1Vlethods and P�•ocedures"
None
END OF SECTION
Re�ision Log
DATE I�AME SUMMARY OF CHANGE
1/22/2016 F. Griffin �C-9.01,, "City's Project Representat��e" wording changed to City's Project
Manager.
3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's
website.
CITY OF FORT WORTH TIZFNITY BpULEVARD PH1
STANDARD COiVSTRU�C'I'iON SPECIFICATION DpCU.1VIPNTS CITI' PR0IECT No. 102101
Revised Mareh 9, 2020
011100-1
SUMArtAItY QP WOI�f{
Page 1 of 3
1
2
3 P.ART i - GENE�r.
SECTION �1 11 00
SUMMARY OF WORK
4 1.1 �UMMARY
5 A. Section Includes:
5 1. Suz�nzxzary af Vi�axlc to be perfax-zn.ed in acco�•dance �vitls the Cont�act Documents
7 B. Deviat7ions fi•arm this Cil� of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily lirnited to:
10 1. Di�ision 0- Bidding Requirements, Contract Foixns, and Conditions of the Contract
11 2. Di�vision 1- General Requirements
12 1.2 PRiCE AND PAYMENT PROCEDUR�S
13 A. Measure�e:nt and Paytn.ent
14 1. Wark associated with this Iteia� is cansidezed subsidia�y to the vax�ious items bid.
15 No separate payinent will be allowed for this Item.
16 1.3 REFERENCES [NOT IISED]
17 1.�4 AD1411NISTRATIVE REQUIREMENTS
18
19
20
27.
22
23
24
25
26
27
28
29
30
31
32
33
3�#
35
3b
37
38
A. 'Wark Covered by Con�ract Documen�s
1. Worlc is to include fiirnzshing a111abor, materials, and eqiripment, and perforn�ing
all Worlc necessaiy for this constt�uction project as detailed in the Drawings and
Specifications.
B. Subsidiary Worl�
1. Any and all Wark specii'ically gove��ed by dacuznentary requirements fa�• the
project, such as co�ditidns unposed by the Drawings or Contract Documents in
which no specific item for bid has been prpvided for in t%e Propasal and the itetn is
not a typi.cal unit bid item included on the standard bid item list, then the item shall
be considsred as a subszdiary itezn o£ Wor�, the cost nf r�vhich shall be included in
the price bid in ihe Proposai for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direc�ion nf the City.
2. Ass�une full responsibility far protection and safekeeping of nnaterials az�d
equipment stored on the Site.
3. Use and occupy nnly portians af the public str�ets and alleys, or otlier puhlic places
or other rights-of-way as provided #�or in tk�e ardinances of the City, as shawn in the
Contract Documents, or as may be speciiicaIly authorized in Writing by the City.
a. A reasaaable amount af tools, materials, and equipment foz constructian
purposes rnay be stored in such space, but na more than is necessary to avoid
delay iza the coz�st:ructian operations.
CITY OF I'ORT WpRTH TRINITX BOUL�VAI�D PH1
STANDARD CONSTRUCTIflN SPECIFICATION DOCiIMENTS C1TY PRO.T�CT AIO. I02101
Revised Decem6er 20, 2012
DI11U.D-2
SUMMARI' OF WQRK
Page 2 of 3
1 b. Excavated and waste matez-ials shall be stored in such a way as not to int�rfere
2 with the use of spaces tha� may be designated ta be left £ree a�d �nobst�-ueted
3 a�nd so as not to inconven.ience occupants of adjacent property.
4 c. If the st�eet is occupied by railroad tracks, the Work sha11 be carri�d on in sucl�
5 manner as not tn in�er%re with the operation of the railxoad.
6 1) All Work slaalJ be in accardance with �'ailroad requireinents set foi-th in
7 Di�ision 0 as well as ihe railroad permit.
8 D. Work within Easements
9 1. Do not enter upon p�ivate property t'or any purpose without having previously
10 obtained parmission froxn the awner of such property.
11 2. Do not stoxe equipment or material on private property unless and until the
12 specified apprc�val of the property owner has been secured in writzng hy t}.�e
13 Cantractor and a capy furnished to the City.
I4 3. i7nless speci�ically pz•avided otb.envise, clear all rights-of-way or �asements of
15 ohsh�uetions vvhich must be remaved to ma%e possible proper prosecuiion of �.e
16 Wark as a part o�'the project consiructian operations.
I7
T8
19
20
21
22
23
24
25
2b
z�
28
2R
3D
31
32
33
34
35
36
37
38
39
40
41
4. 1'res�rve and use every precaution to preven.t damage to, alI trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or� improvements,
to all water, sewer, and gas lin�s, to �1 COIIC�U1�5, overhead pole lines, or
appurtenances tk�ereaf, inciuding the constructzon af temparary fences and to all
other public or pri�ate properEy ad�acent to the Work.
5, Natiiy the proper representatives of the owners or occupants of tl�e public ar pri�ate
Iands of interest in lands wlaich migIat be affeeted by the Work.
a. Such notice shall be made at least 48 hours in advance of the begirming of the
Work.
b. Notices shall be applicable to both pubLic a.nd pi7vate utility comp�nies and any
corporation, com�pany, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible far all darnage or inJury to property of any character r�sulting
from any act, omissio�, neglect, or miseonduet irl the rrxanner or r� ethod ar
execution of the Worl�, or at any time due to defective v�iork, maierial, or
equipment.
6. Fence
a. Restore all fences ener�untered az�d renr�oved during constnzction of the Project
to the original or a hetter than original condition.
b. Erect temporary fencing in place of the fencing remo�ved wh.enever the Work i�
not in pragress and whera the szte is vacated overnigk�t, and/or at alI times to
provide site �ecurity.
c. The cost for all fence work witiiin easements, including xez�noval, temporary
closures and replacement, shall b�e subsidiary to the various items bid in the
proj ect proposal, unless a bid item is speciiically provided in the prroposal.
CIT'Y OP FORT VTORTH
STANDARD CONSTRUCTI4N SPECIFICATION POGUMENTS
Revised Danember 2D, 2012
TRINITY BOUL�VAkD P�II
CITI' PR07ECT NO. 102 L01
O1 l] DO-3
SUMMARY OF WORK
Page 3 oF3
1 1.5 �UBMITTALS [ND�T II�ED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USEDI
3 1.'� CLOSEOUT �UBMITTALS [NOT [TSED]
4 1.8 M�INTENANCE MATERIAL SUBMITTALS [NOT USED f
5 1.9 QUALITY ASSURANCE (NOT USED]
6 1.10 DELIVERY, STORAGE, AND �..iANDLING jN�T U�ED]
7 1.11 FIELD [SITE] COND�T�ONS [NOT USEDJ
S 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCT� [NOT USED]
10 PART 3- EXECUTION [NOT USED]
Il
12
END O�' SECTION
Re�isian Log
DATE I�IAME SUMMARY OF CIIANG�
13
CITY OF FORT WORTI3 TItIlVITY BOi7LEVARD PHl
STANI]ARD CQNSTRUGTIpN SPF.CTFICATION DOCUivIENTS CITY PRQ7ECT NO. i�2] O l
Re�ised T7ecember 20, 2012
0125D0-1
SUF3STITi7TION P1tOCEAURES
Page 1 of4
1
2
3 PART 1- GENERAi,
4 i.i sumrn�rtY
5 A. Sec�ion Includes:
6
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10
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15
SECTION �1 �5 00
SUBSTITUT�ON PROCEDURES
The pro�edure �or requesting the approval oi substitut'ron of a product that is noi
equivalent to a pzoduct whicl� is speci�ed by descriptive ar pexformance czitexia or
defined by reference to 1 or more of �he following:
a. Name o� manufacturer
b. Name af vendor
c. Trade name
d. Catalog number
2. Substitutions are not "ar-equals".
B. Devzatians fiom this Ciry of Fart Wo:rth Standard Speei�cation
1. None,
i6 C, Related �peci£'ication Sections include, but are not necessarily lirr�ited to;
17 1. Division 0— Bidding Requ'v.•ernents, Contract Forms and Conditions of the Coni�•act
18 2. Division 1-- General Requu-ements
19 1.� PRICE AND PAYIVIENT PROCEDURES
20
2I
22
A. Measurement and Payment
1. Work a�sociated with this Item is considered subsidiary to the various items hid.
No separate payment wzll be allawed �ar this Item.
23 1.3 REFERENC`ES [NOT USED]
2�4 I.4 ADMINISTRATIVE REQUIREMENT�
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
A. Request For Substitu�on - General
1. Within 30 days aft�r award af Contract (un��ss noted otherwise), t�ie City will
consider %nnal requests from Contractor for substitution of products in place of
�hose specified.
�.. Cez-tain types of equipzz�.ent an.d kinds of zniaterzal a�•� described in Specifications by
means of references to naines of manufacturers and vendors, trade names, ox
catalog numbers.
a, When this method of specifying is used, it is nat intended to exclude from
consideration oth�r products laearing other manufaclurer's or vendor's names,
trade names, or eatalog nuznbers, pravided sazd products are "or-eq�uals," as
determined by City.
3. Other types of equipment and l�inds of material may be acceptable substit�tinns
under the foIlovving eonditions:
a. Ot�-equals are unavailable due to strike, discQntinued production of products
mea�ing speci�ed raquirennents, or other factors beyon.d contxol o� Cont:ractor;
or,
C3TY OF FORT WORT�3 TRINI'TY BOULEVARI] PHl
STANDARl7 CONSTRL7CTIdN SPECICCCATION I70CUI1�N'T'S CIi'Y PROxECT NO. 102101
R�evised 7u[y 1, 20i 1
or 2s oo-z
SUBSTII'UTION PROCEDURES
Page 2 of 4
b, Car�tractor praposes a cost ancilor time reduction incentive to the City.
2 1.S �USMITTALS
3 A. See Request for S�bstitution �'arm {attached)
4 B. Procedur� foi Requesting Substitution
5 1. Subs�itution shall b� considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8
9
10
11
12
13
14
15
16
17
18
19
zo
21
22
23
24
2S
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27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
2. �ubrnit 3 copies o� each written reque�t foz substitution, iz�cludizag:
a. Documentation
1} Complete data substantiating compliance nf proposed subs.tit�rtian with
Contract Doc�.men#s
2) Data relating to changes in construction schedule, whex� a reduction is
proposed
3) Data relaiing to changes in cost
b. For products
I) Produet identification
a) Manufacturer's name
b) Telephone nulnber and representati�e contact name
c) 5pecification Sectian ar Drawing reference of originally specifi�d
product, zncluding discrete narn� ar tag number assigned to ariginal
praduct in the Conl��ct Documents
�) Manufaeturer's literature clearly :r�aarked to shovv cotnplia�ace of pxoposed
product witk� Cont�act Dncuments
3) Iiemized eompa�•isan of origi�.al and pxoposed ��•oduct addressing product
characteristics including, but not necessarily Iimzted to:
a) Size
b) Composition or materials af cansiruciian
c) Weight
d) ElectricaI or mechanieal requirements
4) Product �xperience
a) Locatiozl o�'pasf p�ajects utilizing pxoduet
b) Narne and telephone number of persons associated with referenced
project� lcnow�edgeable concerning praposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City,
b) Samples become the property of the Ciiy.
c. For construction naethods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approaal or Rejection
I, Written approval or rejection of sub�titution given by the City
2. City reserves the right to require proposed product to comply with colox az�d pattern
of specified product if neeessary to secure design intent.
3. In the event the subsiitutian is approved, the resulting cost andlar time reduction
vaill be docuxa�.ented by Change Oz�der in accordance �vitl� the Generai Conditions.
C1TY OI' FORT WQTiT�-T
STANDAILD CONSTRiICTION SP�CIFICATI0�1 DOCLT��NTS
Revised 7uly 1, 2011
TRiMTY BOULEVt1RD PH1
CITY PR07ECT N0. I 02] O1
Q12S(l0-3
SiJBSTI"I'U I'IpN PROCL�DUIt�5
Page 3 oF4
1
2
3
4
5
6
7
8
4. No additional coniract tirne wi�I be given for substitution.
5. Subst�tution will be rejected if'
a. Submittal i.s not thro.ugh the Cant�'actor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's �pinion, acceptance will requize substan:t�al xevision of the original
design
d. In the City's opinion, substitutian wiIl not peY`Fo�m adequately %he fi�nction
consisteni vvith ihe design intent
9 1.6 ACTION SUBNIITTALSIINFORMATIONAL SUBMITTALS [N�T USED]
la i.� CLOSEOUT �iTBMITTALS [NOT USED]
I1 1.8 MAINTENANCE MATERIAL �LTSMITTALS [NOT USED]
I2 1.9 QiTALITY AS,Si1RANCE
13
14
15
l6
17
18
i9
20
21
22
z3
24
A. In rnaking request far sui�stitution or in using an approved product, the Cont�actor
repf•es�nts that the Contractor:
�. Has investigated proposed product, az�.d has dete�znined that it is adequate or
superior in all respects to that specified, and that ii will perform funciion for which
it is intended
2. Will provide same guaxantee foz• substifute itsm as fo� product speciiied
3, WiI1 coordinate installation of acce�ted substitution into Worlc, to include building
modifications if necessaiy, mak�g such changes as may be requzred f�r Work to be
cormplete in aJ.l respects
4. Waives all claims %r additional costs related to substitution �hich subsequently
arise
11fl DELNER�', STORAGE, AND HANDLING �NOT USED]
25 ] 11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.1� WARRANTY [NOT USED]
27 PART 2- PRODUCTS [N�T USED]
28 PART 3- EXECUTiON [NOT USED]
29
3�
END OF SECTION
Re�ision I,o�
DATE NAME SUMMARY OF CHANGE
31
CTl'Y OF FORT WORTH
STANDAR.D CQNST�tIIGTIbN SPECII'ICATION bOCi11ViENT5
Revised 7uly 1, 2011
TR1NtI`Y BOiILEVATtC] PHI
CjTY FRO.TECT NO. 102101
D12500-4
SUHS'I'IT'U`C[ON PT20CEDUR�S
Page 4 of 4
]
2
3
4
5
6
7
8
9
10
11
J.2
13
14
15
lb
17
18
19
20
21
22
23
2�
25
2,6
27
28
29
30
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33
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35
3b
37
38
3.9
40
4]
42
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45
4b
�7
48
49
EXHIBIT A
REQUEST �OR SUBSTITUTI�N FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideratian the following product instead of t�e �peciiied item for
the above project:
SECTION p�Rl�GRAPH SPECIFIEI] ITEM
Propo�ed Substituii.an:
Reason for Substitution:
Include complete i�%rmation on changes to Drawings and/or Specifications which pr-oposed
substitutian wi11 require far its propei• installation,
Fi11 in B1anI<s Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
az�d detazling ca�ts caused by tl�e ��equested substztut�on?
B. What effect does subs�.tution �ave o� oihe�• tt�ades?
C, Differences between proposed substitutian and specified item?
D. Differences in product cost or product delivery time`7
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Beffe�• (explain on attac�.ment}
The uradersigned states that the f�nction, appearance and quality are equivalent ar superior to the
speci�'zed item.
Submitted By: For ilse by City
Signature
as noted
^ Recommended ,�, �ecoz�ended
Firm
Addx•ess
Date
Telephone
Not recomn�ended Received late
By
Date
Remarks
For Us� by City:
Approved
City
Date
Rej ected
CITY OF FORT QVORTH
STANDAEtll CQNSTRUCTION SP�CIFICATIOAI DOCUHjIE1VTS
Revised.Tuly 1, 2011
TItIIVITY BOiILEVARi] PHl
CITY PROdECT I�iO. l Q2 J 01
013119-1
1'R�CONSTl2'UCTION MEETING
Page 1 nf 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
S��T�ON 01 3l 19
PRECONSTRUCTION MEETING
5 A. �ection Includes:
6 1. Pravisions fox the preconsttuction meeting to be held prior to i:he stait of Wo�lc to
7 clarify const��uction contract administ�ation procedures
8 B. Deviations from ihis City of Fort �orth Standard Specifiication
9 1. Nane.
10 C. Relat'ed Specification Sections include, but as-e not necessarily Iimited to:
11 1. Divi�inn 0— Bidding Requiremer�ts, Cantract Forms and Conditions of tlae Cont�act
12 2. Division I— General Requi�•exn.ents
I3 1.� PRICE AND PAYIVIENT PROCEDURES
I4 A. Measurement and 1'ayment
15 1. Work associated vvith this Ifezxi is considered subsidia�y to the variaus items bid.
16 No separate payment will be allawed for this Itern.
17 ]..3 REFERENCES [NOT U�ED]
18 I.4 ADMINISTR.A.TI.YE REQU[REMENTS
19
20
21
22
23
24
25
26
2'7
28
29
30
31
32
33
34
35
36
37
38
A. Coo�•dination
I . Attend precanstruction meeting,
2. Representatives of Contractor, subcontractors and suppliers attendin.g meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting adm:�nistered by City may be tape z�ecorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
iuiure reference.
B. 1'recanstruction Meeting
1. A preconstruction meeting wiIl be held within 14 days a£ter t]ae execution a#' the
Agreement and before VVork is started.
a, The meeting wiIl be scheduled and administered by the City.
2. The Project R�presentativE wilI presic�e at the meeting, prepare the notes of t�e
meeting and distribute copies of same to a11 participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attenda�ce shall include:
a. Projeet Represeutative
b, Contractor's praject manager
c. Con.tractor's supe�intendent
d. �1ny subcantraetor or supplier representatives whom the Contractor u�ay desire
to invite or the City may request
CITY D�' �'ORT W012TH TKiN1TY BOULL�VARD PHl
STAI�FDARD CON5TRi7CTION SPECIFICATION DOCUMENTS CI'I'YPR07BCTNQ. 1021Q1
Revised August 17, 2012
O1 31 19-2
PRECQNSTRUCTIpN NiEETING
Page 2 oF3
1
2
3
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5
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3b
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e. Othe�• City representati�ves
£ Ot,�.ers as appropriate
4. Constructian Schedule
a. Prepa.re baseline const�uction schedul� in accordance with Section Q1 32 l� and
provide at Preconstruction Mee�ing.
b. Crty will notify Cont�actoz• of az�y schedule changes upon Notice o�
Preconstnzction Meeting.
5. T'reliminaty Agenda may include:
a. Introduction of Praject Personnel
b. General Description of Proje�t
c. �tatus ofrig�t-of way, utilzty cleax•azzces, easezn.ents az ot�e� pertinentpez-rxait�
d. Contraetor's w�rk plan and schedule
e. Contract Titne
f. Notiee to Proee�d
g. Construction S1;aking
h. Pragress Payments
i. Extra Work and Change Order �'rocedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payr�ll Ceitzficatian
n. Material Certifications and Quality Cont�ol Testing
o. �ublic �afety and Convenxence
p. Documentation of Pre-Construciian Conditions
q. Weelcen.d Wor�C Noti�zcation
r. Legal Holidays
s, Trench Sa%ty Plans
t. Confined Space Entry Standards
u. Coordina�ion with the City's represen�a.tive for opera�ions of existing waier
systems
v. Starm Water Pallution Prevention Plan
vv. Coordan.ation with otlaer Contractors
x. Ear1y Warning System
y. Contractor Evaluatio�a
z. 5pecial Conditions applieable to the profect
aa. Damages elaims
bb. Submittal Procedur�s
cc. Subs�itution Pr�cedures
dd. Correspondence Rou�in�
ee. Reeord Drawings
ff. Texnparary construction facilities
gg. M/WBE ar MBEISBE procedui•es
hh. Final Acceptance
ii, Fina1 Payment
jj. Questions �r Comments
CIT'X OF FORT WORTH
STANbAI� CONST�iCJCTION SPECTFCCATION DOCUM�3�1T5
Revised fluovst 17, 2012
TRINITY BOT.ILEVARD PH1
CITY PTiOJEC'C NO. 102101
O1 31 19 -.3
PRECpNSTRUCTIp� ML�ETING
Page 3 oF3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALSIrNFOIZMATYONAL SUBM�TTALS [NOT USED]
3 1.'� CLOSEOUT SUBMITTAL� [NOT USED]
4 1.8 M�INTENANCE MATERIAL SUBI�ITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE �NOT USED]
b �..10 DEL.iVERY, STORAGE, AND HANDLING [NOT USED]
7 I11 �'IELD [SITE] CONDTTIONS [NOT USED]
8 I.1� WAR1tANTY [NOT Y15ED�
9 PART � - PRODUCTS �NOT USED]
1Q PART 3- EXECUTION [NOT USED]
il
12
END OF SECTION
Re�isian Lag
DATE NA.ME �UMMARY OF CHANGE
13
CITY OF F017'I' WORTH
STAIVDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
TRINITY BpULEVAitb PHl
CITiC FRO.�ECT ]�'O. 102101
013120-I
PRO]ECT MEBiINGS
Page 1 of3
1
2
3 YART 1- GENER AT ,
4 1.1 SUMMARY
SECT�ON Ol. 31. 20
PROJECT MEETINGS
5 A. �ection Includes;
6 1. 1'rovisions for project meetings Y1u�oughoui the constxuction period to enable orde�•ly
7 review pf the progress af ihe Wark and to provide foz• systematic discussion of
S potential proble�s
9 B. Deviations this City of ForC Warth Standa�d Sp�ciiication
10 1. None.
11
12
13
14 1.2
15
16
17
C. Related Specification Sectzons include, but a�e zzot necessazily lixaaited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Conteact
2. Division 1— General Requu-ements
PRTCE AND PAYNIENT PROCEDTJRES
A. Measurement and Payment
1. Worlc associated wit�. this Ztezn is conszdered subsicl.iat.y to f.he vazious itezx�.s bid.
No se�arate payment wi11 be allowed for this Item.
18 1.3 REFERENCES [NOT U�ED]
19 1.4 ADNIINISTRATIVE REQUIREMENTS
2D
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
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A. Coordination
1. Schedul�, atkend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatzves of CQntractor, subcon�ractars and suppliexs attending meetings
shall he qualified aaad au�laoxized to aci on behalf nf the entity each represents.
3. IVleetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare m.inutes and retained by City far
�utuxe reference.
4. Meetings, in addition to those specified 'u1 this Section, may be held when requested
by the City, EnginEer or Contractor.
B, Pre�Cor�structinn Neighbarhood Meeting
1, After the execution of the Agreernent, but before canstruction is allowed ta begin,
attend 1 Public Meeting with affected residents to:
a. P:resent pzojected schedule, incl�ding const�uctaan start date
b. Answer any c�onstruction related questions
2.. Meeting Location
a. Location of rneeting to be determined by the City.
3. Attendees
a. Contractnr
CITY pF FOI2T WORTH TRINTTY BOiI�.E,VARD PH1
STAI�DART] CONSTRUCTiON SP�CTFIC:ATION bflCi1MENTS CTT'Y P1t07ECT NO. 102.101
Revised ,fuly l, 2011
O1 31 2D-2
PR0IECT MSETINGS
Page 2 of 3
1
2
3
�
5
6
2.
7 C. Progress Meetiz�gs
8 1. Formal project coordination meeiings will be held periodically. Meetings will be
9 scheduled and administered by Praject Representative.
l0
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13
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3.
4
S
b. Pi-oject Represeniative
c. Other City representatives
4. Meeting Schedule
a. In general, the nei.ghbarhood meeting will occur within fiJie 2 weelcs foIlowing
the pre-cons�ruciion confei•ence.
b. In no case will construction be allowed to begin unti� this meeting is held,
Additional progress meetings to discuss specific tapics �vill be condt�cted on an as-
needed basis, Such additional meetings shall include, but �at be limited to:
a. Coordinating shutdowns
b. Lnstallat�or� ofpzping aad equipme�at
c. Coordination �6etween other construction projects
d. R�snlution of canstructian issues
e. Equip�ent appraval
The Praject Representative will preside at progress meetings, prapare the notes of
�e meeting and dis�ribul;e copi.�s of the same io a11 pa�ticipants who so request by
fuIly completing ihe attendarice form to be circulated at the beginning of each
meeting.
Attendance shaIl include:
a. Contractor's proj ect managei'
b. Contractor's superintendent
�. Any subcontractor or supplier representatives whom the Contractor may desire
ta invite or t1�e Ciiy naay request
d. Engineer's representative.s
e. City's repres�ntatives
� OY,kzers, as requested by t�e Project Repres.entatzve
Preliminary Agenda may include:
�. Revi�uv �f Work progress since previous meeting
b. Field obser�ations, problezns, conflicts
c. Items wilich impede construciion schedule
d. Review of off-site fabrication, de�ivery schedules
e. Review of construction interfacing and sequencing requirem�nts wi� otl�er
constntction contracts
i Corr�ctive measures and proeedures to regain projected schedule
g. Revisions to canstruction schedule
h, Progress, schedule, during succeeding Worlc period
i. Caordination of schedulcs
j. Review subrnittal schedules
k. Maintenance of qualiiy standards
I. Pending changes and substatutioz�s
in. Review propased changes fa�r:
1) Eff�ct an cansiruction schedule and on completion date
2) Effect on otlaer contracts of the Project
n. Review Racord Documen#s
o. Review monthly pay request
p. Review status of Req�ests for Informatian
CITY OF FORT WORTH
STANDARD CON5TRCICTION SPECTF'ICATTOT�I DdC[1M�iVTS
Revised July 1, 20ll
T'RIN[TX BOUI.EVA[2D PHI
CTT'Y� P1201ECT NO. 102101
a� �i 2a-�
PROJECT NiBETINGS
Page 3 of 3
1 b. Meeting Schedule
2 a. Pzoga•ess �eet�ngs will be ]�eld pe�•iodically as deiermined by the Project
3 Representative.
4 1) Additionacl meetings may be h�ld at the r�quest of the:
5 a} City
6 b) Engineer
7 c} Contractoz'
8 7. Meeiing Location
9 a. The City wil� establish a meeting location.
10 1) To the extent practicable, meefiings wi11 be held at the Site.
1 ] 1.5 SUBMITTAL� [NOT USED]
12 l.b ACTION SIISMITTAL�/INFORMATIONAL SUBMITTALS jNOT i]�EDj
13 1.'� CLOSEOUT SUSMITTALS [NOT USED]
14 LS MAINTENANCE MATERiAL SUBM�TTALS [NOT USED]
15 1.9 QUALITY ASSUR.ANCE [NOT IISED]
16 1.10 DEL�VERY, ST�RAGE, AND HANDL�NG [NOT tiSED]
17 1..11 FIELD jSITE] CONDITIONS [N�T USED]
18 ]..1.2 W�,RRANTY [NOT USED]
I9 PART 2- PRODUCTS [NOT iTSED]
20 PART 3� EXECUTION [NOT USEDI
21
22
END OF SECTION
Revision T�og
DATE NAME SUMMARY OP CHANG�,
23
CITY OF P'ORT WORTH
STANDARD CpNSTt'tUGTION SP�.CIFICATION DOCUIVlENTS
Ttevised July 1, 201 L
TRII�ITY BOULEVARD PHl
CITY PR07ECT NQ. 1021 Q l
Ol 3216 - 1
CONSTRUCTIONPROGRESS SCH7:BUL�
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3 PART 1 - GENIIZAL
SECTION 01 3� 16
CONSTRLTCTION SCHE?DULE
4 ]..� SUMMARY
S A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting arid
7 management of the Cox�str-uc�ion Progress Schedule
8 2. Specitic requ�rerrnents are presented in the City oiFort Wo�-th Schedule Guidance
9 Document
IQ B. Deviations f'rann this City of Fort Worth Staz�.dard Speerfication
11 1. None.
12 C. Related Specif�ica�ion Sections include, but are not �ecessarily Iimited to:
13 1. Divisian (� — Bidding Requirernen�s, Contract Forms and Conditians of th� Contract
14 2, Division 1— Gene�al Requirements
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D. Purpase
The City of Fort Worth {City) is co�az�nitted to deliverzng qualzty, cost-effective
infrastructure to its cit�i;zen.s in a ti�ely manner. Akey taol to ack�zeve tbis purpase i� a
praperIy struetured sclaedule wit� accurate updates. This supparts ef�ective manitoring
of progress and is ir�put ta critxcal decision m�lcing by the project manager throughout
the life of the grojec�. Data from ihe updated pt-oject schedule is utilized in status
reporting to various levels of the Citiy organization and the eiti�enry.
This Document compiements the Ciry's StandardAgreement to guide the eonstru.ct�on
conxractor (Conlractar) inpreparing and submitting acceptable scY�edules for use by the
Gity in project deliveiy. The expectation is ihe perfarmance af the worle fallaws the
aceepted schedule and adhet•e to the contractual timeline.
The Contractor wiil designate a qualified representative (Project �cheduler) responsible
for developing and updating the schedule aqd prepaxing status reparting as required hy
the City.
3l 1. � PRI CE AND PAYMEIVV'T PROC`IDURES
32 A. Measurement and Payment
33 1. Wark associated wit� this Ttem is considered subsidiary to �he various items bid.
34 No separate pay�nent wilI be allawed for this Ytem.
35 2. Nan-comp]zance with t]vs specifxcation is grounds for City to withhold payment af
36 the Cont�-actar's invoices untr� Cant�actor aehieve� said compliance.
37 �.3 RFFk:RT+TTCF�
38 A. 1'roject Schedules
C1TI' OF PaRT WOKTH TRINif'Y BOUI.EVARD PH 1 C[TX PRQJECT NO.
STANDARD CONSTRUC"I'IQN SP�GIFICATIQN DOCLT{VIEi+7TS 102101
Revised August 13, 2021
Ol 32 l6 -2
C�NSTRCICTIONPROGR�SS SC�I�.DUL�
Page 2 af ]0
1 Eachproject is represented by City's master project schedule that encotnpassas the
2 entu•e scope oi activities envisioned by the City to pxoperly deliver the warlc. Wk�en the
3 City contracts vvith a Contractor to perfarin construction of the Work, the Contractor
4 wzll devel�p and maintain a scS�edule for their scape af vvorlc in alignment with tk�
5 City's standard schedule requireme�nts. as deiined �erein. T'he data and information of
6 each such schedule wilI be leveraged and become integral in the rnaster project
7 schedul� as deem�d appropriate Uy the City's Project Contx•ol Specialist and appra�ed
8 by the City's Project Managex.
10 1. Master Project Schedule
11 The �naster project schedule is a holistic repxesentatzon of the scheduled activities
12 and milestanes for tl�e toialproject and be Critical Path Method (CPl1� based. The
I3 City's Pxoject Manager is accountable for oversight of the developmcnt and
1� maintaining a rnaster project schedule for eaeh prnject. When the City cozata'acis for
IS the design andlnr const�uction of the project, tfa� nnastez� pxoject schedule will
16 incorporate eleme��ts o1'tIae Desigza and Constructian schedules as deemed
17 appropriate �y tbe City's Project Control Specialist. The assigned Ciiy Project
18 Control Specialist creates and maintains ihe inaster projeet schedul� in P6 (City's
19 scheduling softwar�}.
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2. Construction Schedule
The Contractor is responsible far developing and rnaintam�g a schedule for the
scope of the Cantractor's cont�actual requirem�nts. Tl�e Car�tractor r�vi11 issue az�.
initial schedule for review a,�d aeceptazzce by the City's Project Contral Speeialist
and the City's Project Manager as a baseline schedule for Cantractor's scope of
work. Contractos•wiIl issue current, accua�ate upd�tes of their schedul� (Progress
Schedule} Lo the City at the end of each month t�roughout �he life a.f tk�eir �varlc.
B. Schedule Tiers
The Gity has a partfolio of projects that vary widely in size, complexity and content
requiring different scheduIing to effectively delivei each pro�ec�. The City uses a
"tiered" approach to align th� prnper schedul� with the criteria for eachproje.ct. 'I'he
Ci�y's Project Mana�er daternnines the appxoprial:a schedule tier for each pro�ect, and
includes tkiat desig�atian and the asaociated requirernents in the Contractor's scope of
worlf. The following is a surnmary of the "tiers".
36 1. Tier 1: Small Size and Short Duration Project (design not required)
37 The City develops and maintains a Master Project Sehedule for the project. No
38 schedule submittal is required from Contractor. City's Project Contrnl Spccialisf
39 acqu�es any necessary schedule status data or informatian tlu•ough disc�ssions with
40 the respectrve party on an as-needed basis.
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2. Tier 2; Small �ize and Sbart to Medium Duration Praject
The City develops and maintains a Master Project Schedule for the project. The
Contractor identifies "start" and "finish" milestone date� on l�ey elements of their
�or� as agz-eed wath the City's Project Manager at the kickoff af iheir work effait.
The Contractor issues to the City, updates to the "start" a�d "finish" dates for such
fnilestones at the end of each month throughout tY�e life ofth�ir vvorlc on �he project.
3. Tier 3: Mediurxn and Large Size at�td/or Complex Prajects Regardless of Duration
CPTY OF FORT VJORTH TRiNITY BOULEVARD Pf31 CITY PRO.T�CT NO.
STAATDARD CONSTRUGTION SPSC]['ICATIDN DOCiIML�NT� 1021d1
Revised August 13, 2021
O] 3216-3
C0�15TRUCTIONPROGRE3S SCHLDULE
Page 3 of I 0
1 The City develops and maintains a Master Praject ScheduIe for the project. The
2 Contractoi rlevelops a Baseline Schedule and maintains tk�e sclaedule o� their
3 respective scope of woric on the projec# at a level of detail (generally Leve13) and in
4 alignmerit with the WBS st�-uc.ture in Section 1.4.H as agreed by the Project
5 Manager. The Cantractor issues to the City, updates oi their respective schedule
6 (Progress Schedule) at the end of each month throughout the life of their rnrorlc on the
7 project.
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C, Schedule Types
Projeet delivery for the Crty utilizes two types of schedules as notedbelow. The City
develops and maintains a Mas�er Project Schedule as a"[�aseline" scl7edule and issue
rz�onthiy updates to i:he City Praject Ma.nager (end of eachmonth) as a"progress"
schedule. The Cantractaa� prepax•es a�nd submirEs each scI�edule type to fulf'�Il their
contrac tual requirements .
Baseline Schedule
The Contractor develops and submits to the City, an initial schedule for thei� scope
of work in alignment with this specifica�ion. Once re�iewed and accepted by the
City, it becomes the "Baseline" schedule and is the basis against which all progress
is measured. The baselme schedule willbe u�dated when there is a change or
addition to the se ope of work impacting the duratian o� the �vork, and only afier
�•eceipt af a duly aut�orized change order issued by the eity. In the event pra�ress s
significantly behind schedule, the City's Project Ma�ager rz�ay authorize an updat�
to the baseline schedule to facilitate a more practical evaluation of progress. An
example oi a Baseline �chedule is provided in Specification 0 I 32 16.1
Cflnstruction Project Schedule Bas�line Example.
2. Progress 5c�edule
28 The Contractor updates their schedule at the end of each mon�li to represent tihe
29 prog,7ress ac�zeved in the work which includes any im.pact fram authoxized c�aziges
3D in the work. The updated schedule must accurately refleet the current status of the
31 work at that point in time and as r�ferred fo as the "Pragress Schedule". The City's
32 Prnject Manager and Project Control Specialist reviews and accepts each progress
33 schedule. In the ev�nt aprogress schedul� is deerned not acceptable, the
34 ur�acceptable i�sues are identified 6y the Ciiy within 5 working days and the
35 Contractor rnUst provide azz acceptable prrogress sck�edule wzthrn 5 worIang days
36 after receipt af no�a-acceptance noti.f'zcation. An exaznple of a Progz-ess Sc�edule is
37 provided in Specif"ication 01 32 1b.2 Canstruction Project ScheduleProgress
38 Example.
39 D. Ciry Standard �chedule requirements
40 The follou�ing is an overview of the met.�zodology for developing and nr�aintainit�g a
41 schedule for delivery of a project,
C1TY aF FORT W�RTH TRINITY BQULEVARD PHl C1TY PRD7ECT N0.
ST�INDAIiD CONSTRUGTION SPEC]FICATION DOCUMEN'FS 1Q2101
ltevised August 13, 2021
01 32 15 - 4
CQNSTRLTCTIONPROGRE�S SCI-[L,DULE
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1. Schedule Fraineworlc - The schedule wilI be based on the de�'ined scop� o�war•k
and follow thc (Critical Path Met�.odology} CPM method. The Contractor's
schedule witl alzgn with the requu•ements of this specificatinn and will be cost
daaded to reflect their plan for executian. Compliance with cos� loading can be
pro�ideci with fracUitionaX cost loading of line items OR a prnjected cost per
month for �he project when the initial schedule is submi�Ced, updated on a
qaarterly basis is significant change is anhcipated. Ovez-all sclaedule duration
will align wzth tk�e cant�•actualrequ�ements for the respective scope of woi-k and be
reflected in City's Mas#er Projeci Schedule. The 1'raject Nlunber and Name nf the
Praject is required on each schedule and must m�tch the Criy's project data.
E. Schedule File Narne
AIl schedules submitted to the City for aprc,ject will have afrle name that begins with
t�e City'S project nu�nber foIlowed by the na�ne of the.p�oject fo�lowed by baseline (if
a baseline schedule) or the yer�r and r�orsth (if a progress scbedule), as shown below.
o Basel'rne Schedule File Name
Format: City Project Number Project Name Ba�eline
Exampla; I0137b North Montgomery St�•eet HMAC Baselin.e
o Progress Sck�edule File Name
Format: City Project Numbei- Project Na.�e YYY'Y-MM
Example: 10137b North Montgomery Street HME�C_2018_O I
• Prnject Sched�le Pro�ress Narzative File Nan�e
�'c�rmat: City Praject Number Project Name PN YY�'Y-MM
Example; 10137b North Montgomery Street HME�C PN_2018_O 1
F. Schedule Tennplates
The Contractor wiil utilize the relevant sections iroin the City's ternplates provided in
the City's document �nanagcment sysiem as tha basis for creatulg the�e respective
project schedule. �pecrficalIy, the Contxactoz's schedule wil� align with the layt�ut af
the Cansta�uction sectian. The templates are identified by type of project as noted
belour.
� Arterials
� Aviatian
o Neighbarhnod Streets
� Sidewall�s (later)
� Quiet Zones {]atez•}
� Street Lights (Iater}
� Intersection Improvements (later)
o Par�s
� Siarm water
� Street Maintenance
� Trat'fic
� Water
G. Schedule Calendar
CITY OF FaRT �YORTH TRINITY BaULEVARD PH 1 CITY PR07ECT NO.
STi�NDARD CONSTRUCTION SPECIC'ICATION DOCUMENTS 102101
ftevised August 13, 2421
D13216-5
CONSTRUCTIO�+IPROGRES5 SCHEDUL�
Page 5 of 10
1 The City's standard calendar for schedule develapment purposes is based on a 5-day
2 �vorkweek and accounts for the City's eight standard haiidays (New Years, IVlartin
3 Luther King, 1Wlemorial, Independence, Labor, Tha.nlcsgiving, day after Thanlcsgiving,
4 Chz•istmas). The Contractorwzll establish a schedule calendar as part of �kae schedule
5 development proeess and p�ovide to khe Px•ojeet Cant�ol Speci,alist as part of t�e basis
6 for t}-ieu schedule. Variations between the City's ca(endai and the Contractar's
7 calendar must be resolved prior to tl2e City's acceptance of their Baseline projeci
8 schedule.
10 H. WBS & Milestone Standards for Schedule Development
l i The scope ofwo�•lc to be accoinplished by the C�ntractor is represent,�d in the schedule
12 in the farm of a Wark Breal{down Structure (WBS). Tke WBS is the basis for the
13 development of the sehedule activities and shall be imbedded and depicted in thc
lA� schedu�e.
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The followung is a summ:ary of ik�e standards to be followed iza preparing and
maintain�a.g a schedule for project delzvery.
19 1. Contrac�or is required ta utii�ize the City's WBS struc�ure and respeetive
20 prajeci type template for "Consi��uction" as shown in Section 1.4.Hbelow.
21 Additional activities gnay be added to Le�ve�s 1- 4 to accommodate the needs
22 of the organization executing the worlc. Specif'icaIly the Contz-actox will add
23 activities under WBS XXX�X.80.83 "Construction Execution" that
24 deIineates the activities assoc�ated witb the aarious components of the work.
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2b 2. Coniractor is r�qui�ed to adhere to the City's Standard Milestones as shawn
27 in Sec�ion 1.4.I helow. Contaractorwillinclude additional inilestones
28 representing it�termedzate delivexables as requiured to accuxately z-eflect their
2.9 scapa o�wozk.
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I. Schedule Activiiies
Activities are the discrate elements of work that make up Yhe schedule. They wilibe
organized under the umbreIla af the WBS. AcYaviiy deseriptions slaould adequately
describe the activity, and in soz�ne cases the e�tent of the activity. Al1 activities are
J.ogzcaily tied with apredecessor and a successor_ The only exception to this nzle is for
"project stari" and "projeet firiish" milestones.
38 The activily duration is based on fJie pl�ysical amount af vvork to be performed forthe
39 stated activity, with ama�cimu�. duration af20 worlcing days OR a continuous activity
40 in ane lacation. If ti�.e work for any one activity exceeds 20 days., break t�at aetivity
41 down itj.cxementallyto achieve ihis duration consi�'aini. Any �xce�tion to this requires
42 review and acceptance by the City�s Project Control5pecialist.
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44 7. Change Orders
45 Wlaen a Change Order is issued by the Ciiy, the impact is incorporated into the
46 pz'evzously accepied baseline schedule as an update, to clearly show impact to ihe
47 project timeline. The Contracior submits this updated baseline schedul� to the City for
GITY OF FORT WORT�I TRINITY BOULEVARD PHl CITY PRdJECT NO.
STANDARD CONSTAUCTIdN SPECIFCCATION I70CLTM�tJTS 102101
Revised August [3, 2Q21
O1 3216-G
COi�iSTRUCTidNP1tOGItESS SCHEDULE
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review and ac�epta�n.ce as descrzbed in. Section 1.5 belaw. Updat�d baseline schedules
adhere to the follawing:
1. Time extensions a�sociated with approved contract modif�ca�ions are limited to �e
actual azna�n.t of tirzae the project activities az-e aZ�aticipated ta be deJ�.yed, unless
o#herwise appraved by the Pragram Manager.
2. The xe-baselined schedule is submiited by th� Contra�tox rvithin te� wo�Jtrdays after
t�ae date of�•eceipt of �e approved Clxan�e Order.
3. The changes in logic or durations approved by the City are used to analyze the itnpact
of the change and is included in the Change Order. The codirig �or a new aciivity(s)
added to the schedule far the Chan.ge Order u��Iudes the Change Order nu�nber in the
Activity ID. Use as many activities as needed ta accurateIy show the work of the
Change Order. Re�isions to the baseline schedule are not effect�e until accepted by
the Ci.ty.
K City's WoxlcBrealcdorvn,S�ueture
WBS Code WB,S Name
XXXXXX Project Name
XXXXXX.30 Design
X�X���.30.10 De�ign Contractor Agreement
�XXh��.30.20 ConcaptualDesign (30%}
�X.3a.30 Preliminasy Design (60%)
XXX���..30.40 Final Deszgn
XXXX��3�.30.50 Environmental
XX�.3Q.6Q Permits
XXXX��.30.60.10 Permits - Identification
XXXXXX.3Q,60.20 Permits - Review/Apprqve
X�:XXXX.4Q RO�V & Easements
XXX���.40.10 ROW Negotiations
XXXXXX.40.20 Condemnatian
XXI�XXX.70 Utility ReIocation
��XXX���.70.10 UtiIily Relocation Co-ordination
XXXXXX,SO Construction
XXXX���.80.81 Bid and Awat•d
X�XX���.80.83 Construction Execution
�XXXXX. $0. $5 Inspection
XX�X.80.86 Landscapi�g
�X.90 CIaseout
XXK��XX.90.10 Construction eont��act Close-aut
XXX�'XX.90.40 Design Cantract Clasure
L. Gity's StandardMilestones
The following milestone aeti�ities (ie., impoxtalat events on aproject that maxlc critical
points in �ime) are of particular iuterest to the City and must be reflected it� the praject
schedule for aIl phases of worlc.
CITY QF FORT WORTH TRINITY BOULEVARD PT�1 CITY PR07ECT NO.
STANDARI7 CONSTRT7CTTdN SPECIFCGATION bOCUIvIENTS 10210]
Revised August I3, 2021
Ol 3.21G-7
C0315TRiICTIONPROGiZESS SCHEDULE
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Activit�ID Activity Name
Design
3020 Aw ard Design Agireemeni
3040 Issue Notice to Proceed - Design Ezagineer
3100 Design Kzek-off Meeting
312Q Submit ConceptualPlarss to Utilities, ROW, Traf£'ic, Parks, Stozm Water,
�Vater & Sewer
3150 Peer Review Meeting/Design Review z�.eetrng (techr�zcal)
3160 Conduct Design Public Meeting #1 (requrted)
3170 ConceptualDesign Complete
3220 Submit Preliminary Plans aud Speci#'ications tp Utili.ties, ROW, Traffzc,
Parlcs, Storm Water, Water & Sewer
3250 C�nduct Design Pulalic Meetiug; #2 (requiu ed)
32�Q Preliminary Design Camplete
3310 Submit Final Design to Utilities, RQW, Tra£fZc, Parl�s, Storzaa VL�ater,
Water & Sewer
3330 Conduct Design Public Meeting #3 {if required)
3360 Fina1 Design Complete
ROW & Easements
4a0� Right of Way Stari
4230 Right of Way Cainplete
Utility Relacation
7000 Utilitie� Start
7I20 Uiili�ies Cleared/Complete
Constr�ction
Bid and Award
8110 Start Advertisement
8150 Conduct Bid Opening
8240 Awai•d Construction Contract
Construction Exec�tion
8330 Canduct Canstruction 1'ubfic Meeting #,�4 Pre-Construction
835� Const�ctian Start
8370 Subsiantial Co�pletion
�540 Constructi�n Campl�tia�
9130 Notice of C�mpletion/Crr�en Sheet
9ISQ Canstruction Contract Closed
9420 Design Cantract Closed
SUBIVIITTALS
A. Schedule Submittal & Review
The City's Project Manager is responsxble for reviews and acceptance of the Con�ractor's
schedule. The City's Praject Control Specia�ist is responsihle for ensuring ali�nm�t of
the Contractor's baseline and progress schedules with the Master Prnject Schedule as
support io the City's 1'roject Manager. The City reviews artd accepts or rejects the
schedule within ten workrlays of Contractor's submittaL
C1TY pF FORT WpRTH TRIIVITY BOULEVARD PH1 CiT"Y PROT�CTNp.
STt1Nl�ARD CONSTRUCI'ION SPECff ICATION DOCUMENTS 1Q21R1
Revised August 13, 2021
oi �a �� -a
CONSTRLTCTIONPAOGRESS SCHEDULE
Page S of lfl
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1. �chedul�Format
The Con.traci:or wiIl submit each schedule in two electronic forms, one m native file
format (.xer, .xnil, .mpx) and th� second in apdf farmat, in t1�:e City's document
management system in tha loca�ion dedicated for �i� purpose and zdentified by t�e
Project Manager. In the even.t lhe Cont�•actor does not use Primavera P6 or MS
Pz•oject for schedulizag pu�'poses, fi.�ie schedule informatian must be submitied in..xls or
.xdsx format in compliance with the satnple layaut (See Specification O1 32 16.1
Construction Project Schedule Baseline Tacample}, includi�tig activiry predecessars,
successors and total float.
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11 2. Iz�tial & Baseline Schedule
I2 The Contz'actor will develop theu- schedttle for th�ir scope of work ar�.d subnnit their
13 initial schedule in electronic foi-�n (an the file foz-rnats nated a�aove), in the City's
14 dacu_tnen.t rnazaagez�aez�t system in the Iocation dedicated for t�is purpose atleast 5
I5 woNltcng days prior to Pre Gonstruction Meeiirag.
IG
I7 The City's Project Manager and Project Control Specialast revievv this initial schedule
18 to determine alignment with the City's Master Project Schedule, including format &
19 WBS structuz•e. Follo�wing t11e CitX's teview, feedbaek i� provided to the eontractor
20 for their use in iinalizing #heit• initial schedule aud is�uing (within ftve workdays) their
21 Baseline Schedule for final review and acceptance by the City.
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23 3. Pragress Schedule
24 The Contractor willupdate and issue t1►�ir project schedule (Pro�ress Schedule) by ihe
25 last day of each nt onth throughout the li�e of thei� �crvork on the project, The Progress
26 Schedule is submitted in electconic foxnn as noted above, in the City's document
27 manage�ent systezn �irn the location dedicated for this puipose.
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The Ci�y's Project Cantrol tea�n reviews eacY� Progress Schedule far data and
inforrnaiion that support the assessment of t11e update to t]�e schedule. In the event
data or infornnation is nnissing ar incompiete, tl�e Projec�: ContrQls Specialist
cammunicates directly with the Contractor's scheduler �or �ro�idin� sat�e. The
Cantractar r�-submits the corrected Progress Schedule ivathin 5 workdays, following
the subm�ttalprac�ss noted above. The City's �rajectManager andPz•oject Control
Speciali�t re�vi.ew the Contractor's progY•ess schedule for acceptance and ta manitor
performance and progress.
The fol�owing list of items are required to ensure pz-opex stat�as information is
contained in the Pxogress Schedule.
� Base�e Start date
� Baseline Finish Date
� % Camplete
o Float
� Activity Logic (dependencies)
� Critical P�.th
� Acti�ities addad or deleted
� Expeeted BaseJine Finish date
� Vat•iance to the BaseIine Fitiish Date
CT['Y QF FORT WQRTH TRINITY BOCJL� VAItI] YI-T l CI'I"Y PIt07ECT NO.
STANT�Ak2D CONSTRUCTION SPECIEICATIpN DOCUM�NTS 1D2161
Revised August i3, 2021
oi 3a i� -9
CQNSTRLTCTIONPROGRLSS 5CIi�DUL�
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B. Monthly Constructio� Status Report
The Contractor submits a wriiten status report {referred to as a pragress narrative} at tlae
monthly progres s meeting (if rnonthl� meetings are held) or at th�e end o� each �nonth to
aceonnpazay ihe Progzess Schedule subz�nittal, using the standard fonmat provided in
Specification al 32 16.3 Canstruction Project Schedule Progress Narrative. The content
of the Canstructian Project Schedule Pragress Narrative shauld be concise ar►d complete
to inclucle only changes, delays, and anticipated prohlems.
C. Submittal Pracess
o Scbedules and Monthly Constructio� 5fatus Re�orts are submi�ted in in the City's
docuinent management system in the location dedicai:ed for this purpose.
o Once the prQject has been completed and �inal Acceptance k�as been issued by t11e
City, no further pragress schedules or eonsiruction status reports are required fro�n
tY�e Contractor.
1.
16 1.� ACTION STIBMITTALSIINFORMATIONAL SUBIVICTTALS [NOT USID]
17 ].� CLOSEOUT SiIBNIITTALS [NOT IISID]
I8 X.7 MAINT�NANCE MATIItIAL SUBNIITTALS [NOT USID]
I9 1.8 QUALITY ASSUR.A,NCE
20
21
22
23
24
25
A. Th� person prepaiing and revising the construction Progress Schedule shall be
experiezaced irz the preparation of scheduIes of similar eomplexiry.
B. Schedule and supporting documents addressed in th�s �.pecification s�a1I be prepared,
updated and revised to accurately reflect the performanc� of the �onstruction.
C. Contractor is responsi6le for the qualiiy of all subrniitals in this section rneeting the
stazzdard of eare for tl�e construction uadustry �'or similar projects.
26 1.9 DII.IVERY, �TORAGE, �ND ITt�NDLING jN4T USF�D]
27 1.10 F�ELD [SITEJ CONDITION� [NaT USID]
28 1.11 WA.RRA.NTY [NOT USED]
29 1.12 ATTACI�N'IS
30 Spec DI 32 16.1 ConstructzonProj�ctScheduleBaseline Example
31 Spec 01 32 1 b.2 Construction Projeet Schedtaile Pro.�ress E�ample
32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative
33
CI'i'Y OF FORT W ORTI� TRINITY BDLTL.�VARD PR 1 CITY PRQ7ECT NO,
STA3�I�ARD CONSTRUCTION SP�C]FIC�I.TION DOCLIM�i�iTS 102101
Revised Auguat 13, 202[
0132]f�-[0
CONSTRLiCTIO�IPRQGRESS SCHEDiJLE
Page 10 of l0
2 PART 2�- PRODUCTS jNOT USID�
PART 3 - �,CUTION [NOT iISID]
4
IND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8113/2Q21 Micl�ael pwen Revisad to update specifieation reqidrementsand eliminat� c�uplicat� sehedule
specifications.
CTI'Y pF FQRT W ORTF� TRIlVITY BOCTLEVARD PHl CITY PRO.TECT NO.
5TAN13ARJa CONSTRLICI'ION SPEC]FICATIOIV DOCi3MENT5 I0�101
Revised August l3, 2021
013233-1
PRECONSTf2UCTIDN VIDEO
Page L of 2
1
2
3 PART I - G�NEIt�L
4 1.1 SUMMARY
SECTION 0132 33
PRECONSTRUCTION VIDEO
5 A. Sectzon Includes:
6 1. Administrative and procedural requirezx�ents far:
7 a. Preconstruction Videos
8 B. Deviations from ihis City of Fort Worth Standard �peci�catioz�
9 1. None.
10 C. Related Specification Sections include, bu� are not necessairily limited to:
11 1. Division 0— Bidding Requuements, Contract Fa�•ms and Conditions af the Contract
12 2. D'zvision 1— General Requirements
13 1.2 PRICE AND PAYMElVT PROC`EDURES
14 A. Measur.ement arid Payment
15 l. Worl� a�sociated with tlais I#exn is cor�sider�d subsidiary to t�e various items bid.
16 No separate payment will be allowed for tlus Itena..
I7 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATNE REQLJIREMENTS
I4 A. Preconstruction Vzdeo
20 1, Praduce a preconstructzon video of the site/alignment, including all areas in the
2T vicinity of arid to be affected by constnzction.
22 a. Provide dzgital capy of video u�on request by the Ciry.
23 2. Retain a copy af tla.e preconstruction �ideo u�til the end of t7ie maintenance surety
24 period.
25 1.� SLTBMITTAL� [NOT USED]
26 1.6 ACTION SUBMITTALSI.iNFORMATIONAL SiTBMITTALS [1vOT USED]
27 X.7 CL05EOUT SiTSNIITTALS [NOT USED]
28 1.8 MAINTEIVANCE MATERIAL SUBMITTALS [NOT USED]
29 i.9 QUALITY AS�U1tANCE [NOT USED]
30 1.10 DELIVERY, STORAGEa AND HANDLING [N�T USED]
31 1.11 FIELD I�ITE] CONDITIONS [NOT IISED]
32 1.12 VVARR.ANTY [NOT U�ED]
33 PART � - PRODUCTS [NOT IISED]
CIT'Y OP PORT WORTH TRINITY $OULL�VARD FHl
STANDARD CONSTRLTCTION SPECIFICATION DOCUMEIV'I'S CITY PR07£?CTNO. I02101
Revised July 1, 2011
013233-2
PRECONSTRUCTION VIDEO
Page 2 o f 2
PART 3 - �XECIIT�ON [NOT USED]
END OF SECTrON
Revision Log
DATE NAME SUMMARY O�' CIIANG�
GITY OF FpRT WdRTH TRINTTY BOULEVAI�D PI-II
STAI�fDARD CONSTRUCTION SPECIFiCATION DOCUMENTS CI'I'YPRd7ECTN0. 1D2Ip1
Rauised 7uly 1, 2011
oi33oo-i
3UHM[TTALS
Page 1 of 8
1
2
SECTION UI 33 00
�UBMITTALS
3 PARTI- GENERAL
4 l..l. SUMMARY
5
6
7
8
9
ia
11
12
13
14
I5
16
A. Sect�on Includes:
1, General methods and xequirezxients of submissions applicable to the following
Work-related subrnittals:
a. Shop Drawings
b. Produet Data (including Stan.dard Product List submuttals}
c. Samples
d. Mock Ups
B. Deviations froxz�. this City of Fort �orth Standard Specification
1. None.
C. Related Specificatian. Sections include, but are not necessarily limited to:
I. Division 0— Bidding Requuennen.ts, Contract Forrns at�.d Conditions of the Cantract
2. Division 1— General Requirements
17 1.Z PRIGE AND PAYlVIENT PROCEDURL+'S
18 A. Measurement and Payrrient
19 I. Work associated with this Item is considered subsidiazy to the various items bid.
20 No separate payment will be alloured €or thi� Item.
21 i.3 REFERENCES [NOT USED]
22 1.4 ADIVLCNYSTRATIVE REQiTIREMENTS
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
4p
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittaIs fro:m the requarexnents of the Gontraci Dacuments.
2. Caardination o� Subz�ittal Tirm.es
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sectians, of tlae Sp�eci�cations.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited ta:
a) Disapproval and resubmittal (zfrequized}
b) Coordination with other submittals
c) Testing
d) Purchasing
�) Fabrication
f} Delivery
g) Similar sequenced activities
c. No extension of time will be authnriaed because ofthe Cantractor's failure to
transmit submittals sufficiently in advance of the Woxk.
CT f'Y OF FORT WORTH
3TAM3ARD CONSTRi7CTI0N SPECIFICATIQN D�CUNIENTS
Revised ]aecember 20, 2Q12.
TRINITY BOUL�V.ARl7 PH1
CTTY PROSECT NO. 102101
o� 3� ao-2
sv��rr�r�r��.s
Page 2 of 8
1
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3
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5
6
7
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9
1�
11
1 �.
13
14
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lb
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d. Make submittals promptly in accordance witb. appx•oved schedule, and in such
sequence as to cause no delay in the Work or in the worlc o�any othei-
cont� actor.
B. Submittal N�.unberin�
I. When subnaitting slaop dz-awzngs or samples, utilize a 9-character submittal cross-
refei•ence identii'ication nuulbering syst�m in the follawing manner:
a. Use the frst 6 digits of t.b.e applicable Speeification Section Number.
b, For tl�e nez�t 2 digits number use numbers 01-99 to sequeniially num�er eac�.
initial separat� item or drawing submitted undez• each specific Section number.
c, Last use a letter, A-Z, indicating tbe resubinission of the same clrawing (i.e.
A-2nd submission, B-3rd submission, C=4th �ubmission, etc.). A typical
submittal num:ber would be as fo�lows:
03 30 00-08-B
I) Q3 30 00 is the Specificatior� Section for Concr.eie
2) OS is the eighth i:nifial submittal under this Speci�ication Seetion
3) B is the �urd submission (secand resubmission) of thai particular shap
drawing
C. Contractor Certification
1. Review shop dravvings, pz�oduct data and samples, including thase by
subcontractars, prior ta submission to deteimine and verify the follo�civing:
a. Field measurements
b. Field eons�ruction criteria
a Catalog nurrzbers an.d siriailax• data
d. Con�ormance with the Contract Documents
2. Provide each shop drawing, sample and product data subm�itted b� Y.�.e Contractor
with a Certification Staternent affixed including:
a. Tne Contractar's Company name
b. Signature of submittal reviewer
c. Certif"icatio�► Statement
1) "By ihis submittal, I hereby rep�•esent that I have determined and verified
�'ield xneasurements, field construction criteria, materials, dimensions,
catalog numbels and similar data ax�d I have checiced and cooz�dinated each
item with other app.licable approved shop drawings."
D. Submittal Faz�naat
1. Fold shop drawings larger than 8%2 inches x 11 inches to 8 1/z inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1 } Description of Packet
2} Contractor Certii'ication
b. List of items / Tabie of Contents
c. Product Data /�hap Drawings�'�amples ICalculations
E. Submittal Content
1, The date of submission and the dates of any previous suba�'tssions
CTl'ir �F FORT VJORTH
STANRA,RD C4N5TRUCTI�N SPECIFICATION bQCUM�NTS
Itevised December 24, 2Q12
TKINITY 6OULEVARD PH1
CITY PROdECT NO. I 02101
p133pp-3
SUSM[TTAi.S
Page 3 of $
1
2
3
4
5
6
2. The Project ti�le and nuxnber
3. Contractor identificafion
4. The names af:
a. Con�-actor
b. Supplier
c. Manufacturer
7 5. Id�ntification ofthe product, with tk�e Specifi�ation Seciion number, page and
8 paz�agx aph(s)
9 6. Fzeld dimensions, clearl�r identiiied as such
10 7. Relation ta adjacer�t ax critical features of the Work ar mateiials
11 8. Applicable standards, such as ASTM or Federal Speci�ication nurnbers
12 9. Identification by higl�lighting of deviations from Contract Documents
13 10. Identiftcation by highlighting of revisians on resub�nnittals
14 l. I. .An 8�itich x 3-inch blank space for Contractor and City s#amps
15
16
17
l8
I9
20
zz
22
23
24
25
26
27
28
29
30
3I
32
33
34
35
36
37
38
39
40
41
A�2
43
44
45
46
�'. Shap Drawings
l.. As specified in individual Work Sections includes, but is not necessarily 1�iznited ta:
a. Custom-prepared data such as fabricatian and erectionlinstallation (working)
drawings
b. Scheduled infoamation
c. �etting diagrams
d. Actual shopGvork manufacturing inst�uctions
e. �stonn iernplates
f Special wiring diagrams
g. Caordination drawings
h. Ind.ividual systern. or equipme�t inspectia� and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation af the varzous parts to the zxiain members and lines of tlle structure
b. Where corr�ct fab�-ication of the Work depends upon field �neasurements
1) Pravide such measurements and note on the drawings prior to submit�i�g
for approval_
G. Product Data
1. �'or submittals of product data for products included on t�.e City's �tandard Praduct
Lzst, clearly identify each item selccted for use on the Profect.
2. �'or su�imattals of product data for products not included on the City's Standard
Product List, submittal data may include, but zs not necessaril� limited to:
a. Standard prepared data for manufactured products (sametimes referred to as
catalog data)
1) Such as the manufacturer's product specifzcat�on and instaIlatiion
znstructions
2) Availability of eolars and patterns
3) Manufacturer's printed statements of compliances ar�d applicabzlity
4) Roughing-in diagrams and templaies
5) Catalog cuts
6) Product photographs
CITY OP FORT WORTH TRINITl' BOULEVARD Pl�l
3TANDARD CONSTRCTCTiO1+I SPECIFICAT'iON DOCIJMENT5 CITY PRQ7ECT NO. 1 Q2101
Revised December 20, 2612
O13300-4
SUSIv1ITTALS
Page 4 of 8
1
2
3
4
5
6
7
S
9
10
11
12
13
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15
lb
17
7) Standard �wiring diagrams
8) Printed perforrr�ance ctilz�es and opei°ational-range diagrams
9} Praduction or quality control inspection and test reports and cex�fications
10) Mill reports
11) Pxod.uct opex•ating and maintenance instructions and recommer�ded
spase-pa.rts li�ting and printed prnduct wairanties
12} As applicable to the Work
H. Samples
1. As specified in indiwidual Sections, include, but a1'� not necessas•iiy limited to:
a. PhysicaI examples nf the Work such as:
].) Sections of znanufactured ar fabricated Worlc
2) Small cuts ar containers ofmaterials
3) Connplete un.its of rep�titively used products color/iext�u-e/patt�rn swatches
and ra.nge sets
4) Specimens far caordina�ion of vistiial effect
5) Gxaphic symbols and units af Woi�k to be used by the City %r independent
inspecl:ion and testing, as applicable to the Work
18 L Do not start Work requu�ing a shop dz•awing, sample or product data not any material to
19 be fahricated or installed prior to the approval or quali�ed approval of such item.
20 1, Fabricafion performed, maierials purchased or on-site cons�t•ucfion accomplishcd
21 which does not con%rm to app�-a�ved shop drawings and data is at t�te Coniractor's
22 z�zslc.
23
24
25
26
27
28
29
30
3I
32
33
34
35
36
37
38
39
40
41
�42
43
A4
4S
�46
47
2. The City will nat be liable for any expense or delay due to carrections or remedies
required to accompIisb. conformity.
�, Complete project Work, materials, fabrication, and installations in confaxtx�.aaace
wiih approved shop drawings, applicable samples, and pxaduct data.
J. Submittal Distrihutian
I . Electrnnic Distributzon.
a. Confirm development of praject directory fn:t• elect�onic submittaIs to be
uploaded to City's SIM 360 site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Uplaad subrr�'sttal to designated proleet directary and notify appropriate
City representatives via ernail of �ubi�nittal posting.
2) Haz-d Copies
a) 3 copies �oi� all submittals
b) If Cont�ractoz• xequiares mare than 1 hard copy af 5hop Drawings
returned, Conti�ctor shall submit more thaz� �.e �aum.bex• of copies listed
above.
c. Product Data
1) �Tpload subrnittal to designated project directory and notify appropriate
City representatives �ia email of submiital posting.
2) Hard Copies
a) 3 capies for al1 submittals
d. Sarnples
1} Distributad to the Project Representative
2, Hard Copy Distribution (if required in lieu of electronic distribution)
CITY' OF P4)RT W(7RTH
S'TANDARD CONSTRUCTION SFECITICATI03�I DOCUMENTS
Revised Decernher 26, 2012
TRINITY BOTJI.EVAR� Pl-T1
CI'I'Y YRO.TECT NQ. 1023 O1
013300-5
SUBMITTALS
Page 5 of 8
1
2
3
4
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b
7
8
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la
11
12
I3
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IS
16
17
1$
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27
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37
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a. Shop Dra�x+ings
1) Distributed to the Czty
2) Copies
�} 8 copies for mechanical subxnittals
b) 7 copies far aIl ather submittals
c) If Cont�aetor requires more than 3 copies of Sbap Drawings retu�rned,
Cozatz•actor shall subzzait zxiox•e t.b.az� the nuznbei° of capies lzsted above.
U. Product.Data
I) Distribut�d to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to t�e �raject Representative
2) Copies
a) Submit the number stated in �e respective �peczfication Sectioz�s.
3. Distribute reproductions o�approved shop drawings and eopies of approved
product data and samples, where required, to the job site file and elsenvhere as
directed by the City.
a. Provide rzuznber of copies as directed by the City but not exceeding tk�e �umber
previously specified.
K. 5ubmittal Review
3
4
1. The review of shop drawings, data and samples will be for general conformance
r�vzY1� tlae deszgn concept and Contract Docu�ents. This is not to be const�ued as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractar oi responsibility for any errors, including details,
di.z�aensiazas, and z�aaterials
c, Approving departures from details iurnished by the City, except as otherwise
provided herein
2. The z•eview and approval. o� shop drawings, samples or praduct data by the City
does not relieve the Contractor from hislher responsibility with regard to the
fulfillment af �e terms oi the Contract.
a. All risks of errox and arn�ission are assu�ed by the Contractor, and the Ciky will
have no responsibility therefore.
The Cont�ractor remains responsible for details and accuracy, for coordinating the
Work with all ather associated v�rork an.d frades, for selecting fab:ricat�on processes,
for techniques of asse�nbly and for performing Worlc in a safe manner.
If the shap drawings, dafa or saxnples as submifted describ.e variations and shot�v a
departure from the Cantract requirements which City finds to be in the znterest of
the City and to be so minoz as rnot to involve a change in Cont��act Price ar time fox
perfarmanca, the City may return the reviewed drawings without nating an
exception.
5. Subtnik�als nvill be returned to the Contractor under 1 of the following codes:
a. Code 1
1} "NO EXCEPTIONS TAKEN" is assigned v�rhen. there a�•e no notations or
comments on the submittal,
a) When returned under this code. the Cantractnr may release the
equipment and/or material for rnrzanufacture.
b. Cade 2
CTI'Y OP PORT W�RTH
STANdARII CflNST'RUCTION SPEC�[CATION DOCUNI�NTS
Revised December 20, 20i2
TRINI'fY BOULEVARD PHl
CTI'Y PRO.IECT NO. ] 0210I
0133D0-b
Sl79MI'i'1"AL5
Page G of 8
1 1) "EXCEPTIONS NOTED". This cade is assigned when a con�irmation of
2 the notations and corr�ments IS NOT reqziu�ed by t�e Cont�actor.
3 a) The Cantractoz �ay i•elease t�e equip�nent ar material for manufact�u-e;
4 however, all notaiions and comments must be incarporat�d into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This eombination af codes is
8 assigned wher� notations and comments are exten,sive enough to require a
9 i esubmittal of the pacicage.
10 a) The Can�ractor may release the equip�ent or nnatez-ial for manufacture;
11 however, all notations and comments must be incorporated inta tl�e
12 final product.
13 b) This resubmittal is to address all eomments, omissions and
14 non-conforming items t.hat were noted.
15 c) Resubzx�itYal is to be recezved by the Czty witf�in 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmiital.
17
I8
19
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21
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23
24
2S
26
27
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29
d. Cade 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Coni�act Documents.
a) The Cantt'actor rr�ust resubmit the entire package revised ta bring the
submit�al inta confarmance.
b) It nnay be necessary to xesubmit using a dif#'erent manufacturer/vendor
to meet t�e Cantract Doeuznents.
6. Resubmittals
a. Handled in the same mar�er as first submittals
1) Corrections othei• than requested by the City
2) Ma�rl�ed Wzfh :reviszon triangle az otJ�er similar method
a} A.t Contractor's rislf if nat marl�ed
b. Submittals for each ite:m wiI1 be revzev�red nr� zzao�•e than twice at the City's
3b expense.
31 1} All subsequent reviews will be perfarmed at kimes canvenient ta the City
�2 and at the Contractor's expense, based on the City's or City
33 Representative's tlien prevailing rates.
34 2} �rovide Contractor reimbursement to the Gity within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for mare thari I resubxxaission. oz• any otlaez• delay in obtaitsin� City's
37 zeview of submittals, will nat entitle the Contractor to an extension of Contract
3 8 Time.
39
40
�} 1
42
43
44
45
7. Pax�ial Subxnittals
a. Cily reserves the right f;o iiol: review submittals deemed partial, aC the City's
discretion.
b, Submittals deemed by the City to ba not complete wiIl be returned to the
Contractor, and will he considered "Nc�t Apprnved" until resubixv.tted,
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
�b 8. If the Contractor considers axiy co:rrection indicated on tkze shop drawiilgs to
47 constitute a change to the Cpntract Documents, ihen written notice mus� be
48 provided tl�ereof to the Ciry at lcast 7 Calendar Days prinr to zelease �ox
49 manufacture.
C�'I'Y OF FORT WDRTH 'I'RINI7'Y SOi7L.EVARB PHl
STANI]ART7 CDNSTRiJCTTQN SYECIFICATION DOCUMSNT5 CITY PItO.IECT IVO. 1021a1
Revised Decem6er 20, 2D12
pI33p0-7
SUBMITT'AiS
Page7of8
1 9. When tlae shop drawings ha�e been completed to the satisfaction af the City, tlae
2 Con#ractor may carry aut the const�uc�ion in accordan.ce therewiih and no £urther
3 changes therein except upon w�•ztten znst.ructions fi'om the City.
�} 10. Each submittal, a�apropriaiely coded, will be returned within 30 Calendar Days
S foIlau�ing receipi of submittal by the Czty,
6 L, Mock ups
7 1. Mock Up units as specif'ied in individual Sections, include, but are not n.ecessarily
8 linoited to, complete units of the standard of acceptance for that type of Woik to be
g used on the Project. Rern�ove at the compietaan af the Work or when d�r�cted.
10
11
z�
13
14
15
16
17
1$
19
2a
21
22
23
24
25
26
27
28
29
M. Qualificatiar�s
I£ specifieally iequi�red in other Sections af these Speeifications, sub�nit a P.E.
Certification for each item reqx.tired.
N. Request for Inf�ortn.atio�► (RFI}
], Contractor Request for additianal inforrnaiion
a. Glarificatian ar intezpre#ation of the contract documen.is
b. When the Contractor believ�s tbere is a conflict between Contract Documents
c. When the Contrac�or believes there is a con�zct between the Dz•awings and
Speci�icatio�s
I) Identify the conflict and rrequest clarification
2. Use the Request for Informa�ion {RFI) faiin provided by the City.
3, Numbering af RFI
a. Prefix with "R�'I" followed by series number, "-xxx", beginning with "O 1" and
increasing sequentially with each additional fra�nsmittal.
q�. Sufficient iz�farmation shall be attached to per�t a written response without iurther
informatior�.
S. The City will lag each request and vuill review the reques�
a. Yf review af the proj ect izaformaiion request indicaies that a change to the
Contract Docu�nents is required, the Cily will issue a k'ield Order or Change
Order, as appropria�e.
30 1.� SUBNIITTALS [NOT USED]
31 1.G ACT�ON SUBMITTAI.SIINFORIVIATIONAL SUBII�TTTALS [NOT USED]
32 1.7 CLOSEOUT SUSMITTALS [NOT USED]
33 1.$ MAINTENANCE MATERIAL SiIBNIITTALS [NOT USED]
34 1.9 QUALITY AS�URANCE [NOT USED]
35
36
1.10 DELIVERY, STORAGE, AND HANI)LING [NOT USED]
X 11 FIELD [SITE] CONDITION� [NOT USED]
37 1.12 WARRANTY [NOT USED]
CiTY pF FORT WORTH
STANDARD C��ISTRUCTION SPECTFTCATION DOCUMLNTS
Ravised Qecemher 2Q, 2012
TRINITY BOLTLEVARD PHl
CITY PRO.[ECT NO. 102101
ai33oo-s
$UBMITTALS
Page S aE8
1 PART 2- PRODUCT� [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
CITY OF FORT WORTH TiliI�1ITY BpUI.EVARD PH1
STANDARD CONSTRUCTIpN SPECIFLCATION DOCUMENTS CITT' AR4JLCTNO. 10210]
Revised December 20, 2012
ai 3s i3 -1
SPECIAL PROIECT PROCEDURGS
Pa�;e 1 oF8
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SECTION 0135 13
SPECIAL PR07ECT PROCEDURES
3 PART1- GENERAL
4 1.1 SLTMMARY
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A. Sect�on Iucludes:
1. The procedi.ues for special project circumstances that inciudes, but is not lirniteci to:
a. Coordination with the Texas D�partr�ent af Txansportation
b. Wnrk neaz� High Voltage Lines
c. Can�ned Space En�y �rogram
d. Air Follution Watch Day�
e. Use of E�plasives, Drop Weight, Etc.
f. Water Depar-irrient Notification
g. Public Notzfication Prior i:o Be�iva�ing Construction
h. Caordination with Llnited States Army Cdrps af Engineers
i. Caordination withia Raiiroad pernuts az�as
j. Dust Control
k. Employee Parking
B. Deviatinns from this Ciry of Fa�-t Worth 5tandard Specz�ication
1. None.
20 C. Related Specification S�ctians include, hut ate not z�ecessarily limited to:
21 1. Division 0—Bidding Requirements, Contract Forms and CnndiCia�s of khe Coritract
22 2. Division 1— Gezaeral Requirements
23 3. Section 33 1 Z 2S — Conneetion to Existing Water Maz�as
24 1.� PRiCE AND PAYMENT PROCEDURES
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A. Measurement and Payment
l. Caordinatinn �uithin Railroad pern�zi areas
a. Measurement
1) Measurez�aent for thi� Item will be by lump sum.
b. Payment
].) The wark perfo�ned and materials fuxz�i.shed in accordance with this Item
will be pazd for at the lump sum price bid for Railraad Coordinatian.
c. The price hid shaII include:
1} Mobilization
2} Inspection
3) Safety training
4) AdditionalInsurance
5) Insurance Certit"icates
6) Other reyuirements associated with general coordination with Railroad,
including additional employees zequired to protect the right-of-way and
property of the Railroad fi�om damage arisirng out of andlor froxr► tlae
construction of the Project.
2. Railroad Flagmen.
C1TY OF FORT W QRTH
STANDARD CONST12UC1`ION SPECIFICATION DOCUMENTS
Revised T�ecember 20, 20I2
TTiIiVITY BOilLEVARD PH 1
CITY PROJECT No. 1 U2101
01 35 13 - 2
SPECIAL PRdJEC'I' PROCEDTJ[tES
Page 2 of 8
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a. Meast�ement
1) Measurern.ent for tlus Item �,�+iII be per �orI�ing day.
b, Paynnent
I) The work perfolzned and materials furnished in accoz•dance with this Item
�;vill be paid foz each working day that Railroad F'lagmen are pzesent at the
Site.
c. The price bid sh�ll include:
1) Coordina�.on far scheduling flagmen
2) Flagrr�en
3) Other requirements associated with Railroad
3. All other ztezx�s
a. Work associated with t�iese Iiems is consic[ered subsidiary to the various Items
bid. No separate payment will be allowed for t�us Itezn.
14 ]..3 REFERENCES
15 A. Reference Standards
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1. Reference stazzdards eited in this Specification refer to the cu�rrent ret'erenee
siandard published at tlae iime a� the Iatest re�ision date logged at the end of this
Speci�cation, unless a date zs specifically cited.
2. H�alth and Safety Code, Title 9. SafEty, Subtitle A. Fublic Safety, Chapter 752.
High Voltage Overbead Lines.
3. Narth Central Texas Council a� Goveinments {NCTCQG) -- Clean Construct�on
Speciiication
23 1.4 ADMINISTRATIVE REQUIREMENT�
24 A. Coot•dination with the '�'e�a� Department of Transpartation
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1. When work in the righ.t-of-way which is under the juxisdiction of the Texas
De�axtment of Transporta�ioii {T�OT):
a. Notify the Texas Depariment af Transportatiou prior to commencing any work
therein in accnrdanee witY� the provzsions of the permit
b. All work performed it�, tb.e TxT]OT right-of way shall be perfoi�ned zn
complzance with and subject to approval from the Texas Depar�ment of
Transportation
B. Work neaz High Voltage Lines
1. Regulatory Requirements
a. All Warl� near High'Voltage Lines {more tltan 600 valts measuzed. between
cazaductors or between a eQnductor and the ground} shall be in accordance with
Health and Saf�ty Code, Title 9, Sui�title A, Ghapter 752.
2. Warning sign
a. Pravide sign of sufficient size meeting aIl OSHA requirements.
3. �quipment operating with.in 10 feet of high voltage lines wiil require the follav�ing
safety feaiures
a. rnsulating cage-type of guard about the l�aom or arm
b. Insulatdr linlcs an t�ae lift hook connectioz�s far back hoes or dippet•s
c. Equipr�aent must meet the safety requirements as set �'orth by OSHA and the
safety requirements of the owner of the hig�Z voltage lines
�. Wo:rl� within 6 feet af high voltage electric lines
CT`I'Y OF PORT WOIZTH T'RINTTY BOULEVARB PHI
STANDARp CON5TRi1CTION SPECIFICATION DOCCTMENTS CITl' PROJPCT No. 1Q2101
Revised Decembar 20, 2012
013513-3
SP�CIAL. PR07ECT P1tQCEbURES
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a.
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c.
Noti�ication shall be given io:
1) The powez company (example: ONCOR)
a} Maintain an accurate log of a11 suc� calls ta power co�pany and recoxd
action taken. in each case.
Coordination with power connpany
1) After notification coardinate with the power company to:
a) Erect ternporary mecl�anical. barriers, de-energize the lines, or raise or
Iower the lin�s
No personnel may work within 6%et af a high voltage Iitae befor� the above
rec�uirements have been rnet.
C. Confined S�ace Ent�y Pxagram
1. Provide and follow approved Coz�.f"�ned Space Entxy Program in accordance with
OSHA tequirements.
2. Ca:nfined Spaces include:
a. Manholes
b. Alj ot�er confined spaces in accordance with OSHA's Permit Required %r
Canf�med Spaees
D. Air Pollution Watch Days
1
2,
General
a. Observe the following glzide�ines relating ta working on City eonstz�zction sites
on days designaied as "AIR POLLUTIDN WATCH DAYS".
b. Typical Ozoa�e Season
1) May 1 thraugh Qctober 31.
c. Critical Emission. Time
I) 6:00 a.zn. ta 10:D0 a.m.
Watch Days
a. Th,e Texas Commission on Envir�n�zne�tal Qualiry {TCEQ), in coordination
with the Naiional Weather Sexvice, will issue the Air Pollution Watch by 3:00
p.rn, o:� the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever canst�-uction phasin.g requires ihe
use of motarized equipment far periods in excess af I]�aur.
2} However, the Cantractor nvay begin work priar to 10:00 a.m. if'
a� LTse of motorized aquipment is �ess than 1 hour, ar
b) If equip�nent is new and cer�ified by EPA as "Low Emitting", ar
equipment bw.ns Ultra Law 5ulfur Diesel (iJLSD), diesel eznulsions, or
alternative fuals such as CNG.
E. TCEQ Air Pe:nmit
1, Obtaiza TCEQ Air Permit far canstruetion activities per requirexnents of TCEQ.
F. Use of Explasi�es, Drop Weight, Etc.
1. Wl1en Contract Docusnents permit on the praject the followzng will appl�:
a. Public Notification
1} Subrnit notice to City and proof o� adequate insu�rance caverage, 24 hours
pi�or to coxnmencing.
2) Minimurn 24 hour public notification. in accordance wiih Section 01 3I 13
46 G. Water Department Coardinaiion
CITY OF FQRT WORTH
STAND,SRD CONS'I`RUCTIDi�T SPL�CT�iCATION DOCUivIENTS
Revised bece�3�ber 20, 2012
T'R.INTTY $OULEV�RD PHl
C1TY PR07ECT Na. 102101
ai�st��a
SPECIAL PR03ECT P120C�DiJRES
Page 4 of 8
! 1. D�ring the const�uction of this project, zt will Ue necessa�y to deactivate, far a
2 period oftime, exis�ing lines, Tl�e Cont�actoi snall he required to coozdinate with
3 the Water D��.aitrnent to determine the best times for deact�vating and activating
4 those lines.
5 2. Conr�inate any evez�t that will requiz•e connecting to or the operation of an existing
6 Ciry vua-ter line system witn f.he City°s representative.
7 a. Coordination shall be in accofdance with Section 33 12 25.
8 b, If ne�ded, obtain a hydrant water meter from the Watez• Department far �se
9 during the li�e of named project.
10 c. In the event that a water valve on az� exist�ng live system be tuined aff and on
11 to accom�odate tf�e consta�uctian ofthe p�•oject is rcquired, coordinate this
12 activity through the appropriate Cii.y rep�esentative.
i3 1) Do not operate watez• lzne valves of exzsting water syster�a.
14 a) Failtue to �omply will �ender the Contrac�or in violation of Texas Penal
15 Code TitIe 7, Chapter 28.03 (CriminaZ Misc�ie� and the Contxactar
X 6 vvill be prosecutecl ta the full extent of the law.
17 b) In addxtion, the Contractoz r�vill assume all liabilities and
18 responsibilities as a resuIt of these actians.
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H. Public Notiiication Priar to Beginning Construction
1. Prior to beginning cdnstruction on a�.y bloc�� in the project, on a black by binak
basis,. prepar� and delivex• a notice of• flyer of the p�nding co�stz�,tction to the front
dnor af each residenc� or business that will be impacted by construction, T11e notice
shall be prepale� as foIlo�vs:
a. Post notace or flyer 7 days pz�ior ta i�eginning az�y c�nsti-uction aeti�vity on each
block in the project area.
Z) Prepaxe �lyer on the Contractar's letterhead and inciude ihe folla�ing
informafion:
a} Name of Project
b) City Px oj ect No (CPN)
c) Scope of Praject (i.e. type of constt-�ctioa activity)
d) Act�ial canstruction duration within the blo�l�
e) Name of f.�e contractor's foreman a�d phone number
� Narna of �he Ciry's inspector an� phane r�urrFl��r
g} City's after-hours phone number
2} A sam.ple of the `pre-co��struction notificatzon' flyer is attached as Exhibit
A.
37 3) Subnnit schedule showang the construction star� and finish tita�.e for each
38 blocic of the praj�ct to the inspectar.
39 �) Deliver fiyer to �1a� City Inspector fox review prior to distribution.
4a b. No constructian will be allowed to begin on any block until the flyer is
41 delivered ta all residants of the block.
42 I, Yublic Notification of Temporazy Water Service Intez�uption during Construc�ion
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during constrizction., prepare and deliver a notice or flyer of
45 the pending znterruption ta the front c�oar of each af�ected resident,
46 2. Prepared notice as �ollows:
47 a. Th� :notification or flyer shall be posted 24 hotus prior to the temparary
48 intertuption.
CITY OF PORT WflRTH TRINITX BOiTLEVAIU] PH1
STANDARD CONSTRUCTTON 3PECIF[CATION 17t�CUMENTS CITY PR07ECT I�o. 102 ] Ol
Revised becember 20, 2D12
ni3sr3-s
SPECIAL PIt07ECT PRdCEDURES
Page 5 of 8
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�repare flyer on the caniractol-'s let�erhead and include the follawin�
informa�ion:
1) Name of �ie project
2) City Prolect Number
3) Date af t3ie interruption of service
4} Period the inten-uption will take place
5). Name of t.�.e contractor's fo�ennan and phone nuzx�.ber
6) N�.�rne af the Ciry's i�spector and phone numbe�-
A sample of the temparary water sez�vice interruption notif'ication is attached as
Exhibit B.
Deiiver a copy of the tennpora.ty intert�uption natification to the City inspector
fox ret�iew prio�t� ta being distributed.
Nn intez-z-upiian of water sezvice can oecur urn.til the flyer has been delivered to
a�l affected residents a�ad businesses,
Electro�ic versions of the sample flyers ean be obtained fi•om the Project
Cans�.�uction Tnspecior.
J. Coardination with �Tnited States Arzny Corps of Engineers {USACE)
I. At locatiazas in the Project •trvhere constructian. activities occur in. areas where
USACE pernuts are :required, meet all rrequi�eznents set forkh in each design.ated
pennit.
K. Caordination wit�ain Railroad Pcrmit Areas
1. At locations in the project whexe eonstivction activities occur in areas whei-e
railroad permits a.re required, meet all requix•ements set forth iw each designated
railroad p�imit. This includes, b�at is not limited to, pzovisions for:
a. Flagrnen
b. Tzispee�ors
c. Safety trai�ing
d. Additional insurance
e. Insurance certificates
£ Other e�ployees required ta protect the right-of-way and propet-ty of the
Railroad Campany from damage axising out of andlar from the eonshuctio� of
�lze project. Proper utility clearance procedures sha1l be used in accordance
with the permit guidelizzes.
2. Ohtain any supplemental information needed to comply witla the raiiroad's
requirements.
3. Railroad Flagm.en
a. Subnait receipts to City for �erification of working days that railroad flag�.�n
were present on Site.
L. Dust Control
1. Use acceptable measures ta cont�rol du�t at the Site.
a. if �vater is used to contiral dust, capture and properly dispose of waste w�ter.
b. If wet saw cutting is perfon�ned, capture and properly dispose of sltrxty.
M. Employee Parizing
1. Provide parking for emplayees at �ocations approved by the Ciry.
CI'lY OP PORT WORT'H
STANDARI7 CONSTRUCTIQN SPECIFICATION DOCiIMENTS
Revised December 20, 20 i2
TRT[dITY BdULEVARD PH 1
GITY P120JECT No. 102101
O1 35 l3 - G
SPECIAL PR07�CT PROC�DURES
Pagc 6 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBNII'I`TALSlINFORMATIONAL SUBM.iTTALS [NOT USED]
3 l.i CLOSEOUT SUBM�TTAL� [NOT USED]
4 L8 MAINTENANC� MATERIAL SiTBMITTALS [NOT USED]
5 1.9 QUALITY ASSUR.ANCE [NOT USED)
6 1.1Q DELTV�RY, ,ST�RAGE, �ND HANllLIN� jNOT iTSED]
7 I.l l. FIELD [SITE] CONDITIONS [NOT USED]
8 1.�2 WARRANTY [NOT USEDj
9 PART 2- YRODUCTS [NOT LISEDj
la PART 3- E�ECIITION [NOT USED]
11
I2
13
END OF SECTION
Rc�ision Log
DATE NAME SUMMARY OF CHANG�
I.4.B — Added reGuirement of compliance with Healtk� and Safety Cade, Titl� 9.
8f31/2012 D. 7almson Safety, Subtitle lt. P�zblic Saf�ty, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contractor respansihiliLy far obf.aining a TCL�Q Air Pe�mit
CTI'Y OF FOi�T WO�tTH `I`RiNITY BOULEVARD PHl
STANp�1EtD COI�STRUCTI03�I SPECI�'ICATION AOCLTMENTS CITY P1t07ECT No. ] 02101
Revised December 2(l, 2012
UI3S13-7
SPECIAL PRO.TECT PFtOCEDCiRE,5
Page 7 of $
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EXH�B�T A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits af Construction:
_ � —, � — - —
'
' '
i� �
� I'
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� �
'iHlS IS i0 INFORIVI Y�IJ iHAT UId�ER A C4NiRAC� VUIYH TH� CITY O� FORi
WO�Tk, OL1R CDMPANY 1aVlLL WORK Ol� U�ILI�'Y �.IN�S OP! OR AROUND YOUR
P�tO�ERTY.
COMSTRUCT'f�N IdiIILL B�G[Rd AP�'ROXIIh�ATELY 5l�VEfV DAYS FROM TbE DAT�
O�' THIS NOT[C�.
IF YOU NAV� QU�STIOAIS ABOUT ACCESS, S�CURITY, SA�E�Y OR ANY OTF;ER
15SU�, PLEASE CAL�:
�II", CCONTRACTOR'S SLJP�RiNTENDEIVT� AT C7ELEPHONE IV�.�
OR
�ij1'. <C17Y INSPEG70R� AY C TELE�HONE NO.>
AF�T�R 4:30 �{U1 OR Oi� W��K�N�S, ���ASE C��.� (81�) 392 �308
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
GTI'Y dF FOiiT WOk2TH
STANI�t1� CONSTAYJCTION SPECIFICATION bOCUMENTS
Revised ]]ecemher 2Q, 2012
TRINITY Ba1U3.EVARD PHl
CIT�' PR07LCT Na. 102Ip3
ai ss as-s
SPECIAL PR07EC"I' PROCEDURES
Page 8 0�8
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EXHIBIT B
�ORT ��RT�
nmg:
Bo� !¢a. ��LX
�re�ject �9a�ne:
�� L ��� �C �������� ����� ������r
i�i���[IP'6I�i�
DY7E TO TJ'TTLTTX 7MPli0'VEIVYENTS IirT YOUR 1�iETGHBORHOOD, 'YdUR
WATER SEIiVICE WIi.i. BE �N'TERRIJ�'TE�I3 ON
BET'WEE1V THE Y�DURS QF' A1VD
TF XOU HAVE QUESTIONS ABOT.J�' THTS SFiUT-OLT'Y', PLEAS� CAI.i.:
M12. AT
(CONTRACTORS SUPET2INTENDEIrIT) (TELEP�TONE NUIVIB�+ R)
DR
NYR.
(CITX INSPECTOR)
t#'I'
['�ELEPHCINE NY71ViBER)
THIS INC�J1�iVE�iIENC�'VVTLT. B� A3 S�IOR'T A.S POSSIBI�E.
TSANK Y�i7,
, 'CONTIiA,CTOR
3
4
C]TY' bF FORT WORTH
STAND�IR1] CONSTRUCTION SPECIFTCATION DOCUIV�ENT5
Revised December 20, 2p l2
TR]NITY BpUL�VAItD PHl
CITY PR07ECT No. I Q210 [
O 1 45 23
TESTING AND �45PiCTIQN SERVIC�S
Page 1 af.2
SECTION 0145 23
TESTING AND INSFECTI�JN SERVICES
PART 1 �- GENERAL
l.1 SUMMARY
A. Secfion Includes:
1. Testing and inspec�on services procedures and caordination
B. De�iations frorr► tlus City af �ort Worth Standaz'd Specification
1.. None.
C. Related 5pecification Sectioz�s include, but are �ot necessarily limited to:
1. Division D— Sidding Requirements, Cantract Foz'tzas and Conditions of the Contract
2. Division 1� General Requirecnents
1,2 PRICE AND PAYNI�NT PROCEDiIRES
A, Measurement and Payment
1. Work associated with this Item is consider�d su�sidiary to the various Items hid.
Na separate payment will be allowed far ihis Item.
a. Conixacfor is responsible for perforzning, coordinating, and payment Qf all
Quality Control testi�t�g.
b. Gity is responsible for performing az�d payment for first seY af Quality
Assurance testsng.
1) If the fzrst Quality Assurance test performed by the Czty fails, the
Contracior is responsible for payment of subsequent Qualiiy Assuraxace
testizlg ur�til a passing test occurs,
a) Final acceptance will not be issued by City unti.l all required payments
for testing by Contractor have been paid in fu�l.
1.3 RERERENCE� [NOT USED]
1.4 ADNIINISTRATIVE REQUII2EMENTS
A. Tesiing
1. Complefie fes�ing in accordance wzth the Contract Dacuments.
2, Coordination
a. When tasting is required tn be performed by the City, notify City, suffczently
in advance, when te.sting is needed,
. b. When testing is required td be ca�nplated by the Contractar, notify City,
sufficzently in advance, that tasting will be performed.
3. Distribution af Testing Reparts
a. Electranic Distribution
1) Confirm d�velopme�.t of Praject dir�ctoxy for electronic subnni.ttals to be
uploaded to the City's docutnent manag�ment system, ar auother external
FTP site approved by the City.
CITY QF FORT WOR'T�I 'FRINITY BbULE'VtyRD PHI CiTY PROJEC'I' NO.
STATIDARD CONSTRUCTION SPECIFICATION TJOCT1lvfENTS I021Q1
Revised March 9, 2Q2U
014523
TESTING ATTD TNSPECTlON SSRVICE5
T'age 2 of2
2) L1pload iest reports to desi�nated project directary and notify appropriate
City r�presentatives via email of submittal posi�ng.
3} Hard Cdpies
a) 1 copy fqr alI sttbmittals submifted to �he Pro1ect Rep:resentaiive
b. Hard Copy Distribufian (if required in tieu of electronic distribution)
1) Tests performed by City
a) Distribuie 1 haxd copy to the Contrantor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Praject Representati�e
4. �'rovide City's Pz'aject Representative with trip tickets for each dali�ered load of
Concrete or Lime material including the fallpwing information:
a. Name of pit
b. Date af delivery
c. Material delzvered
B. Inspectian
1. Inspectioza or lack of inspection does not ralieve the Caniractor from abliga�:on to
perform work in accordance with the Contract Documents.
I.5 SUBMITTALS [NOT USED]
1..6 ACTION SUBMITTALS/INI'ORMATIONAL S�{JBMITTALS [NOT USEDJ
1,7 CLOSEOUT SIIBMITTALS [N�T USED]
1.8 MA1N'l.'ENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT T7��D]
110 DELNERY, STORAGE, AND HANDLING jN�T USED]
1.1I F�LD [�ITE] CONDITrON� [NOT USED]
1.12 WARRANTY [NOT US�D]
PART 2 � PRODUCTS [NOT USED]
PART 3- EXEC�CITXON jN�T USED]
END �F SECTION
['Ti'Y pp FOBT WORT'H TRIlVITY BOULH�ARD PHf CITY PRQIECT NO.
S�C,ANDAItD CONSTRiICTlpN SPECIFICATI4N DCIC[]MENTS 1p2�p1
Revised Nlarch 9, 2q20
O15Dn0-1
TEMP012ARY FACTLiTIES AND CONTRQLS
Page l of 4
1
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SECTI�N 0150 00
TEMPORARY FACZLITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5
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A. Section Includes:
1. P�ovide tempora�ry facilities and cant�ols ne�ded for the Work inc�uding, but not
necessariiy liz�rted to:
a. Tertnporary utilities
h. Sanitary fa�zlities
c. Stoiage Sl�eds andBuildings
d. Du.st control
e. Temporary fencing of the canstruciion site
B. De�viations from thzs City of Fort Wort�i Standard Specificatian
1. None.
15 C. Relatad Specificai�on Sections include, but a�e not necessarily li�x�ited to:
16 1. Division 0— Bidding Requirements, Contract Foi�ns and Conditions of the Contracf
17 2. Division 1— General Requirements
18 1.� PRICE AND PAYMENT PROCEDZJRES
19 A. Measurement and Paym�nt
20 1. Work as�ociated with th.is Item is cansirlered subsidiary to the various Items bid.
21 No separate payraaent will be allawed £or this Item.
22 I.3 REFERENCES jNOT uSEDj
23 1.4 ,ADNIINISTRATIVE REQUIREMENTS
24
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27
28
29
30
31
32
3.3
3�F
35
36
37
38
39
40
A. Terr�paxary Utilities
1. Obtaining Tempnrary Service
a. Ma1ce arrangemenfi� with utility service companies for te�x�porary services.
b. Ahide by rules and xegulations of utility service companies or authorities
baving jurisdiction.
c. Be respnnsible for utility service casts until Work is apprpved for Final
Acceptance.
1) Included are fue1, pawer, light, heat az�d other utility seavices necessazy for
execution, campletzon, testing and iniiiai operation of iNark.
2. Water
a. Contractnr to pravide water required fnr and in connection with Work to be
perfor�ned an� far specified tests of piping, equipment, devices or other use as
required for tbe campletion of the VJork.
b. Provide a�ad maintain adequate supply of patable wate� f�r damestic
cansumption by Contractor personnei and City's Project Represen.tatives.
c. Coordination
1) Cantact City 1 weelt hefore water fai construction is desired
CTTY OF I'ORT WORT�3
STANDARD CO?�STRL1CT10IV SP�CIFICATION D4CiJMENTS
Revised �nly 1�, 20l 1
TIZllV [1'Y BbULEVAR]] PHl
CITY YRO7ECT NO. 1021 Ql
ai so 00 -2
TEMPORARI' EACILITIES ANd CONi'ROI.S
Page 2 of q
I
2
3
4
5
6
7
8
9
10
I�
12
13
14
15
I6
17
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19
2Q
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22
23
24
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3I
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A0
41
3
4.
5
d. Cont�acio�• Paytnent for Cansi�-uction Water
1} Obtain consttuction water zx�eier from City fax payment as biIIed by City's
established rates.
Electricity and Lighting
a. Pravide and pay for electr-ic powez•ed service as required for Work, �ncluding
testing o�Wark.
1} �rovide power for 7ighting, operation af equipm�nt, or othex use.
b. Elect�ic power service includes tempot•az-y povver seivice ar generator to
maintain operati:ons during scheduled shutdown.
Telepk�ane
a. Provide emergency telephone service at Site f�r use by Contractar pe�-sanrzel
and others per£ox-aning warlc ar fiu•�r�ishing services at Site.
Temporary Heat and Venl�lation
a. provide te�aporary heat as r�ecessasy for pratection or completion of Worlc.
b. Pro�vida temporary heat a.nd ventilaYaon to assure safe nvat-king conditions.
B. Sanitary Facilities
1. Provide and xnaintain sanztary facilities for pet•sons on Site.
a. Comply with regulations of State and local depa��rnents of health.
2. En£orce use o�'sanita.ry faci.lities by consttuct�on persanneI at job site.
a. Enclose a�.d anchor sanitary facilities.
b. No dischaa-ge will be allowed from these facilities.
c. Cflllect aud store se�wage azad waste so as not to cause nuisance ar health
prnblem.
d. Haul sevvage and waste off site at no less tihan weekly uatetvals and prope�•ly
dispose in accordance with applicable reguiation,
3. Locat� facilities near Worls Site and I�eep clean and maintained throughout Project.
4. R�move facili.ties at completi�n of Project
C. Stoxage Sheds and Buildings
1. Pravide adequately ven�ilaied, wat:ertight, weathezpronf storage faciIities with floor
abave grouad Ievel for materials and ec�uipxnent susceptible to �veather damage.
2. Stnrage of rnaterials not susceptible to weatLher datnage may be c�n blocl�s off
ground.
�. Store materials in a neat and orderly manne�•.
a. Place materials and equipment to permit easy access for identification,
inspect�on and inv�ntory.
4. Equip building with lockable doors and lighiing, �d provide electricaI service for
equipment space heaters and heating or ventiIation as necessary to pravide storage
environnzents acceptable to specified maaau�acttu-ers.
5. �ill and gxade site for temparary struct�ures to pz�ovide drainage away from
temparary and existing buildings.
6. Remove building from site prior to Final Acceptance.
42 D. Terriporary Fencing
43 1. Provide and rnaintai:n for the duration ar construciion vvhen required zn contract
� documents
4S E. Dust Cantrol
CITY OF FORT `NORTfI TRINTTX BQUI,EVARD PHl
STANDARD CON3TRUCTION SPECIFICATIQN DOCUMfiNTS CITY PRQIECT N0, ] 02101
Itevised July 1, 201 I
1
2
3
�F
5
6
7
S
9
10
II
12
13
14
15
Ol 50 00 - 3
TEMPQRAR'Y FACILITFES Ai*I� CONTRQLS
Page 3 af 4
1. Cantractaz is responsible for maintaining dust con�inl thzough tiie duzaiian of fihe
proj ect.
a. Contractor remains on-call at alI times
h. Must res�ond rri a timely manner
F, Temporary Protection of Canstr�uction
1. Contractor or subcontractors are responsible for �rotecting Work �irom damage due
to weather.
LS SUBM�TTALS [NO�' USED]
].G ACTI�N SUSIWIITTALSIINFQRMAT�UNAL S[1BMZTTALS [NOT USED]
1.7 CLOSEOUT SUB1VLiTTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUENIITTALS [NOT USED]
1.9 QUALITY ASSUR.ANCE [NOT USED]
1.10 DELNERY, STORAGE, AND HA.NDLING [NQT USED7
111 FIELD [SITE] CONDITI�NS [NOT ZTSED]
1.1� W�i.l2]3ANTY [NOT USED]
16 PART 2 � PR�DUCTS [NOT IISED]
17 PART 3- EXECUTiON �NOT U�k:II]
I8 3.1 rIVSTALLERS [NOT USED]
19 3.2 EXANIINATI�N [NOT USED]
20 3.3 PREPARATION �NOT USED]
21 3.4 IN�TALLATION
22 A. Tempor�y �acilities
23 1. Maintain all tempoxary facilities for duration of construction activities as �eeded.
24 3.5 [REPAYR] 1 [RESTORATIDN]
25 3.6 RE-INSTALLATION
26 3.'� �'IE�.D [aR] STTE QUALITY CONTROL [NOT USED]
2'] 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJiJST�NG [NOT USEDj
29 3.10 CLEA1vING [NOT USED]
30 3.11 CLOSEOUT ACTIVTTIES
3l A. Temporary Facilities
GITY OF FORT WQRTIT
STANDARII CONS7'RUCTION SPEC1FiCATI03V IJOL`i.]NiBNTS
Revised .fuly 1, 2011
TRINITY BOLTLEVARD P�II
CITY PRO.TECT N�. l Q2101
a� sa oo -a
TEMPORARY FACILITIES AND COIVT'ROLS
Page 4 of 4
1 l. Remove all teza�.porary facilities and restore area after complet�on of the Woilc, to a
2 condition equal to or better than priar to stai�t of Worlt.
3 3.�2 PROT�CTIQN [NOT IISED]
� 3.13 MAINT�NANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
� END ��' SECTION
CI"I`Y OF PORT WORTH TRINITY BOLILP,VARD pHl
STANDAItD CONSTR[TCTi4N SPECIFICATION DOCUMENTS CITY PRO.T�CT N0. ] 0210]
Revised 7uly l, 201 ]
01 55 2G - l
STI2EET iTSE PHRMTI' ?.ND MODIFICATIONS TO TRAFFIC CONTRpL
Page 1 of 3
1
2
SE�T�ON 0� 55 26
STREET USE PF.RIVIIT AND MODIFICATIONS TO TRAFFIC C4NTROL
3 PART 1 - GENIItA1.
4 11 SUMMARY
S A, Section In.cludes:
6 l. Administrative procedures �or:
7 a. Street Use Permii
8 b. Madification of approved�i-affic conf�ol
9 c. Removal oi' Street Signs
IO B. De�iations fraxn this Ciky of Fart Worf.h Standard Specification
X I 1, None.
12 C. Related Specificatiota Sections include, but are not necessarily Iimited to:
13 1. Division 0— Bidding Requu ements, Contract Forms and Conditions of the Contz•act
14 2. Division 1— General Requvrements
15 3. Sectian 34 71 13 — Traffic Control
16 1.2 PRXCE A1�ID PAYNN�NN'I' PROCEDLIRF.S
17 .A. Measurement az�d Payment
18 J. Worlc associated with this Item is considered subsidiary to the various Items bi�i.
19 No separate payment will be ailoaved for this Item.
20 1..3 RII�Ert�ICFS
2i A. Reference Standards
22 l.. Reference staudards ciied in this specif'ication refer io the currentreference standatd
23 published ai t�ae time of the latest revision date logged at the end of this
24 specrfzcation, unless adateis specif'ically cited.
25 2, Texas Manual on Uz�iform Traf'£ie ContioI Deviees (TMi_]'I'CD).
26 1.4 ADNIIIVISTRAT�[�E REQLTIRL'l1�IINTS
27
28
29
30
31
32
33
34
35
36
.A. Traffic Cont� 01
1. General
a. Contractor shal� minim�ze Iane elasures and u�apact to �ehicular/pedestrian
traffzc.
b. When taaf�c contralplans are included zn the Drawirigs, provide Traffic
Control ir� accaxdance with Drawitzgs and Section 34 71 13.
c, When tra.f�c control plans a�re not included in the Drawings, prepare traffic
controlplans in accordance wiih Section 34 71 13 and submit ta City far
review.
].) Allow minimum IO workulg days £or review of proposed Traf$c Control.
�ITY OF FORT WQRTH
STAN]]ARD CONSTRUCI'ION SPECIFICATIpIV DOCU11hEI�TS
Revised Niarcli 22, 2021
TRINITY aQUI.EVARD PH1 CITY
PR07ECT 1�T0. 102101
O1 552G-2
STREET US.EP�RIufIT AIYll MODIFICATIDNS TO TRAFPIC CDNTROL
Page 2 oi 3
� 2) A traffic contral "Typical" published by City of Fart Worth, the Texas
2 Mannal Unified Traffie Control Devices (TM[]T'CD) or Texas Department
3 pf Transportation (TxDOT� car�be used as an alternativ� to preparing
4 project/site �peeific traffic coni�oI plan if the typica� is appl�cable to the
� specit"fc project/site.
6 B. Street Use Pernnit
7 1. Prior to instaI�ation of Traf�c Control, a City St�•eet i7s� Permit is requiree[.
8 a. To obtain Street Use Permit, su�mit Traffic Cont�ol Plans to City
9 Transportatian at�d PuUlic Works Department.
1� 1} Allow a ininimunn of 5 worl�ing days for p�rmit review.
11 2) It is the Contractor's responstbility to coo�dinate review of Traffic Control
12 plans for S�teei Use Pez•mii, sueh that con�ttuction is not delayed.
13
14
IS
16
17
18
19
20
21
C. Modrficatinn to Appz•oved Traffic Cont�ol
1. Prior tn mstallatian tra�fic controL•
a. Su6.rnii revi�ed traffic cant��ol plans to City Department Transportai:ion and
Public Warlcs Departnaent.
1) Revise Traffic Contralplans in ac�ordance with Section 34 71 I.3.
2) AI1ow minimum 5 worl�iz�g days for r-��iew of revised Traffic Ca�tz�ol.
3) It is the Cantz�actor's respansibi�ity io coordinate review of Traffzc Cantrol
plans for Street Use Perrnit, such tlaat constiuction is not delayed.
D. RemovaI af �t� �et Sign
22 1. rf it is determined that a street sign must be renaoved for constr•uction, then contact
23 City Trabspaxtation and Public Wo�lcs Department, Signs and Ivlarl�ings Division to
24 rez�ove the s ign.
2S E. Temporary 5ignage
26 I. In the case of reg�latory sig:n�,. replace permanent sign with tempoz-ary sign rneeting
27 requirements af the Iatest edztioxa of the Texas Mat�ual an Uniform Traffic Control
28 Devices (MLTI'CD).
29
3p
31
3�
33
34
2. Install te�npozaa•y sign befare the zemaval of permanent sig�.
When construction is complete, to the extent that the permanent sign can be
reinstallec�, cantact the City Trar�sportation and Public WQrks Department, Signs
az�.d Marlcings DivisiQn, to reinsta�l the permanent sign.
F, Traf�c Ca��t•ol Standards
1. Traffic Contral Standax�Is can be found on the City's website.
35 1.� SUBMITTALS [NOTLTSED]
36 A. Submi� all requited documentat�on to City's Projeet Representative.
CITY O�' FQRT W ORTH TRINITY HOUL�V:4RD PHl CITY
STANDARJJ CONSTRCTCI'ION SPECICICATIOII bOCi_]ME,NTS PROiEGT N0. 1�21U1
Revised IVFuroI� 22, 2021
01 5S 2G -3
STREET U3� PEAMIT A�ID MOk7IFICATIaT]S T O TRAFFIC CONTROL
Page 3 of 3
1
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3
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L6 ACTION SUBNIITT.ALS/INFO1tMATI�NAL SUBNIITTALS [NOT USID�
1.7 CLDSEOUI' SCTBNIITTALS [NOT iTSID]
�.8 MAINTINANCE MAT�RiAL SUBNIITTALS [NOT i7SID]
1.9 QUALITY ASSURANCE [NOT U�ID]
L1(1 DEIliVERY, STORAGE, AND �iANDLYNG [NO'1' U�ID]
Lll FI�LD [SITE] CONDITiONS [N�T USID]
1.12 WARRANTY �NOT U�ID]
�'ART 2 - PRODUCTS [NOT USID]
9 PA.R.T 3- EXECUTi�N [NOT USID]
10
1]
END OF SEC'ITON
Revision I..og
DATE NAME SUIVIMARYO� C:HANGE
!.4 A. Added ianguage to emphasize minimizing of lane closures and impact to
traffic.
3/22/2U21 M pv,,en �•4 A. 1. c. Added language t.o �llow for use oFpublisiied traffi� control "Typicals" i
app6caUle tq speeific project/site.
1_4 P. 1) Removed ��eferenoe to Buzzsaw
1.5 Added language re: snUmitCal of permit
12
CiTY O�' FORT WORTH TRINi"I'I' BOCTLEVARD PH1 CTTY PRQJL�CT
5TANDftRD CONSTRUGTION SPECIFICATION DQCl3MENTS NO. 102101
Revised Mazr1i 22, 2021
aG s� �3 - i
S'CORM WA'l'�R PQLLUTION PREVEN'PJp3�I
Page 1 of3
1
2
SECTION Ol 5713
STORM WATER POLLUTION PREVENTION
3 PART 1- GENERAL_,
4 1.1 SiTMMARY
5
6
7
8
9
ia
11
�z
13
A. Section In�Iudes;
1. Procedures for Storm Water Pallution Prevention Plans
B. Deviatians from this City of Fort Wo.� Standard 5peci�cation
I. None.
C. Related Sp�ci�'icatian Secfioz�s include, but are not necessarily lin.�zted to:
1. Division 0— Bidding Requiz•ements, Con�ract Forms and Conditions of the
Coniract
2. Division 1— General Requu-ements
3. Sectiora 31 25 00 — Erosion and Sediment Ca�teol
14 1.� PRICE AND PAYMENT PROCEDiIRES
15
16
17
18
19
20
A. Measurcznent and Payment
1. Constc�ction Activi�ies t•esulting iaa Iess than 1 acre of disturbance
a. Work associated wifJs this Item is considered subsidiaiy to tJ�e various Items
bid. Na separate payrnent will be allowed far �his Item.
2. Cons�-uction Activities resul�ing in greater than I acre of dzstu�'bance
a. Measurement and Payzn.ex�t sha11 be in accordance with Section 31 25 00.
21 X.3 REFERENCES
22 A. AbUreviations amd Acronyms
23 1. Notice af Intent: NOT
24 2, Notice of Termination: NOT
25 3. Startn Water Poll�tion Preven�ion Plan: SWPPP
26 4. Texas Cozx�ission on EnvirQnnae�tal Quality: TCEQ
27 5. Notice of C�ange: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Speci�cation refer to the cLu•rent r�ference
30 standard published at the time a.f the latest revision date Iogged at the end of this
31 Speci�cation, unless a date is speci�cally cited.
32 2. Integrated Storm Managexx�ent (iSWM} Teeh�ical Manual for Cons�ction
33 Controls
34 1.4 AI}MIlVI,STRATIVE REQi7IREMENTS
3 S A. Gen�ral
36 �. Contxactor is respansible for resolution and payment of any fines issued associated
37 with compliance to Stormwater PoIlution Prevention Plan.
CITY OF FbRT WaRTH TRINTTY BOULEVARD PH1
STANBARD CONSTRUCTION SPECIFICATION DOCUMEIVTS CITY PRO.TE.CT Np, ] 02101
Revised 7uly 1, 201 [
O1 57 13 -2
STQRIvf Yti�ATER POLLUTTON PREVENTIDN
Page 2 af 3
1 B. Const�uction Activiti�s resulting in:
2 1. Less than 1 acre of disturbance
3 a. �'ro�vi.de erasion and sedi�nent contral in accordance with Section 31 25 00 and
4 D�awings.
9
10
11
12
13
14
15
16
17
18
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21
22
23
24
25
26
27
28
29
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31
32
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34
35
36
37
38
39
2, 1 to less than 5 acres. of disturbance
a. Te�as Pollutant Discharg� E1i�ninarion System {TPDES) General Constrruction
Perr�it zs requued
h. Co�nplete SWPPP in accordanee with TCEQ requirements
1) TCEQ Small Consiruc�ion Site Notice Required under gen�ral pez7x�it
TXR150000
a} Sign and past at1ob site
b) Prior to Preconst�uction Meeting, send 1 copy ta City Department of
Transportation and Puhlic 'VVorlcs, En�irornnental Division, (817) 392-
6088.
2} Provide erosion and sediment contiol in aceoxdance with:
a) Secfion 31 25 00
b) The Drawings
c) TXR15fl000 General Permit
d) sw�P�e
e} TCEQ requirements
3. 5 acres or naore of Disturbance
a. Texas Pollutant Discharge Elimina.tion System {TPDE�) Gener�al Construction
Permit is required
b. Cozxaplete SWPPP in accox•dance with TCEQ requirerxients
1) Pi-�par� a TCEQ NOI form and submit to TCEQ along with required fee
a} Sigzx and post at jab site
b} Send copy to City Department af Transportatia$ and Publie Worl�s,
Environmental Divisian, (817} 392-6088.
2) TCEQ Notice of Change xequired if maki�g changes or updates to NOI
3) Provide erosian� and sediment cnnirol in accordance vvith:
a) Secixon 31 25 00
b) The Drawings
c) TXR15�000 General Permii
�) swpPP
e) TC�Q requirenn e�nts
�) Once the p:roject has been campJ.etad and all the closeout requirements of
TCEQ have been met a�'CEQ Notice of Tez�aainatian can be submitted.
a} Se�d copy fo City Depa�trnent of Tz•ansportation and Public Works,
Enviranmental Division, {817} 392-6088.
4a i.� SUBNIITTALS
41 A. SWPPP
42 1. Submit in accordance with Sectinn O1 �3 00, exce�t as stated herein.
43 a. Pzior to t�ie Preconstruction Meeting, submit a draft copy of SWPPP ta the City
44 as follows:
45 1) 1 copy to the Ciry Projeci Manager
�46 a) City Froject Manager vv�ll forward to the City Depax�tnaent of
47 Transpoi�tation and Puhlic Warlcs, Environrn.ental Division for raview
CITY flF FORT WORTE� TRiN1TY SaULEVARD PHl
STANDARD CONSTItUCTIOI� SFECIFTCATION DOCiIMENTS CITY PRO.TECT NO. 14210.1
RevisedJu[y l, 2D11
OL5713-3
S'1'ORM WATEit POI�LUTION PRLVENTtOAI
Page 3 af 3
1 B. Modified SWPPP
2 1. I�tI1e SWPPP is revised dtzring cons�niction, resubmit modified SWPPP to the City.
3 in accordance with Section Q I 33 00.
4 1.6 ACTION SUBMITTALSIINFORMATIUNAL SUBMITTALS [NOT US�D]
5 1.7 CLOSEOUT SUBMrTTALS [N�T USED]
6 I.8 MAINTENANCE MATERIAI, SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
S 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SI�E] CONDITIONS [NOT YT�ED]
1a 1.12 WARRANTY [NOT USED]
ll PART � - PRODUCTS [NOT USED]
12 PART 3 � EXECUTI�N [NOT USED�
13
14
END OF SECTION
Revision Log
DATE NAIVIF SUMMA1tY OF CHANGI,
1S
CITY OF FdRT WORTH TRII�ITTY BQUL�VARD PHl
STANI]ARD CONSTRUCTION SFECIFICATTON DOCUMENTS CITY PROIECT Nq. ] 02101
Revised July 1, 201 I
Q15813-1
TEMPOAARY PROILCT SIGNAG�
Page 1 of 3
1
2
3 PART 1- GENE1tAL
4 l.l. SUMMARY
�ECTION Ol 58 13
TEMPORARY PR07ECT SIGNAGE
5 A. Section Includes:
6 I. Temporary Pro3ect Signage Requirezzients
7 B. Deviations f�ozn this City of Fo1�t Woi�th. Standard Specification
8 1. None.
9 C. Relatad Specifieation Sections incIude, but are noi neces5azily limited to:
l0 1. Divzsian 0. — Bidding Requixez�aents, Contract Forrns and Conditions of the Cantract
11 2. Division 1— General Requirements
12 1.� PRICE AND PA�MENT PROCEDiTRES
13 A. Measurement and Payment
I4 1. Work associated witla tk�zs Ttem is considered subsidiary to the various Items hid.
15 No separate payment s,vili be allawed far khis Itein.
1 b 1.3 REFERENCES [NOT USEDJ
17 1.4 ADNnNISTRATNE REQiTIR�MENTS �NOT USED]
1 S 1.5 SUBNIITTALS [NOT �CTSED]
19 1.6 ACTION SUBNIITTALSIINFORMATIONAL SUBMITT.ALS [NOT USED]
20 l.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAiNTENANCE MATERiAL SUSMITT.ALS [NOT USED]
22 1.9 QUALITY ASSUItANCE [NOT USED]
23 1.1� DELIVERY, STORAGE, AlVD �-IANDLING [NOT USED]
z4 1.11 FIELD [SITE] CONDIT�ONS [NOT IISED]
25 � 12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 �.1 OWNER-FUi2NISHED [�R] OWNER-SUPPLIEDPRODUCTS LNaT USED]
28 �.� EQUIPMENT, PR�DUCT TYPES, AND MATERIALS
29 A. Desig;n Criteria
30 1. Frovide free stanciing Project Designation �ign in accordax�ce with City's �tandard
31 Details for project signs.
CITY OF I'OiiT WOR'i'H TRIN[TY BqULEVARD PHl
STAiVDARIl COI�}STRLICTFON SP�C�ICATFpN 170CtiMENTS CITY YRddECT NO. 142101
Revised d�ly l, 20ll
41 S8 l3 - 2
T'EMP4RARY PR07ECT SIGNAGE
Page 2 of 3
1 B. Matez•ials
2 1. Sign
3 a. Constr-ucted of 314-inch �ir plywaod, g,rade A-C {exteriar) ar better
4 2.3 AGCESSORTE� [NOT USED]
5 2.4 SOURCE QUALITY CQNTROL [NOT i7SED]
6 PART 3 - EXECUTION
7 3.1 .iNSTALLERS [NOT USED�
8 3.2 EXAMINATION [NOT USED�
9 3.3 PREPARATION [NOT USED]
l0 3.4 INSTALLATION
11 A. General
12 1. Yrovide vez�tical installation at extents ofpzoject.
13 2, Relocat� sign as needed, upon request of the City.
14 B. Mountin.g options
IS a. S�sids
16 b. I'osts
17 c. Barri.cade
1 S 3.5 REPAIR / REST�R.ATTON [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [o�z] SITE QUALYTI' CONTROL [NOT USED]
2,1 3.8 SYSTEM STARTUP [NOT IISED]
22 3.9 ADdi1STJNG [NOT US�D]
23 310 CLEANING [NOT C7SED]
24 3.11 CLOSEOiTT AC'IiVITIES [NOT USED]
�5 3.12 PROTECTION [NOT USED]
2b 3.13 MA�IVTENANCE
2'1 A. General
28 1. Maintena�ce will include painting and repairs as needad or directed by the City.
29 3.14 ATTACHMENTS [NOT U�ED]
30
31
END OF SECTION
CTTY OF F012T 1n7dRTH TRIhiTTY BO[ILEVr1RD PHl
STAI�TDARI] CONSTRiTCTTON SPECIk'ICATIQN DOCUNI�N'I'S CITY PR07ECT NO. 10210 [
Revised duly l, 2011
015813-3
TE3UfFDR�1RY PROJL�CT SjGIVAGE
nage 3 of 3
CITY O�' PQRT W�RTH "1�i1NITY BOifL,EVAZtD PHl
STAi�1DARD COIVSTitiICT10N SPEC�'ICATIElN T]OCLiML'NTS CITY PRO.TECT 1V�0. 102101
Revised luly l, 2011
Q 1 �0 00 - 1
PRODi7CT REQi7T12EMENTS
Page 1 of 2
�
2
3 PARTI- GENERAL
4 11 SUMIVIARY
5
b
7
8
9
10
11
i2 1,2
SECTION O1 60 0�
PRODUCT REQUIR�MENTS
A. Sec#ion Includes:
1. References fox• Product Requireinents and City Standard Prt�ducts List
B, D�viations from this City of Fort j]Vortla Standard Specification
1. Nane.
C. Related Speciiic�tion Sections include, but are not necessarily Iimited to:
1. Divisio� 0— Bidding Requirezn�nts, Contract Fortns and Conditions of the Con#ract
2. Division 1 Gen�ral Requirements
PRZCE AND PAYMENT PROCEDURES [NOT CTSED]
I3 i.3 R.EFERENCES [N�JT USED]
14 1.4 ADMIN�STRATNE REQUIREMENTS
15 A. A list of City approvad products for use is available thraugh the City's website ak:
16 h s•/la s.fortworthtexas. ovl�'ro'ecCResources/ and following the dix•ectory path:
17 1, 02�Con.struction Dacu�nentslStandazd Products List
I8 B. Only products specifica�ly included on City's Star�dard Product List in the.se C�ntract
14 Doc�m�nts shall be allowed far use on the Project.
2a 1. Any subsequently appro�ed products will only be allawed �or use upon speciitc
21 appraval by the �it�.
22 C. Any specific praduct t-equirements in the Contract Docutnents supersede simiIaf•
23 products inchided on the City's Standard Product Lzst.
24 1. The C.ity rese�v�s the right to no.t allow products to be used for certain projects ev�n
25 thoi�gh tlze product is listed on the City's Stanclaxd Prflduct List.
26 D, AItl�ough a specific prod�ct is included on City's Standard Product List, not aIl
27 products froin t�ai manufacturer are approved for use, ineluding but not 7irnited to, that
28 manLr�'acturer's standarti product.
29 E. See Section O1 33 00 for submittal requirements of Yroduct Data included on City's
3q Standard Product List.
31 1.5 SYISMI'i TALS [NOT USED]
32 I.6 ACTI�N SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED]
33 1..7 CLOSEQUT SUBM�TTALS [NOT [JSED�
34 1.8 MAINTENANCE MATERIAL SUBMITTAL� jNOT USED]
35 1.9 QiTALITY ASSURANCE [N�T USED]
CiT'Y O�' FORT WQitTH TRIAITTY BpULEVARD PH[ CI"f'Y' PR07ECT Np.
STANDARD CONSTRUCTIOTI SPECIFICATTOI�f DOGUM�NTS 102101
R�vised March 9, 202Q
O1GOQ0-2
PR�I7UC7' REQUIREMENTS
Page 2 af Z
1 Ll� DELYVERY, STORAGE, AND HANDLING CNOT LTSED]
2 1.11 FIELD [SITEj CONDITIONS [NOT USED]
3 1.1.2 WARRANTY [N�T USED]
4 PART 2- PRODUCTS [N�T USED]
PART 3 - EXECUTION [NOT USED]
END (]N' �ECTION
Revision Log
DA"I'E NAME Si_TMMARY OF CHANGE
1 Qf 12112 D, dohnson Modified Loeation af City's Standard Product List
3/9/2020 D.V. Magana ��moved ceference to Buzzsaw and noted illat tlie City approved prpducts list is
accessible thraugh the CiYy vvebsite.
C1T'Y OF FpRT WORTII TRINITY BOULEVARD PHl CIT'Y PRO.TECT NO.
STANI7ARD C�IVSTFtUCTION SPECIFICATION DbCCTMENTS ] 02101
Revised Maeck 9, 202U
016G00-1
PRODUC'I' STORACrE A�Tb �-IAN➢LING REQUIItEMENTS
Page 1 nf4
1
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sECTroN ox 6� oa
PRODUCT STORAGE AND H�NDLING REQLJIREMENTS
3 PART 1 - GENERAI ,
4 1.1 �UMMARY
S
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1 b 1.2
1�. Section Includes:
1. Scheduling of product deLivery
2. Packagin� of products for delivety
3. Protect�on of products against damage fi�om:
a. Handling
b. Exposuze to elernents ar harsh envirQnn�ents
B. Deviations feom this City of Fort Worth Sfandard Specification
1. None.
C. R�Iated 5pecification 5ections include, but are not �ecessarily limited to:
1, Division 0--Bidding Requiz�ements, Contract Fot•ms and Conditions of the Cani�act
2. Division I— General Requirements
PRTCE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 J.. Wor1� associated with this Item is considered subsidiary to the variaus Items bid.
19 No separate payment will be allovved far this Item.
20 1.3 REFERENCES [NOT U�ED]
21 1.4 ADNIINISTRATIVE REQiJTR�MENT� [NOT LTSEDI
22 1.� SUBNIITTALS [NOT USED]
23 1.6 ACTION SUBMYTTALS/INFQRMATIONAL SIIBMITTAL,S [NOT USED]
�4 1.'� CLOSEOUT SUBNIITTALS [NOT USED]
25 1.8 MAINTENAN�E MATERIAi. SUSMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELZVERY AND I�A.NDLING
28
29
30
31
32
33
A. Delivez-y Requii•ements
1, Schedule deli�ery of products ar equipment as required to allow tiinely installation
and to avoid prolonged starage.
2. Provide appropriate persontael and equipment to recei�e deliveries.
3. Delzvexy tn�eks wi11 not be perzn.itted to wait extended pez•iods of time an the Site
for persannel or equzpment tn receive the deliv�ry.
CTTY OF FpRT WORTH TR[AfITY SOULEVEIRD PH1
STANDAT2l7 CONSTRUCTION SPECIFICATION DQGLJMENTS CTTY PRp7ECT NO. 1021 U1
Revised Tuly I, 2D l 1
O1G600-2
PItODUCT STORAGE AND I-IANDL.TNG REQUTAEMENTS
Page 2 of 4
1
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�. Deliver p�•oducts or equipment in manufactluer's original unbroken cartor�s or other
containers designed arrid constxucted to protect the contents from physical or
environmental damage.
5. Clearly and fu1ly inark and iden.tify as to manufacturer, item and installation
location.
6. Provide manuiactiu•e��'s inst�vctions for starage and handling.
7 B, Ha.ndling Requiremants
8 1. Handle products ar eguiprnent in accardance wiY1i these Cant� act Docum:ents and
g manufaetZuer's recarnmendations and insi�7uetions.
16
II
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14
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i8 3.
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20
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23
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25
26
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29
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31
32
33
34
35
36
37
38
C. Siorage Requarements
1. Store materials in accardance wiih manu�acturer's recommendatians and
requirements of these Specificatians.
2. Make necessary provisions far safe storage af materials and equipment,
a. Place loase soil materials and materials to be incoiporated into Wark to prevent
damage to any part af Work nr existing facilities and ta maintain free access at
all times to all parts of Work and to utility service company installations in
vicznity af Work.
Keep materials and eqiupment neatly and compact�y stored in locations that wiLI
cause minimum inconvenience to oiher cont�-actors, public travel, adjo�ning awners,
tenant� azzd occupants.
a. Arrange storage to ��rovide easy access for inspectic�n.
Restrict storage to areas available o� canstruction site for storage of material and
equipment as shawn on Drawit�gs, or approved by City's Proj eci Repi�asentative.
Provide off-site storage an.d pratection when or�-site storage is not adequate.
a. Provide addresses of and access to a�'f-site storage Iocat�ons for inspeetion by
City's Project Representa�ive,
5.
6. Do not use lawns, grass plots ar ather private pz•operty for storage purposes wiihout
written perrnission af owz�er ar other person in p.ossession ar c�ntral of premises.
7. Siare in manu�'actzu�ers' unopened containers.
S. Neatly, safely and compactly stae� materials delivered and stored alnz�g line of
Work to avoid inconvenienee and damage io property owners and general �ublic
and znaintain ai least 3 feet from fue hydrant.
9. Keep public and private driveways axzd st�eet crossings open.
10. Repair c�r replace damaged lawns, sidewalics, streets or otl7er improveme�ats to
satisfactian of City's Project Representative.
a. Tota1 length vvhich materials may be distributed alang route of canstruction at
one time is 1,a001inear feet, unless other�rise appraved in writic�g by City's
Project Representative.
CXT'Y OF FORT WORTH
STAI�[DARA GOI+fSTR�ICTION SPECTFICATIOlV DOCUMENTS
Revised 3uly 1, 2611
Tx�rt�r� �au�.Ev,aRn rxi
CTTY PR07ECT NO. L021tl1
O1GG0�-3
PitObUCT 5TpILqG� ANI] T-IANDLTrlG RCQUIItEM�NT5
Page 3 oF4
1 I.11 FI�LD [SITE] CONDITIONS [N�T USED�
2 l.l � WARR�NT� [NOT USED]
3 PART � - PRODUCT� [NO'I` USED]
4 PART 3 - EXECUTION
5
6
7
S
9
ia
1]
12
13
I4
15
16
17
IS
].9
20
21
22
23
24
25
26
27
28
29
3D
3.I INSTALLERS [NOT USEDj
3.2 E�n�rlvATzoN nvoT us�nl
3.3 PREP�IRATION [NaT USED]
3.4 ERECTION [NOT IISED]
3.5 REPA�R / RESTQRATIQN [NOT USED]
3.6 RE-INSTALLATION [NOT US�D]
3.i FIELD [ox] SITE QUAL�TY CONTROL
�. 'Z'ests and Ynspectians
I. Inspect all products or ec�uipment delivered to the site prioz to unloadin�.
B. Nan-Cpz�forming Work
1. Reject all products or equipme�.t that at-e da.maged, us�d or in any otlaer way
urisatisiactary for use an th� project,
3.8 SYSTEM �T'ARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.�o cLE,�N� rNOT usEn�
3.1I CLOSEOUT ACTIVIT�ES [NOT USED]
3.�2 PROTECTTON
A. Protect all products ar equipment in accardance with manufachuer's t�ritten directians.
B. Staxe pr�ducts ar equzpzxient in Iocation to ava�id physical damage to items while in
storage.
C. Protect equipn�enti from exposure to elements and keep thoroughly dry if required by
the znanuiacturer.
3.I3 MAIlYTENANCE �NOT USED]
3.14 ATTACHMENT� [NQT USED]
END OF SECTION
C1T'Y QF FORT WORTI-T TRINITY BOUT.EVARD PH1
STAIVDARb CONSTRUCTION SPBCIFICATI4N DOCUMENTS CITY PR07ECT NO. 1 D2101
Revised 7uly 1, 2Di 1
pl GG OQ -4
PRODIICT STORA.GE A3VD HANDLING REQUTR�MENTS
Page 4 of 4
CTTY OF FORT WOATH TAI3�IITY BOULEV,ARD PHl
STANI�ARD CONSTRUCTIOiJ SPEGIFICATION DOCIIMENTS CITY PROJ�CT NO. 102141
Revised 7uly 1, 2U11
Q170D0-1
MOBILIZATIQN AND REMOBILIZATTON
Page ] af q
I
2
3 PART1- GENERAL
SECTYON OI 70 00
MOBILIZATION .�.ND REMOBILIZt�TIQN
4 LI SUMMARY
5 A. Sectian Inci�des:
6
7
8
9
1.0
11
12
13
1�
15
16
17
18
19
20
21
22
23
24
25
26
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30
31
32
33
34
35
36
37
38
39
40
41
42
�33
44
4S
L Mobilization and Dezxaobilization
a. Mobilization
1) Transportatian of Cant�•actox•'s personnel, equzpznent, and operating supplies
to the Site
2) Establishment of necessa�y general facilities for the Contractor's opei�ation
at the Site
3) Premiu�ns paid for pe�•fo:r�nanee and payment b.onds
4) Transportation of Co�t�•actar's persnnn�I, equipme�.t, and flperating supplies
to anather location �crithin the designated Site
5} Relocatiota of aecessary genex'al faciliti�s for tl�e Contractor's apezatian
fram 1 location to another looation on tha Site.
b. Demabilizafinn
1) Transportation of Contractor's pe�sonnel, equipment, and operating suppIies
away ftom thc Site including clisassembly
2) Site Clean�up
3} Reznoval of aIl buildings anrl/or othe�• faciliiies assembled at fhe Site for ihis
Contract
c. Mobilization and Demob.ilization do not include activities fox sp.eci�'ic items of
worlc that a.re fox whieh paymexat is pravided elsewl�ez•e in the contract.
2. Remabilizaiion
a. Remobilzzation for Suspenszon nf Worl� specifically required in xhe Cantract
Dncuments or as �•equir�d by City includes:
1) Demobilization
a) Transpoz�ation of Contractor's personnel, equipment, aud operating
supplies from the Site including disassem�ly or temporarily securing
ec�uipmen.t, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Wor1c.
�) Site Clean-up as desigtaated in the Conh•act Documents
2) Remobilization
a) Transportation of Contraetor's personnel, equipment, a�ad nperating
supplies to the Site necessary to resume the Worlc.
b) �stabIishsnent of necessary general faciIities for the Contractor's
operaiian at the Site necessaiy to resume the Warlc.
3) No Pay�nents will be naade for:
a) Mobilizatinn and Demabi�ization from one loca�ion to anather on the
Site iii �e nozxaaal progress ofpe�'arming the WorZc.
b) ,Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobiliza�ion for Miscellaneous Projects
a. Mobilizatian and Demobilization
CTTY 4F POR7' WbRTH TRTNTTI' BOUI.EYARD PHJ
S"C'ANDARI) CONSTRUCTION SP�CI!'ICATION bOCLT(vIENTS CITY PR07ECT Na. T02101
Revised Novemher 22, 2Q 1 G
oi�flao-2
MOBTL.IZATI�A] AND 12�MOHILIZATION
Page 2 of 4
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1) Mobilization shall consist ofr the activities an.d cost on a Work Order basis
necessary for:
a} Transportaiian of CnnYractor's personnel, equipmeni, and operating
supplies to the Site for the issued Work �rder.
U} Estabiishment af necessary gezaeral facilities for tb.e Contractor's
operation at the �ite for the issued �Vork Order
2) Demobilization shall conszst of the activities and cost necessasy for:
a} Trans�orta�ion of Contracto�'s personnel, equipzneni, and operating
supplies from the Site zncluding disasserz�bly for each issued Worlc
Order
b) �ite Clean-up for each issued Work Order
c} Rezx�oval of all buildizags or ather faeilities assembled at the �ite for
each Work Odex
b. Mabilization and Demo�ilizatinn do not includ� activities for specific items of
work for whieh pay�nent is provided elsewh.e�.�e in the conC�act.
4. Emergency Mobilizations az�.d Dernohilizati4n �or Miscellaneous Pro�ects
a. A Mobilizatio� far Mzscellaneous Pxojects wh�n directed by f.�e City and the
mobilization occurs wit�ir� 24 haurs of the issuaz�ce of the Wark Order.
B. Deviations from thi.s City of Fort Worth Standat-d Speci�cation
1. None.
21 C. Related Specification Sections include, bui are not necessarily limited to:
22 1. Division 0— Bidding Requiz•ements, Coniract For�ns and Conditions of the Contract
23 2. Division l— General Requuements
24 1.� PRICE AND PAYMENT PROCEDiJRES
25
26
27
28
29
30
3I
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A. Measurement atad Payment
1. Mobilization and D�;mob:ilization
a. Measure
1) This Item is considered subsidiary to tJ�e various Iiems bid.
b. Payment
1) The wor�C performed and rnaterials furnished in accordance with this rtem
are su�sidiary to the various Items bid and no other compensation will be
allowed.
Z. RemabilizatiQn for suspensian of Worlc as specificall�r required in �e Contract
Dacumen.ts
a. Measurement
1) Measurement for this Itezz� shall be per each remobilization perfarmed.
b. Payn�ent
1) The war� pezfi�rmed and materzals furnished in accardance with ihis Item
and nneasured as provided under "IVleasuxement" will be paid %r at the unit
price per each "Speciiied Remobilzzation" in accardance with C�ntract
Docurnents.
c. The px-�ce shall inciude:
1) Demabilization as described in Section 1.1.A.2.a.1)
2) Remobilizaiion as described in Sec�ian 3.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT VJORTH
STANDAI� CONSTRUCTION SPECITICA,TICIN IIOCiJMENTS
Revised Navember 22, 2016
TRINITY BOULEVAItD PHl
C�TY PRO]ECT �To. 1U2301
a 3 �a ao - �
MOBILIZATION AND RE[viOBILTZATIOAT
Page 3 of4
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3. Remobil'rzation for suspensian of Woz•k as requiz ed by City
a. Measurement and Payn:�:ent
1) This shall be submit�ed as a Con�i`act Clairri in accordanc� wiih Article 10
of Seetion 00 72 �0.
2) No payments wi11 be zn;ade for standby, idle time, or lost prafits associaied
with this Itex�..
4. Mohilizations and Dernabilizations for Miscellanenus Projects
a. Measureznent
I} Measurernent fox• f,his It�m �ball be for each Mobilization azad
Dezxio.bilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accardance wzth t13is Item
and measzu•ed as provided under "Measurement" vviIi be paid �or at the unit
price per each "Wo�•k Order Mohilizatia.n" in accordance wi.th �ontract
Docwne�.ts. Demobilization shall be considered subsidiaz�y to mobilization
and shall not be paid far separately.
c. The price shall include:
1) h�Tobiliza�ion as described in Sectzon 1.1.A.3.a.I)
2) De:nnobilization as descx•ibed in �ection 1,1,A.3.a.2)
d. No paymanls will be made for st�n.dby, idle time, ar lasf profits as�oeiated this
Itenn.
S. Emergency MobiIizations and Denaobilizat�ons for I�Iiscel.laneous Projects
a. Measurement
1} Measurement for this Item �haIl be foi each Mobilization and
Demflhilizataon requu�ed by the Contract Documents
b. Payment
1) The Work performed and matez•ials fumished in accordance with this Itenn
and measured as provided under "Measurexnent" wi11 be paid foz at ti�e unii
price per each "Work Order E�n�rgency Mobilization" in accordance voifh
Contrac� Docume:nts. DemobiIizat�on sb�all be considered subsidiary to
mobilization and sha11. not be paid %r separately.
c. The price shall include
1} Mobi�ization as described in Sec�ion I.1.A.�,a)
2) De�nobilization as descrihedin Section 1,1.A.3.a.2}
d. No payznents will be made for standby, idle time, ar lost pa•ofits associated this
Item.
37 i.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENT� [NOT USED]
39 1.� Si1BMITTALS [NOT USED]
40 1.G INFORMATIONAL SUBMITTALS [NOT USED�
4Z 1.`� CLOSEOUT �LTBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBNI�TTALS [NOT IISED]
43 1.9 QLTALITY ASSi.TRANCE [NOT iT�ED]
44 1.� 0 DELTVERY, STQRAGE, AND HANDLING jNOT US�D]
CITY OF I'ORT WORTH TRINTTY BOZJLEVARD PHl
STANDARD CONST'RUCTION 5PECIFTCATIpN DOCUMENTS CITY PR07ECT Na, 1 p2101
Revised Novemk�er 22, zOIG
61 70 00 - �1
MOBILIZATION AI�lb REMOBILIZAT[bI�
] 1.1I FIELD [SJT�J CONDITION� [N�T USED]
2 �.12 WARRA�NTY [NOT iTSED]
3 PART � - PRODiJCTS [NOT USED]
4 �ART 3 - EXECUT�ON [NOT USEDj
S END O� SECTION
�
Page 4 of 4
Revisian Lag
DA'�E N1�ME SUMMARY OF CHANGE
11/22/16 Michael Owen i.2 Price and Payment Procedw-es - Revised specification, including biue text, to
make speci�ica#ion tlexible for either subsidiary or paid bid item for Mobilizatian.
Ci7'Y OF TORT WORTI3 TRINITY BQULE'VARD PHl
STANDARD CON5T1tUCTIbN SPECIFICATIaN DQCUMENT'S CIT1' P1207ECT No. 1D21U1
Revised Novembex 22, 2016
ai�i23-i
CON$'CRUCTION STAI{TIVG AND SURVE7'
Page l af S
1
2
3 PART]- G�NERAL
�ECT��N O1 i123
CONSTRUCTION STAI{ING AND SURVEY
4 1.1 SUMMARY
5 A. Sec�ion Includes:
6 1. Requi��ments fc�r const�uefion stal�ing and canstarruction survey
7 B. De�iations fi-orn this City o�Fort Wnrth �tandard Specification
S 1. None.
9 C. Related Specificatian Sections include, but �-� not necessarily lixnited to:
1 fl 1. Division 0— Bidd.ing Requirements, Contract Forrns and Condit�ons af ihe Cont�-ac#
11 Z. Division 1— General Requirements
12 1.2 P�tICE AND PAYIV�NT PROCEDURES
13
z4
15
16
17
18
i9
2a
21
22
23
24
25
2b
27
28
29
30
31
32
33
34
3S
36
37
38
39
46
�4I
A. Measurement and Payment
1, Construction Stalcing
a. Measurement
I) Measurement fot this Item shail be by lump su�m.
b. Payment
1} The worlc perfoz�rned a.nd th.e materials fi.unished in accordar�ce wiib. this
Itenx sha11 be paid for at t�e lurxip sum pric� bid for "Cortstruetion Stalung",
2) Payment for "Canstruction Stalcing" skaall be made in partial paym.ezzts
pzorated by work campleted compared to total waxk iaehided in the lump
sum item,
c. The price bid shall include, but not be litnited to the following:
I) Veri�catinn of cantrol data provzded by City.
2) Placemen#, maintenax�ce and replacement af tequired stalces and marlcings
in the �ield.
3} Preparation and submittal of constructian stalcing docu.mentatian zn the
forzn af "cut sheets" using the City's standard tetnpIate.
2. Canst��uction Suxvey
a. Measurement
1) This Itexn is considered subsidiazy t� the �arious Items bid.
b. Payment
I) Tl�e vtrark performed and the :materials Furnished in accoi•dance with this
Item are subsidiary tn the various Items bid and no other compensatiou will be
allowved.
3. As-Built Survey
a. Measuremen#
1) Measur�ment for this It.em sl�all be by luinp su.m
b. 1'ayment
1) The �vvork performed and the znaterials furnished in accordance with this
Ttem shall be paid for at the lurnp sum price bid for "As-Built Survey".
CITY dT' FpRT WORTli TRINITX BOUI,�VARD PHl
STAIdDAItD COT�TSTRUCTTOTI SPECIPICATION 1lOCUMLNTS CITY PRC?3LCT NO. ] 021 Q l
kevised Rebruaey i4, 2018
oin2s-z
CONSTRUCTiO]*I STAKIlVG A3dD SURV�Y
Page 2 o.f 8
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A. De�ini�ions
l0 1.3 REFERENCES
11
12
13
14
15
16
I7
1�
19
20
21
22
23
24
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27
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1. City o��art Worth -- Constxuction Staking Standards (a�ailable on City's BIM 360
�ovebsite) — 01 '11 23.1 b.01_ Attachment A Survey Stalcing Standards
2. City of Fort Worth - Standard 5urvey Bata Collector Lihrary (ficl) files (available
on City's BIM 3b0 wehsite).
3. Texas Department of Transportation (T�;DOT) Survey Manuai, latest reviszon
4. Texas Society of Professional Land Surveyors (TSPS), Manual af Practice for Land
Surveyi�g in the Stafe Qf Texas, Category 5
33
34 1.4 A.DMIIVISTRATNE REQiTIREMENTS
35 A. Tlae Contractar's selection of a surveyor xuuat comply with Texas Gavernment
36 Cod� 2254 (qualificatians based selectionj for this �ro�ject.
37 1.5 SUBMITTALS
38 A. Submittals, if required, shall be in accaxdance with Sectinn 01 33 00,
39 B. All sub.mittals shall be received and reviewed by the City priar to deliveiy of wnrl�.
40 1.6 ACTIDN SUBMITTALSIINFORMATIONAL SUBMITTALS
41 A. Field Qualily Control Submittals
2.
3.
4.
2} Payment for "Constz�uction Stalting" shall be znade in pa�-tial payments
prorated l�y �ork completed compared to iotal wark included in the Iump sum
item.
c. The pric� Uid shall include, but not be limited to the following::
1) Field zx�easurements and suzvey shots to identi�y Iocation of completed
faciIities.
2} Documentatio� and suUmittal af as-built survey data nr�to co�tractor redline
plans and digita�l surv�y files.
Construction Survev - The suz�rey measurements made priar to or while
construction is in progxess to control elevati.oza, harizontal position, dimensians and
configuration of st�uctures/improvetnents included in the Project I]rawings.
As-huilt Surve The measiuements made after the consttuction of the
zxnpravement %atui•es are complete to provide position coordinates foz• the features
of a project.
Conshuction Stakin� — The placement of stalces and marldngs to pro�id� offsets
and elevations to cut and fill in order to locate on t�ae ground the designed
structures/impraveine�ts included in the Project Drawings. Construction staking
shall include staking easements andloY• right of way ii in.dicated on the plans.
Surve�,"Field Cl�ecks" -- IVIeasurements made after construction staking is
completed and before construction work begins to. ensure ihat structuxes marked on
the ground a�•e accurately locaied pez �roject Drawings.
B. Technical References
CITY OF FORT WORTI�
STANAARD CONS7RUCTION SPEGff'ICATIOAI nOCiTN[ENTS
Revised Fe6ruary 14, 2U18
TRINITY BOULEVARI7 PH1
CITY PROJECT NO, 102101
017123-3
CQh�STitUCTIDN 5'FAI<ING AND SURVEY
Page 3 of 8
I I. Documentation verifying accuracy of field engineezing wo�k, including co�rdinate
2 conversions if plans da nat indicate grid or �-ound coordinates.
3 2. Submii "Cut-Sheets" con%iming to the standa�•d iempiate p��ovided by the City
4 (refer tn O 1 7 I 23.16, p I— Attachment A— Survey Staking Standards).
5 1.i CLOS�OUT SY7BMITTALS
6 B. As-built Redline Drawing Submittal
7
S
9
10
11
12
13
14
I5
1. Submit As-Built Sul.vey Redline Dravvings documenting fhe locations/elevaiians of
cons�lieted improvernents sig�ed and sealed by Regisi�red ProfessionaI Land
Surveyox (RPL�) responsible fo� t�.e yvork (refer to fl 1 7123.16.01— Attachment A
— Survey Stakizag Standards) .
2. Contracta� shall subm:it the proposed as-built and eompleted redline drawing
submittal ane (1) week prior to scheduling the project final in.speciinn for City
review and comment. Revisions, if necessary, shal.l be made to the as-built reciLine
drawings and resubrnitted to the City prior to scheduling the construciion final
inspection.
16 1.S MAINTENANCE MATERIAL SLTSMITTALS �NOT USED]
17 1.9 QUALITY ASSURANCE
18 A. Canst�uctian 5takuag
19 1. Cans�-uc�ion stal�ing will be performed by tlie Can�•actor.
20
2I
22
23
24
25
26
27
28
29
30
31
32
33
34
35
3b
37
38
39
4D
41
42
43
2, Coozdinat�on
a. Contact City's Praject Repi•esentative at leasf one week in advar�ce notifying
the City of when Construction Stalcing is scheduled,
b. It is the Contractor's responsi�ility to coardinate staking suc�. Yliat
construction activities axe nat delayed or negatively impacted.
3. General
a. Contractor as responsible for preservzng and maintainin� stakes. If City
surveyors are required to re-stal�e for any reason, the Con.tractor wiIl be
responsible fo:r costs to perform stal�ing. Zf in the opinion of the City, a
snffieient num6er of staJ.ces or marlcings have been lost, d�stroyed disturbed or
omitted t�,at tl�a contracted Woxlc carm.ot iake place then the Cantractor wiIl be
zequired to stake or re-stalte the deficient areas.
B. Const��uctian Survey
1. Construction S�urvey will be performed by the Contractor.
2. Coordination
a. CanC�-actor to verify that horizontal and vertical control data established in the
design survv�y and required for con.struction survey is available and in place.
3. GeneraI
a. Const�-uetion survey will be p�rformed in order to consiruct the work shown
on the Construction Drawings and speci�ed in the Cont�act Docurrzents.
b. Fnr construction met�ods ather than open cut, the Conirac�or shall perform
construction suivey and verify control data including, but not lino.�ited to, the
%llowing:
1) Verification that established benchmarlcs and �ontrol axe accivate.
CIT'Y OF PORT' WORTH TRINI'CY gOULEVARD PI-iI
STANDARD COIVSTRUCTION SP�CIFICATION bQCUMENTS CI7'Y PROJECT NO. 1 �2101
Re�ised Fe6rua�•y 14, 2018
017123-4
CONSTRiICTIp3�i STAKINCr AND SURV�Y
Page 4 af 8
� 2) Use ofBenck�arlcs to furnish and m�aintain aIl �-eference lines and grades
2 f�r tuz�.�aeling,
3 3) Use of line and gx�ades to establish the location Qf the pipe.
4 �) Suhmit to the City copias of �"ield notesused io establish aIl lines and
5 grades, if requested, and allow the City tn checic guidance systern setup prior
6 to heginning each tuz�neling drive.
7 5) Provide access for the Cit�r, if rec�uested, to verify the guidance system and
8 fhe line and grade of the carrier pipe.
9 6) The Contxactor xemains fullq responsible �or the accuracy af the work and
10 coiYection of it, as required.
11 7} Monitor line and grade continuously during canstruction.
12 &} Record deviation with respect to design line and grac�e on.ce at each pipe
13 joint ar�d subzx�it daily records to the City.
14 9) If the installation does not meet tlie specified taleranees (as ouiiined in
i5 Sections 33 OS 23 and/or 33 05 24), immediately notify the City and correct
16 the installation in aceardance �vifh the Cantraet Dacuznents.
17
I8
19
20
21
22
23
2�4
25
26
27
28
24
30
31
32
33
34
35
36
37
38
39
�40
41
42
43
44
4S
46
47
48
C. As-Built �urvey
Required As-Built Survey will be perfarmed by ihe Contractor.
2. Coardina�.Qn
a. Contractar is to coordinate with City to eanf"irm which featux•es require as-
built surveying.
b. It zs the Contractor's responsibility to caordinate the as-built survey and
�equired measurements far items t11at are to be buried such that eonstruction
ac�ivities aae not delayed or negatively impacted.
c. For sawer mains and water mains 12" and under in diameter, it is acceptable
to physically naeasure dep� and nnark the locatian durin.g the progress of
constructaon and talce as�buil.t survey af�er the facilzty has been h�aried. The
Cantractor is responsible for the quality control needed ta ensure accuracy.
General
a. The Contractor shall provide as-buiit surv�y including fi.he elevation and
location (and pro'vide written doeu�entatioz� to the Ci.ty) of construction
features during ��e �arogress of the c�nstruction including t�e following:
1} Water Lines
a) Top of pipe elevat�ons and conrdinates for waterlines at tbe �allowing
locations:
{1) Minimum e�ery 2501inear feet, including
(2) Horizontal and ve:rtzcal points of inflectian, curvaiure,
etc.
(3) Fire line tee
(4) Plugs, stub-outs, dead-end lines
(5) Casing pipe (each end) and all buried iittings
2) Sanitary Sewer
a} Top o� pipe elevations and coordinates for force naains and siphon
sanitary sewer lines (non-gravity facilities) at t�ae following locations:
(J ) Minimum every 2SO linear feet and an.y buried fittings
(2} Horizontal and vertical points of inflection, curvature,
etc.
3} Stonnv�ater -- Not Applicable
C1TY OF FQRT WOFtTH
STANDARI7 CONSTRUCTION SPECIFiCATI�N DOCUMENTS
Revised r'eb�vaey 14, 2Qt8
TRINITY F30ULEVARI7 PHl
CITYPRO]�CTI�fO. [021U3
ai �i za - s
CONSTRiJCTION STACCING AND SiI]2VEY
Page 5 of 8
I
2
3
4
5
b
7
8
4
ia
11
12
13
1�
15
�6
17
18
19
zo
21
22
23
24
2.5
b. The Conttactor shall provide as-built survey including the elevation and
location (and p�•avide written doc�entati.on to f11e City) of consi�titction
featiues after the con�struction is completed including the following:
1) Manholes
a} Rim at�.d flovvline elevations and coordinates for each rnan.hole
2) Water Lines
a} Cathodic protection test stati.ons
b) Sampling stations
c) Meter baxes/vaults (All sizes)
d) Fire hydzants _
e) Valves (gate, butterfly, etc.)
� Air Release valves {Manhole x•im and v�nt pipe}
g) Blaw off valves (Manhole rim and �aJ.ve lid)
h} P�•�ssure plane va�ves
i) Undergz•ound Vaults
{1) Ritn axid flowline eleuatians and coordinates far each
Underground Vault.
3) Sanitary� Sewer
a) Clea:nouts
(].) Rim and flawline elevations and coardinates far each
b} Manholes and Junction S�.�z�tures
(1) Rim and flowline ele�vations and coordinaCes fox� each
i�nanhole and junction stzucture.
4) Siormwater — Not Appl.icable
t.10 DELIVERY, STORAGE, ,A,ND �ANDLING [NOT USED]
26 1.11 FiELD [SITEI COND�TI�NS [NOT US�D]
27 1.12 WARI7ANTY
28 PART 2 - PRODUCTS
29
30
31
32
33
34
35
3b
37
38
39
4Q
41
42
43
A4
A. A construciion survey Gvill produce, bui will not be limited to:
1, Recovez� of relevant control points, points of cutvafure and points of intersection.
2. Establis�a tez�aparary horizontal and vextical control ele�ations {benchmarl�s)
sufficiently permanent and located in a mannex to be used thraughout construction.
3. Th,e Iocation af planned facilities, eas�ments and impz�overt�ents.
a. Estahlishing �nal liae and grade staJ.ces �or piErs, floors, grade beams, parlung
areas, utilities, streets, highways, tunnels, at�d other canstruction.
b, A record of revisions or col�rections noted in an arderly manner %r reference.
c. A d�-awing, when req��red by the cliant, indicating the horizoi7tal and vertical
locatzon of t'acilities, easemenfs and improvements, as built.
4. Cut sheets shaIl be provided to the Ciry inspector and Survey Supez•intendent for a11
construction stalcing projects. These cut sheets shall be on the standard city template
wh'rch can be obtained from the Sur�ey Superintendent (S 17-392-7925).
5. Digital survey �1es zt� the following formats s�Zall be acceptable:
a. AutoCAD {.dwg}
b. ESRI Shape�'ile {.shp)
C]'P'Y OI' PpRT WORTH TRi3�TTY BDULL�VARD PHl
STAIVDART] CONSTRUCTZON SPECII'ICATION DOCLTM�3dTS CT`I'Y PROTECT NO. IO2J O1
Re�ised FeLruary 14, 2018
a1�i23-�
CON5TRi5CTION S'iAKiNG Ai�ID SURV�Y
Page G o.f 8
1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (u�e
2 standard templates, if available)
3 6. Survey files shall znclude ver-�ical azad horizontal data tied ta oz-iginal project
4 eont�nl and benchma�ks, and slaall include feature descxiptions
5 PART 3 - EXECLiTJON
6 31 INSTALLERS
7 A. Tole�ances:
8 L The stalced location of any improvenaent or faeility sho�Id be as accurate as
9 practical and necessary. The degree of precisian required is dep�ndent on many
�p �aetors aII of which inust remain judgmental. The tolerances listed bereafter are
11 based on generalities and, under cex•tain circumstanees, shall yield tn specific
12 requirements. The surveyar shall assess any situation by review of the overall plans
13 and through consultation with responsible parties as to the need for speci�ic
I4 talerances.
15 a. Eat�:hvvork: Grades for earthworlc or rougY► cut should not �xceed 0.1 fi. vei-�ical
16 talerance. Horizontial alignmeni for eart.�.work and rough cuf should not exceed
17 1.0 ft. tolerance.
18 b. Harizontal alignment on a strueture shall be w�thin .d.1f� talei•ance.
19 c. Paving or conerete for streets, curbs, gutters, parking areas, drives, alleys and
20 walkways shall be located within the confin�s of tbe site boundaries a.nd,
21 occasionally, along a boLusda.iy or any other restrictive Iinc. Av,+�ay from any
22 i•estrictive lin.e, these facilities should be stalced with an accuracy prottucing no
23 more than O.OSi�. tolerance from their specif'ied Iocations.
24 d. TJnderground and overhead utilities, such as sewers, gas, water, telephone and
2S elactric lines, sha11 be locateti harizantally within tb.eir prescribed areas or
26 easements. Within assig�ed ar�as, these utilities should be staked �c�vith an
27 accuracy producing no more than 0. I ft talera.nce from a specif'zed location.
28 e. The accuracy required far f.he �ertical laca�ion of utilities varies widely. Many
2g undergrou:nd utilities requixe only a minimuzn. cover and a toleran.ce of 0. I ft.
3p should b� maintained. Undergraund �d averhead utilities an planned profile,
31 but not depe�adi�g on gravity flow for performance, should n�t exceed 0.1 ft.
32 tolez'ance.
33 B. Surveying instruments shall be kepi in cIos� adjustment according to m.annfacturer's
34 speci�ications or in compliance to staiidards. The City reserves Yhe right to r�quest a
35 calibration report at any time and r�conamends regular mainienance schedule be
36 performed by a certif'ied technici.aza every 6 months.
37 I. FiOId measurements of angles and distances shall be done in such fashion as to
38 satisfy the ciosures and tolerances expressed in Part 3.1.A.
39 2. Vertical loca�ions shall be establish.ed from a pre-established benchmark and
40 checked by closing to a different bench �.aark on the sam� datuxn.
41 3. Construction survey field worlc shall conrespond to the clier�t's plans, Trregulazities
42 ar conflicts found shall be reported promptly to the City.
43 �4. Revisions, carrections and other pertinent data. shall he logged for future reference.
4�4
CITY OF' EORT WORTH TRII�TTY S.OULEVARD PHl
S`I'ANDARD CONSTRLICTION SPECIFICATTON bOCUMENTS CTTI' PIta7�GT N0. 1021 Ul
Revised Februa►y 14, 2018
O17123-7
C0IVSTRUCTIQN STAKING ANI] SURVEY
Page 7 of 8
� �.� E�iNAT�a�v �voT usEn�
2 3.3 PREPARATIQN [NOT USED]
3 3.4 APPLTCATION
4 3.5 REPAIR / RE,ST�RATION
5
6
7
8
9
10
11
12
13
14 3.6
310 CLEAN�NG [NOT USEDI
3.11 CLOSEOUT ACTIVITIES [NOT Y7SED]
3.12 PROTECTION [NOT USED]
3.13 MAIN'I'ENANCE [NOT USED]
3.14 ATTACHM�NTS [NOT USEDj
15 3.7 FIELD [on] SITE QUALTTY CONTROL
16 A. It is the Contracto�t•'s responsibilify to zaaazntain all sta�ces and controi data placed by the
I 7 City in accordance with this .Specification. This includes easements and right of way, if
1 S nated an t�e pians.
19 B, Da noi change or �•elocate staltes or control data without appxpval. from the City.
20 3.8 �YSTEM STARTUP
21 A. Survey C�ecks
22 1. The City reserves the right ta perform a Survey Checic at an� tinr�e d�emed
23 necess a��y.
24 2. Checics by City personnel or 3`d part�r contracted surveyaz• are not intended ta
2S x�elieve tke eontractor af his/her respansibzlity for accuracy.
26
27 3.9 ADJU�T�NG [NOT USED]
28
29
3a
31
32
33
34
A, If the Cantractor's worIc damages ox destrnys one oz mare of the control
rzaonumentslpoints set by the City, tl�e monuz�.ents shail be adequately re%renced for
expedient z'estoration.
1. Notify City if a�ay control data needs to 6e restored or replaced due to damage
caused during constt�c�ian operations.
a. Contractor shall perfo��n r�placements andlo� restorations.
b. The Czty may require at any tirrie a survey "�`ield Chec1�" of any monument or
henchmarks that are set be veritied by the City su.rveyors hefoz•e �'uz�}�er
associated worl� can rnove forward.
RE-INSTALLATION [NOT USED]
END OT SECTION
Rev'rsion Lag
C1TY OF Ft1RT 1xiORTH TRINITY BOLIL�VARD PHl
STANDARD CpNSTRi1CTION SPEC1r'ICATION DOCUM�NTS CTTY PR07ECT NO. 102101
Revised February 14, 20I8
017123-8
CQNS'I'RUCTiON STAIfII�fG AND Si3RVFY
Page 8 of &
DATE I NAME
8/31/2012
$/3112017
211AI2018
]7. Joh�san
�UMMARY OF CHANG�
dd�d insh-uctian and modified measurement & payment under 1.2; added
M. Owen �efinitions and refererrces under 1.3; modified I.b; added 1.7 closeout submittal
•eqnirements; modifed 1,9 Quality Assui°ance; addecl PAR'I' 2— PRQI�UCTS ;
dded 3.1 iustallers; added 3.5 Repair/Restoration; and added 3.8 System Stail.up.
12emoved "blue text"; revised ineasuiement atad payment secti�ns for ConsE�vction
Stal�ing and As-Built Suivey; added xef�rence to selectian compliance with TGC
M Owen 2254; revised action and Closeout submittal requiremen#s; added acceptable depth
measurement criteria; revised list of items requuing as-built survey "during' and
"afiter" const�•uet�on; and revised acceptable digital sur�ey frle foi7nat
CI`PY �P FORT WORTH
STA[�iDARD CONS'I'RUCTION SPECIFICATTQi� DOCi7IvLENTB
Revised Fe6rua�y 14, 2018
'I'RIIVITY SOULEVARD PHi
CITY PRO7ECT NO. 102101
�
Section 01 i� �3.�1 � �ttachr�er�t �1
Sur��y St�kin� S��nd�rds
February 20�7
bocumentl
Page 7. of 22
These procedures are in�ended to provide a standard method for canstructiort staking services
associated with the City af Fort Worfh projects. These are not ta be considered afl incl�asive, but anly as
a general guicfeline. For proJects an TX�07righ#-of-way orthrvugh joint'TXD07participation,
adherence to the 7XDOT Survey Manua! sha11 be fallowed and if a discrepancy arises, �he iX�OT
manualshall prevail. (htt : onlin�manuals.tacdot. o� txdotmanuals ess �ss. df)
lf yau ha�e a unique circumstance, please consult wit� the project manager, inspectar, or survey
department at 817-392-7925.
T'able o� Contents
I. City of Fort Worth Contact Information
II. Construction Colors
III. Standard Staking Supplies
IV. Survey Equipment, Control, and qatum Standards
V. Water Staking
VL Sanitary Sewer Staking
VIE. Storm Staking
Vllf. CurbandGutterStalcing
{X. Cut Shee�s
X. As-built 5urvey
Documentl
Page 2 of 2Z
�
�
�
Sur�re De artmen� Confact Informa�ian
P�ysical and mailing address:
8851 Camp �owie West Boule�ard
5uite 300
Fort Worth, Texas 76116
Office; �8Z7} 392-7925
Sur�ey 5uperintendent, direct line: �817j 392-8971
Construciion Colors
ThE following colors shali be used for staking or identifying features in the field. This
includes ffagging, �aint of faths/stakes, paint of hubs, and any identificafion sueh as pin ffags
if necessary.
Utility
PRDPQSED EXCAVATION
ALL EL�CTR�C A1VD CONDUITS
POTA6LE WAT�R
GASO�OIL
TELEPHON�/FIB�R OPTfC
SURVEY CON7R�L PDINT5, B�NCHMARKS,
PRQPERTY CORNERS, R1GHT-OF-WAYS, Af�d
AI.L PAVWG INCLUDING CURB, 51DEWALK, BUfLDIN6 CORNERy
SANiTARY SEWER
fRRIGATION AND R�CLAIMEQ WATER
Standard S�cakin S�a lies
Color
WHITE
i k' � I
1
vE; �r ;+�4.
�
�I��1PlG�
f�INI(
:,6�41
Item Niinirnum sizp
Lath/Stake 36" tall
Wooden Hu6 (2"xz" min. square preferred) 6" tall
Pin Flags (2.5" x 3.5" preferred] 21" long
Guard Stakes Not required
PK or Mag nails �." lang
Iron Rods (1/2" argreater diameter) 18" lang
Survey Marking Paint Water-6ased
Ffag�ing 1" wide
Marking Whis[�ers (feathersj 6" long
Tacf<s (for marking hubsj 3/4" long
Documentl
Page 3 of 22
iV. Sur�e E ui ment Gon�rol and Datum 5tandards
A. City Benchmarks
A11 city benchmarks can be found here: http'//fortwarthtexas.�ovlitsofutions/G15�
Laok far `�oning Maps'. Under'Layers' , expand `Basemap Lay�rs', and eheck on
`Benchrnarks'.
B. Conventiflnal or Robotic Yotal 5tatian �quipment
L A minimum of a 10 arc-second instrument is required,
II. A copy of the latest calibratian report may be requested by the City at any time.
li is recommended t�at an insfrument be ealibrated by certified technician at
least 1 oceurrence every 6 months.
C. NetworkJV.R.S. and statit GPS �quipment
I. It is critical that the sur�eyor verify the correct 1�orizontal and vertica! datum
prior commencing work. A site caiibration may be required and shall consist of
at least 4 control poinis spaced e�enly apart and in varying quadrants.
Additional field checks of t�e horizantal and vertical accuracies shall be
completed and the City may ask for a copy of the calibration report at any time.
Network GP5 such as the Weste�n �ata 5ys�ems or 5martNet systems may be
used for staking of praperty/R.O.W, forced-main water lines, and rough-grade
only. No GPS stakin far concrete sanitar sewer starm drain final rade or
an thin that needs r►ertical radin witf� a tnierance of 0.25' ar less is
allovued.
p. Control Paints 5et
�
AI{ contral points set shall be accompanied �y a lath with the appropriate
Northing, Easting, and Efe�at�on (if applicable) of the point set. Control points
can be set reba�, `X' in cancrete, or any ather appropriate item with a stable
�ase and af a semi-permanent nature. A rebar cap is optianal, but preferred if
the cap is marked 'control point' or similar wording.
Datasheets are required for all contral paints set.
Datasheet should include:
A.
B.
C.
Horizontal and Vertical �atum used, Example: lV.A.D.83, North Central Zone
4202, NAVD 88 EEe�ations
Grid or ground distance. — If graund, provide scale fiactor us�d and base
point coordinate, Example, C.S.F.=0.999125, Base point�North: Q, �ast=0
Geoid model u�ec{, Example; GEOIDI2A
Documentl
Page 4 of 22
E. Preferred Grid Datum
Although many plan sets can be in surface coorclinates, the City's preferred grid clatum
is iisted below. Care�ul consideratian must be taken ta �erify wha� datum each project is
in prior to beginning work. !t is essential the sur�eyor iae familiar with co�rdinate
#ransformations and how a grid/surface/assumed coo�dinate system affect a praject.
Prolected Caordinate
System: IVAD_19�3�StatePf ane_Texas�North_Centraf_FIPS_4202�Feet
Projection: Lam6ert Conforrrmal Conic
False_Easting: 196850Q.00OOD000 ~
False_fVor�h ing: 6561666.66666567
Central Meridian: -98.5a000000
Standard Paral�e� 1: 32.13333333
5tandarr� Parallel 2: 33,96666667
Latitude_Of Origin: 31.65666667
Linear Unit: Foot US
Geographic Coordinate System: GCS_North_American�1983
Datum: D North American 1983
Prime Meridian: Greenwich
Angular LJnit: begree
Nate: Regardl�ss of what da�um each particular proj�ct is in, deli�erabfes to the City
must be con�erted/translated into this preferred grid datum. 1 co�y of the deliverable
should be in fhe project datum (whate�er it may be) and 1 copy should be in the NAD83,
TX North Central 4�02 zone. See Pre erred File Namin Canven�ian below
F. Rreferred Deliuerable Format
.txt .cs� .c�wg .jab
G. Preferred Data Format
P,N,E,Z,b,N
Point Num�er, Northing, �asting, Ele�ation, Description, Notes (ifi applicable)
H. Preferred File Naming Convention
This is the pref�rred format: City Praject Number_Description_batum.csv
Example for a project that has surface coordinates which must be transfa�ed:
File 1: C1234_As-built of Water on Main Streei Grid NAb83 TXSP 4202.cs� ~
F'rle Z: C1234_As-built of Water on Main Street_Praject Specific Datum.csv
Documentl
Page 5 nf 22
�xample Con�rol S�akes
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Page 6 of 2.2
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!!. 11Ua�er S�akin� 5�andards
A. Centerline Staking— Straight Line 7angents
I. Offiset lath/stakes euery Z�4' an e�en sta#ians
II. Painted blue lath/stake onfy, no hub is required
III. Grade is to top of pipe �T/P) far 12" diameter pipes or smaller
IV. Crade to flow line �F/�) for 16" and Earger diameter pipes
V. Grade should he 3.50' belaw the proposed top of curb line for 10" and smalfer
diameter pipes
VI. Grade should be 4.00' befaw the prdposed top of curb line for 12" and larger
diameter pipes
VII, C�t S�eets are requirec[ on all staking and a copy can be received from the
survey superintendent
Optional: Actual stakes shall consist af a 50D npil or huh set with a whisker
B. Centerline Staking - Cur�es
I, If arc lengih is greaterthan 100', POC �Point of C.urva�ure�} ofFset stakes should
be set at a 25' inter�al
I1. Same gradFng g�idelines as abo�e
lll. Staking of radius points of greater than �.00' may be omitted
C. Water Meter Boxes
I. 7.0' perpendicular affset is preferred ta the cent�r of the bax
II. Center of the m�ter should be 3.0' behind the proposed face of c�rb
Ili. Meter should be staked a minimum of 4.5' away frarn the edge of a t[riveway
IV. Grade is to top of 6ox and should be +0.06' higher than the proposed top of
cur6 unless shown other�rvise an the plans
D. Fire Hydrants
L Center of Hydrant should be 3.p' �ehind proposed face of curb
II. S�r�ey offset stake should b� 7.0' from the eenter and perpendicular to the curb
line ar water main
III. Grade of hydrants shottld be -�p.30 higher than the adjacen� top of curb
E. Water Valves & Vaults
I. Offsets should be perpendicular ta the praposed water main
EI. RIM grades should only be provided if on plans
Document�.
Page 7 of zz
�xample 1�4later 5�akes
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Page 8 af 22
VI. Sani�ary Sewer Staking
A. Centerline S�aking — Straight Line 7angents
I. Inver-ts shall be field verified and compared against the plans befor� staking
Il. Painted green lath/stake WITH hub and tac[� ar marker dot, no flagging requir�d
III. 1 ofFset stake between manholes if manhales ar� �€00' or less apart
N. Offset stakes should be located at even distances and perpendicularto tne
centerfine
V. Grades will be per plan and the date o�F�he p�ans used should be noted.
Vl. If multiple lines are at one manhoie, each line shall ha�e a cut/fill and e[ir�ction
nated
VII. Stakes at e�ery grade break
VIII. Cut sheets are required on all staking
Optional; Actual stakes shal� consist of a 60D nail or hub set with a whisker
B. Centerline Staking — Curues
I. If arc length is greater than �.00', POC (Point af Curvature) offset stakes shoul.d
be set at a 25' interval
II. Staking of radius points of greater than 1Q0' rnay E�e omitted
C. 5anitary Sewer Manholes
I. 2 offset stakes per rnanhale for the purpose of praviding alignment ta the
contractor
li. Flowline grade should be an the lath/sta[�e for each flowline and direction nated
I�I. RIM gracie should only be on fhe stake when pravided in the plans
a�cumentl
Page 9 of 22
Exam le 5aniiar Sewer Stakes
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Page 10 of 22
VII. Storm Sewer €� Inlei 5takin
A. C�nterli�e Staking -- Sfraight Line Tangents
I. 1 affset stake every 240' on even statians
II. Grades are to flowline of pipe unless otherwise shawn on plans
I[I. 5takes at e�ery grade break
!V. Cut sheets are required on all staf�ing
Optional: Actup! stakes shaJ! cansist of r� 60D rrai! or hub set with a whisker
B. Centerline Staking — Cur�es
I. If arc length is greater than 100', POC (point of Curvature) offset stakes should
be set at a 25' interval
if. Staking of radius points ofgreater than 100' rriay be omitted
C. 5torm Drain Inlets
I. Staking distances should be m�asured from end of wing
II. Standard 10' fnlet � 3.6.Q0'total length
III. Recessed 10' Inlet = 2q.00' total length
IV. Standard double 10' iniet = 25.67' total length
V. Recessed double 10' inlet = 30.67'total length
D. Storm prain Manholes
I, 2 o�fset stalces per manhole fiar the purpose af providing a�ignment to the
contractor
Il. Flawline grade should be an the iath/siak� for each flowline and direction noted
IIL RIM grade should only be on th� stake when pro�ided in the plans
Documenti
Page 1.� of 22
�xample S�torm Inlet Stakes
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Documentl
Page 12 of 22
VIIL Curb and Gut�er Staking
A. Centerline S�aking — Straig�t Line Tangents
V. 1 offs�t stake e�ery 5d' on even stations
VL Grades are to tap of cur� unless otherwise showr� on plans
VII. Stakes at e�ery grade break
Vfll. Cut sheets are required on all stal<ing
Optional: Actual stakes shall consist of a 60D nail or hub set� with a whisker
B. Centerline Staking — curue5
III. !f arc length is greater than 100', POC (Point of Curuature) offiset stakes should
be set at a 25' interval
IV. Staking of radius paints of greater than 1a0' may be omitted
�xample Curb � �u��er S�akes
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Documentl
Page 13 nf 22
�xampl� Curb & Gut�er S�akes ai lr�fersection
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Page 14 of z2
lX. Cut Sheets
A.
B.
C.
D.
E.
F.
G.
H.
Date of fie4d work
5taking Method (GPS, total stationj
Project Name
City Project Number (Example: C012�4)
Locatian (Address, cross streets., GPS caardinate)
Surv�y company name
Crew chief name
A blank template can be obtained frar� the survey superintendent �see item I al�ove)
S�andard Cit Cui Sheet
Date:
Siaking Method:
LOCATION:
❑ TOTAL
❑ GPS STATI�N
CO�VSULTANi1CONTRACTOR
SURVEY CREW INIT[ALS
Gity Project
Number:
Projec� Namee
❑ OTHER
ALL GRADES ARE TO F'LOWL[NE OR TOP OF GURB 11NL�SS OTH�RWISE NOT�1].
PT # STATIOiV �FFSE1" D�SCRIPTI�N PRQP. STAKED _ CUT + FILL
-LTI+R7 GRADE �L�V.
Documentl
Pag� 15 of 22
�. As-buift Surue
A. Definitian and Purpose
The purpose of an as-built survey is to �erify the asset was installed in the praper lacation
and grade. Furthermore, the information gathered will 6e used to supplement the City's GIS
data and must be �n the proper forrriat when submitted. See section IV.
As-built survey should include the following (additional items may be requested):
Mpnholes
Top of pipE elevations every 250 feet
Horizontal anrl vertical points of inflection, curvature, etc. (All FittingsJ
Cathadic protection �est� statians
Sampling statians
Meter boxes/vaults (Al! sizes)
Fire lines
Fire hydrpnts
Gate valves (rim and tap of nutJ
Plugs, stub-auts, dead-end lines
Air Release valves (Manhale rim and vent pipe)
Blow off valves (Manho�e rim and valve IidJ
Aressure plane valves
Cleaning wyes
Clean outs
Casing pipe (each endj
Inverts of pipes
Turbo Meters
Documentl
page 16 nf 22
B. �xarnpEe Qeliverable
A hand written red IEne by the fielci surveyor is acceptable in most cases. This should be
a copy of the plans with the point n�mber noted by each assQt. ]f the asset is missing,
then the sur�eyor should write "NOT FOUND" to natify the City,
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format. Below is an example spreadsheet that is also acceptable and can be obtained by
reques� firom the survey superintendent.
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Page 22 of 22
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Page i of 4
1
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3 PART 1- G�NERar,
4 I.1 SUMMARY
S
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SECTION 0� i4 �.3
CLEANING
A, Section Includes:
1. Intex-n��diate and final cleaning for Wor1� nat including special cleaning af closed
systems specified elsewhexe
B. DeViations fiom this City of Fart Waz'ila Standard Speci�ication
1. I�Tone.
C. Relatcd Specification Sections include, but are not necessa�ily limited to:
1, Divzsion 0— Bidding Requirements, Contract Forms and Conditions of t.�.e Cont�act
2. Division 1— General Requiz•eznients
3. Section 32 92 13 —Hyd��a-Mulching, Seed'uag and Sodding
1.Z PRTCE AND PAYNIENT PROCEDURE,S
15 A. Measnreinent and Payment
16 l. Work associated with this Item is considered �ubsidiary to the vaeious Itezns bid.
17 No separate payment wi11 be aIlowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINisTRATIVE REQUIREMENTS
20 A. Scheduling
2I 1. Scliedule cleaning operations so that dust and ather cantarn.inants disturbed by
22 cleaning process will not fal.l on newly painted surfaces.
23 2. Sclzedule final cleani�g upon compleYion of Worlc and immediately prior to �nal
24 inspec�ian.
25 1.5 SUBMiTTA,LS [NOT USED]
26 1.6 ACTI�N Si]�i1VIITTALSIINFORMATIONAL SUBMLTTALS [NOT iTSEDI
27 1.7 CL05EOUT SUS117YTTALS [NOT USED]
28 1,8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALTTY ASSURANCE �NOT USED]
1..10 STORAGE, AND HANDLING
A. Stnrage and Handling Requirements
1. Store cleaning prnducts and cleaning wastes in eontainers specifically design�d far
those materials.
CITY OF FORT 'U�/ORTH TRINITY BOULEVARD PH 1
STANDARD CdNSTRLTCTION SPECTFTCATiOhr DOCt.]1VI�NTS CITY PR07EC7" NO. 102101
Ravised July 1, 2011
017423-2
CLEANI3VG
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [N4T i1SED]
2 112 WAItRANTY [NOT USED]
3 PART � - PRODUCTS
4 2.1. OWNER F[JRNISHED (o�z] OWNER-SUPPLIEDPRODCTCTS [NOT i7SEDj
5 �.� MATERIALS
6
7
8
9
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11
12
A, CIeaning Agents
1. Coznpatible with surface being cleaned
2. New and uneontaminated
3. For manufactured suriaces
a. Material recozx�rnended by manufacturer
2.3 ACCES�ORIES [NOT USED]
Z.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUT`ION
14
15
16
17
18
19
20
21
22
23
24
25
2b
27
28
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31
32
31 INSTALLERS [NOT USED]
3.� EXAMIlVATION [NOT USED]
3.3 PREPAI2ATION [NOT USED]
3.4 APPLICATION INOT USED]
3.S REPAIR / RESTORATION [NOT USED]
3.G RE-INSTALLATIQN [NOT USED]
3.'� FIELD [oR] SITE QUALITY CONTROL [NOT U�ED]
3.8 SYSTEM STARTUP [NOT L�SED]
3.9 AD�TiJSTING [NOT USED]
3.].0 CLEANING
A. GeneraI
1. Prevent accumulation af wastes that create hazardous eonditions.
2. Conduct cl�aning and disposa� operakions to comply with Iaws and safety orders a�
gnvez�ni�g authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
stonn or saalitaxy drains ox sewers.
4. Dispase of degradable debris at an approved solid waste disposal site.
5. Dispose of nandegradable dehris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatoxy agencies.
CTI'Y �F FORT WORT%i
STAhIT]AR17 CQNS7'RLICTION SPECIFICATION DOCU:MENTS
Revised ]uly 1, 2Dl 1
TRIlVITI' BOULEVARD PHl
CITY PILOJECT NO. ! 02I01
a � �� �3 - 3
CI,EAIVTNG
Page 3 ofd
1 6. Handle materials i_n a cantzolled maalner vvith as �%w handlings as possible.
2 7, Thornughly clean, sweep, wash and p4lis�a all Wox�k and equipment associated with
3 this proj ect.
4 $. Remove all sigtas af tezzaporazy construetio� and activities incidental to eonstruction
5 of required permanent War1�.
6 9. If project is n.ot cleaned to ihe satisfaction of the City, the C.ity resezves t,�e xight io
7 have the cleaning campleted at t�e e�pense of the Canhactnl�.
8 10. Do not burn on-si��.
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B, Intaz�n�ediate Cleaning during Consiruction
1. Keep Wark az-eas elean so as nat ta hinder health, safety ar con�enience o�'
personnel in �xistit�g facility aperations.
2. �t ma�cimum weekly inter�als, dispose of waste materials, debris and �-ubbish.
3. Confzne const��uctior� debris daily in strategically iocated container(s):
a. Cflver to preven,t talowang by wind
b. Store debris away from cons#�-uction or operational acti-vitzes
c. Hau1 iram site at a�x�iniz�auzb. of once per we�k
4. Vacuum clean interior areas vvhen ready fo z�eceive finish pain�ing.
a. Contin.ue vacuum cl�a.ning on an as-needed hasis, uutil Final Acceptaance.
5. Prior to storm events, thax•oughly clean site of all loose or unsecured items, wlaich
may beco�e airboine or t��ansported by flawiz�.g water dtu•ing the storm.
C. Interi�r Final Cleaning
1. Remove grease, rnast�c, adhesives, dust, dirt, stains, iingerprints, labels an.d atk�er
foreign materials frorn si:ght-expased surf'aces.
2. Wzpe all ligh�ing �ture reflectors, lenses, lamps and trims clean..
3, Wash and shine glazing andmirrors.
4. Polish glossy surfaces ta a clear �lline.
27 5, Ventilating systems
28 a, Clean pernaa.n.ent �lters and replace disposable filters if units were operated
29 dw-ing construction.
30 b. Clean ducts, blowers and coils if units were operated wzthout filfers during
3l construction,
32 6. Replace aI1 burned out lamps.
33 7. Bzoom. clean prnc�ss area floars.
34 S. Mop office arid control rot�rn. flonrs.
35 D. Exterior {Site or Right of Way) Final Cleaning
36 1. Remove trash and debris containers from szte.
37 a. Re�seed areas disturbed by location of trash and debris cantainers iza accardance
38 with �ectian 32 92 13,
3� 2. Soweep roadway to r`emove aIl i•ocks, pieces of asphalt, conerete or any other object
40 that may hinder or disrupt the flow of trafiic along the roadway.
41 3. Clean any interior areas including, but not Iimited to, vaults, manholes, structures,
42 junction boxes and inlets.
GITY OF FORT WORTH TRINITY BOULEVART] PHl
STANDARb CONSTRUCTION SPECIPICATfON DOCUMENTS C1TY PRd7ECT NO. 102101
Revised 7uly 1, 2011
U 1 74 23 - A
CL:EANi1VG
Page 4 af 4
1 4. If no langer required foz• maintenance of erasion facilities, and upan approval by
2 Cify, remove erasion control fiam site.
3 5. Clean signs, Iights, signals, etc.
4 3.11 CLOSEOUT ACTZVITIES [NOT USED]
5 3.12 PROTECTION [N�T LTSED]
6 3.1.3 MAINTENANC� [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8
9
END OF SECTION
Revisiozz Log
DA'I'E NAME �UMMARY O�` CHANGE
zo
CIT'Y OF FORT WORTH
STANBARD CONSTRUCTIdN SYECiFICATION BOCUMENTS
Revised 7uly 1,. 2pi 1
TRINITY BOT,�LEVARL7 PH1
C1TY PR076CT NO. 10210.1
pl 7? 19 - l
CLpSEOUT R�QUIREM�NT,S
Pege L of 3
1
2
3 1'ART 1 � GINERAL
4 1.1 SUNAI7ARY
SECTION 01 '�'� 19
CLOSEOUT REQUIREIv�NT�
S A. Sec�ian Includes:
b 1. The procedure for elosing aut a contract
7 B. Deviatiozas from this City af Fort Worth Standard �peczfication
8 1. None.
9 C. Related ��ecificaiion SeCtions include, bu� are noi necessarily limit�d to:
10 1. Divzsion. 0—Bidding Requiremeiits, Contract Fox•rns an.d Conditions ofthe Contract
11 2. Div�sion 1-- �eneral Req�irements
12 1.2 PRICE ANll PAYMEN� PROCEDUKFS
13 A. Measure�nent and Pay:ment
14 1, Warlc associated wit�i this Item is considered subsidiary to t,�ae various Items bid.
IS No separate paymerat will be allow�d fior this Ttem.
r6 1.� x�,a�nvcEs CrroT vsEn�
17 1..4 A.DNIIlVISTRA"i�'VE REQUTRIIt�FNTS
I S A. Guarantees, Bonds aud Affidavits
19 1. No application for final payment wil] be accepted until all guarantees, bonds,
20 cert�cates, lic�nses and affidavtts required for Worlc or equipment as speci�ed are
21 satisfactorily f�.ed with the Ciiy.
22 B. Release of Liens or CIaims
23 1. No application for fiaa�al payment wiil be accepted until sa.tisfactory evidence of
24 release of liens has been submitted 1:o the City.
25 1.5 SiJBNIITTALS
26
27
a$
29
3a
31
32
A. Submit all required documentation to City's Praject Representaiive.
i.� I�oRrn�TTorr�, suBm��r�,s �oT usEn�
1.7 CLOSEOLIT SLTSNIITTALS [NOT CTSID]
PART � - PRODUCTS [NOT USID1
CTI`Y OF FOR'I' WdRTH TRINITl' SOULEVAIZD P�T1 CLTY
STANbARD CONSTItUCTION SPEC]F[CATION D4CUMEN'I'S PRbIECTNp. 1021Q1
Revised Ma��ch 22, 2021
U1 7719-2
GLQSEdUT IZEQYIIREME�V7'S
Page 2 nf 3
1 PART 3 - EXF]CUITON
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAIVIINATION [NOT USED]
4 3.3 PREPARATION [NOT USID]
5 3.4 CLOSEOUT PROCIDiIRF
6 A. Prior to requesting Final Inspection, submit:
7 l. Pz-oject RecordDocuments in aecordance v�ith S�etion OI 78 39
8 2. OperatiQn and Maintenance Data, ii r�quired, i.n accordance with Seetzon (ll 78 23
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B. Prior to requesting Final Inspection, perform final cleat�ing in accordanee with �ection
Ol 7� 23.
C. FinaIInspection
1. After final cleaning, provide notice to the City Project Representative that the Wor1�
i� completed.
a. The Ciry will make an inrttial Final Inspection with the Contractarpresent
b. Upon con�pletion of this inspection, the City wiIl notify ihe Cantractor, in
writing witbin 1Q business c�ays, of anyparticulars in which tb.zs it�spection
reveals tlaat the Work is defec�ive or incomplete.
2. Upon recei�ving written notice from the City, immediately undertake the Work
requix-ed to re�nedy deficienoies and compl�te the Workta the satisfaotaon af the
Gzty.
3. The Right-af-vWay shall be cleared of alI const�-uetion materials, baxricades, and
temporary sigzxage.
4. LTpan co:mpletion of Work associated with the items listed in the City's wr�tten
notice, it�foz•�t the City tihat t�e required Work has been coinpleted. Upan receipt of
this natzce, the City, ir� the presence of the Contractor, willrnatce a subsequent Final
Inspectian of the project.
5. Provide all special accessories required to place each iter� o.f equipinent in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication o�the equipm�ent
c. Initial fill up of all. c�emical tanks an� fuel tanlcs
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as requr�ed for initial stari-up and operation of alI
equiprnent
38 D. Notice ofr Prroject Compleiian
39 1. Once the City Pxoject Representative f�ds the VJork subsequent to Fiaa.al Inspection
40 to be satisfactory, the City will issue alloiice of Project Completion (Crreen Sheet}.
�1 E. Supporting Dacumentation
CiTY DP FORT WQRTH TRINITY BqULEVARD PII1
STtiTTDARD COI*ISTRUCTION SPECIF'TCATIOIV ndCLfMENTS C1TY PA0IECTIVO. 102IQ1
Revised Ma��l� 22, 2021
Ol 77 19 -3
CLQSEOUT REQLJIR�M�IVTS
Page 3 of 3
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1.0
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17
1$
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25
I, Caordinate with t�e City Project Repres�ntative to complete the following
additional forms:
a. Final Paym�nt Request
b. Statement of Cantract Tun�
c. Affidavit of Payxxaent and Release of Li�ns
d. Consent af Surety to Final Paynaent
e. Pipe Repoft (i£required)
�. Contractor's Evalua�.on oi City
g. Per�oxzaaaz3ce Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review ar�d acceptance o�'Notice of Project Completion and Supporting
Documentation, in aceordance with Genex•aI Conditions, City wiil issu� Letter of
Fitial Acceptance and release the Final Payinent Request £oar pa�xa.ent.
3.� REE�AIR / RFSTORATION [NOT iTSID]
3.6 R�IN�TALLAT[�N [NOT IISID]
3.i FIF.I,D [o�z] S�TE QUALITY CONTROL [NOT USID]
3.S �YSTFIVI STARTUP jNOTUSID]
3.9 ADJUST[NG jN�T USID]
3.1Q CLEAlVING [NOT ilSII}]
3.11 CLO,SEOUT ACTNITIFS [NOT USID]
3.12 PROTECT�[ON [NOT USID]
3.13 MAINTENANCE [NOT USID]
3.14 ATTAC��VVIEN'� [N�T USED]
END OI+ SECTION
Revision Log
DATE NAME SUMMARY aF CHANGE
3/22/2021 M Owen 3.4 C. Added lapgc�age to clarify and einphasize z-equirement to "Clearing ROW"
26
CITX OP FORT WOItTH
STANDARD CONSTRUCI'IqN SP�GTF'ICATION DOCUMENTS
Revised Marcli 22, 2Q21
T1ZII�ITT'Y �OTIL�VARD PHl
CTTY PROJECT NO, ] 02161
oa 7az3-�
�PERATIQN ANI] MAINTEI3ANCE DATA
Paga 1 of 5
1
2
SECTION 01 �8 23
OPERATION AND MAINTENANCE DATA
3 PART1- GENERAL
4 1.1 SUNiMARY
5 A. Secfion Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnisl�ed under Con��act
S 2. Such products may include, but are not lixzaited to:
9 a. Traf�"ic Conkrallers
] 0 b. Irrigation Cant�•ollers (i;o be operated by the City}
1 I c. Butterfly Valves
12 B. Deviatians from this City of Fort Woi�th Standard �pecifieation
13 i . None.
14 C. Reiated Specification Sectzons include, but are not necessarily limited ta:
15 1. Di�ision 0— Biddiztg Requixements, Cantract Fo�ms and Conditions of the Contract
16 2. Division 1— General Requirements
�7 1.� PRICE AND PAYMENT PROCED�JRES
18 A. Mea,sure�ent and Payment
19 ].. Work assaciated with this Item is considered suhsidiary to the variau,s Ite�aas bid.
2� No separate paymer�t will be allnvcred for this Itexn..
21 l.� REFERENCES jNOT USED]
22 1.4 ADMIN�STRATIVE REQi]1REMENTS
23 A. Scl�edule
24 l. Submit manuals in ivlal Form to the City �thin 30 calendar days of product
25 shipment to the prajeet site.
26 1.5 SUBMITTALS
27 1�. SubmittaIs shall be in accardance wifh Section O1 33 OD . All submittals shalI be
28 approved by the City przor ta delivery.
29 1.6 TNFORMATIONAL �i7BMITTALS
30
31
32
33
34
35
3b
37
A. Submittal �orm
1. Prepare data in fo�tn of an instructional manual for use by City persannel.
2. Fortnat
a. Size: 8 1/z inch�s x 11 inches
b. Paper
1) A�0 pound minimum, white, for typed pages
2) Ho1es reinforced wzth plastic, clath ar metal
c. Text: Manufacturer's printed dafia, or neatly rypewritten
CPI'Y OF F�RT Vv QRTA
STANDARD CONSTRUCTION SPECIFICATION DDCUh�.N'1'S
Revised Decem6er 20, 2012
TRINITY SOl1LE'VA12D PH 1
C�TY PROJECT N0, 1 D2101
oi�s2�-z
OPERATIQN AND MAIi�1TENANCE I]?:TA
Page 2 af 5
]
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�, D1aW1I1�5
1) Provide reinforced punched bindar tab, bar�d in witJs text
2) Reduce larger dravvings and fald to size of text pages.
e. Provide fly-leaf for eac11 separate product, or each piece of operating
equxpment.
1} Provide typed description of product, and major component pat-�s of
�qtiiigment.
2} Provide znde�ed tabs.
f. Cover
].) Identify each volume with ryped or printed title "OPERATING �ND
MAINTENANCE iNSTRUCTIQNS".
2} List:
a) Title ofPraject
b) rdentity af separaie struct�u•e as applicable
c) Zdentity of general subject matter cavered in the manual
3. Binders
a. �ommercial quality 3-ring binders with durable and cleaziable pl.astic cove:rs
b. When multiple biz�dex-s a��e used, carrelate the data into related consistent
groupings.
4. If available, pravide an electronic form of the 0&M Manual.
B. Manual Contenf
1. Neatly typewrit�en tabl� of cantents fox• each volu.tne, arranged in systema�ic order
a. Contractor, name of respansible principa.l, address and telepk�one numbe�•
b. A list of each product z-equired to be incltiided, indexed to content of the volume
c. List, with eacll product;
1) 'I'he natne, addzess and telephone number of the subcontractor or installer
2) A list of each product xequired to be included, i�.dexed io content of the
volume
3) Identify area of responsibility of eaeh
4) Local sourca of supply for parfs and replacement
d, Identify each product by p:roduct :name and other identifying symbols as set
fort� in Contraet Doc�unents,
2. �xodu�t Data�
a. Include only tl�ose sheets which are pertinent to the specific praduct.
b. Annotate each sheet to:
1) Clearly id�ntify speci�c product oz part installed
2) Clearly identify data applicable to installatian
�) Delete x.eferances to inapplicable inforrnation
3. Drawings
a. Supplement product data with drawings as necessaiy to cIearly illustxaie:
1) Relations of cozn�ponent pa��ts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with in�ormation in Praject Record Dacuments to assure
correct illustration of completed installation,
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement prodtzct data fnr the particular in�tallatian:
a. Organize in consistent format under separate i�eadings �'or different pracedures.
b. Provide logical sequence af instructions of each procedure.
CITY OF F012T WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCIIMENTS
12ev9sed Decemher 20, 2012
TRiNITY BOULEVARb PHI
CITY PRO.TL�CT NO. 102101
0 ] 78 23 - 3
OP�RATIqN ANT] MAIN'I`�'I�IANCE DATA
Faga 3 of 5
1 5. Copy of each warxab.ty, bo�d �nd service contract issued
2 a. �z'avide infoL7nation sheet for City personnel giviung:
3 1) Pt-aper procedures ib. e�ez�t of failure
4 2) Instances whzcla might affect valiriity of wananties or bonds
5 C. Manual for Materials and �'inishes
6 1. Submit 5 copies af camplete manual in fnal for�.
'1 2. Content, for architectux'al products, applied materials and finishes:
8 a. Ma�ufaciurer's data, giving full inforrriation on products
9 1} Catalog nu�nbez, szze, composition
10 2) Color and texture designaiions
11 3) Information requu•ed for reox•dering special manufactu�-ed products
12 b. Instructions �'or care and maintenance
13 1) Manufacturer's recommendafion forr types of cleaning agents and methods
14 2) Cautions �gainst cleaning agents and methods which are deizimental to
15 pxoduct
16 3) Recommended schedule %r cleaning and maintenance
17 3. Content, for moistlue proteciion and r�vea#he�• exposure products:
] 8 a. Manufacturer's datia, givang full informatian on �roducis
19 1} Applzcable standards
Za 2) Chemical composition.
21 3.) Details of ixxstallatian
22 b. Instruetions foi inspection, maintenance arnd zepair
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
4b
47
48
D. ManuaI for Equiprnent and Syst�ms
1. �ubrriit 5 copies of complete a7anual in �zaal farm.
2, Content, for each unit af equipment and system, as appropriate:
a. Description of w�it and compQnent parts
1) Function, narnzal operatiug characterristics and limiting conditions
2) Performance curves, engzzaeering data a.r�d tests.
3) Cozx�plete nomenclat�.u-e and comm�rcial n�ber of replac.eable parts
b. Operating procedures
I) �tart up, brealc-in, roukine and normal operating instructions
2) Regulatian, control, stopping, shut-down and �emergeney instructions
3) �aum�ner and winter operatitjg inst��uctians
4) Special operatzzag instructions
c. Maiaatenance procedures
1} Routine operations
2) Guide to "ix'ouble shooting"
3) Disassembly, repair and reassembly
A�) Alignment, adjusting and checking.
d. Seivicing and lubricati�on schedule
1) List of lubricants required
e. Manufactur�r's printed aperating and maintenance instructions
f. Description of sequence of operation by coil�ral r►�anufacfurar
1) Predicted li% afparts subject to wear
2j Ttems r�comz�ended to be staciced as spare parts
g. As installed contro! diagraxns by cantrols manufacturer
h. Each contractar's coordination drawings
1) As insialled color coded piping diagrams
GITY OF FO1ZT WORTH
STAM7ARD CQItlSTRUCTION Si'ECiFICATION DOCUMENTS
Revised Decem�er 20, 2012
TIZiNITY BOULEVARD PHl
CI'I'Y PR07ECT Np. 102101
O17823-4
OPERATION AND MAINT�NANCE DATA
Page 4 of 5
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3. Cnntent, for each eiech-ic and electronic system, as appropriate:
a. Descf�iption of system and companent parts
I) Function, noz-ma1 operating characte�istics, and limiting condztions
2) Pei�ormance curves, engi�►eering data and tests
3} Complete nomenclai�ue and cominercial number of z-eplaceable pai�ts
b. Circuit directories of panelbvards
1) Electrical sei-vice
2} Cantrols
3} Coznmunicatians
c. As installed coloz• caded wiring diagrams
d. Operating pracedl.u•es
1) Rautizze �.nd nor3nal operating instructions
2) Sequencesrequired
3) Special ap�rating ins��uctions
e. Maintenance proceduu�es
] ) Routine operations
2) Guide to "t�rouble shaoting"
3) Llisassembly, repau and reassez�ably
4) Adjustrr�ent and checking
f. Manufacturer's prin�ted operatit�g and maintenance instructzons
g. List af oxiginal manufacturer's spare parts, �nanufacture�•'s cu�•rent priees, and
recomrr�ended quantities to he maintained in storage
1�. Othex data as recluired uiider pertinent Sections o� Specifications
4. Preparc an:d include addi�ional data when the need far such data becornes apparent
dut-ing instruction o£ City's persan�eI.
Char� of valve tag numbers, with locat�an az�d fiinctian of �ach val.v�
List of original manufactuzez's spare parts, n�anufacturer's cu�x•ent prices, and
xecornmended c�uantities to be maintained in stox•age
Other data as z•equu•ed under pertinent Sectzons of Specificatiozas
30 L7 CLOSE�UT SUBMTTTALS [NOT U,SED]
31 X.S MAINTENANCE MATERi�I, SUBMTTTALS [NOT USED]
32 �..9 QUALITY AS.5URANCE
33 A. Pravide operation and maintenance data by personnel with the following criteria:
34 1. 'I':rained and experienced in mazntenance and operafion of described produc#s
35 2. Skilled as t�chzxical writer to the extent required to commup.i.cate essential data
36 3. Skilled as draf�srnan co�xapetent to prepare required d��awings
CITY OF FOIZT WflRTH TRINITY BOUi.EVARD PH1
STANDARD CONSTRLTC7'TQN 3PB�IFICATION DQC:UMEN'I'S CITX PROJECT NO. 102101
Revised December 20, 2012
p17$23-5
OPERATION ANA MAINTENANCE DATA
Page 5 of S
1 1.10 DELI'VERY, �TOR.AGE, A.ND HANDLING [NOT i7SED�
2 1.11 FIELD [SITE] CONDITI�PVS [NOT USED]
3 1.I2 WAItItANTY [NOT USED]
4 PART 2- PRODUCTS [N�T USED]
5 �'ART 3 - EXECUTION [NOT USED�
6 END OF �ECT�ON
7
Revision Log
DA'Z'E NAME SUMMARY OF C�IANGE
8/31I201.2 D. 7ohnsan I.S.A.1— title af section removed
CPI`Y OF FdRT WORTH T'R.INITY BOULEVt1RD PHl
S"T'ANDARD CdNSTRUCTION SPECIFICATION DOCUIVf�NTS CTI'Y PRaJECT NO. 102101
Revised Decemher 20, 2012
017839-1
PRQ7ECT RECORD DOCiIMENTS
Page 1 af 4
1
2
3 PART I- GENERA i,
4
5
6
7
8
9
10
1I
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1.1 SUNIlI7ARY
SECTIQN Ol 78 39
PROdECT RECORD DOCiIMENTS
A. Sectzan Includes:
1. Woik associated with the Qocumenting the projec� and recording changes to praject
documents, including:
a, Recard I]rawings
b. Water Meter 5ervice Reports
c. Sanitary Sewer Service Reports
d. Large Wa#er Niete�- Reports
B. Deviations from this City af Fort Warth Standaat•d Specificatinn
1. None.
C. ReIated Specii'ication Sections include, but are not �ecessarily Iit�aited to:
1. Diviszon Q— Biddzng Requirement�, Cont�:act Forms and Conditions of the Contraci
2. Division i— General Requu�e�nents
I.� PRIeE AND PAYMENT �ROCEDURES
18 A. Measurement and Payment
19 1. Work associated wit� this Itein is considered subsidiaiy to the various Itenn� bid.
20 No separate paytxzex�t will be allowed for thi� It�m.
21 1.3 REFERENCES [NOT USED]
22
23
1.4 ADNIINISTRATIVE REQUIREMENTS [NOT USED]
1.� SUBMITTALS
�.A� A. Prior to submitting a rec�uest fox Fznal Inspection, deliver Praject Record Documer►ts ta
25 City's Project Represenfative,
26 1.6 ACTION SUBMITTAL�/INFORMATIONAL SUBNnTTALS [NOT USED]
27
i�:3
�
30
3I
32
33
34
35
36
1.7 CLOSEOUT SUBNIITTAL� jNOT USED]
1.8 MATNT�NANCE MATERIAL �LTBMITTALS [NOT USED]
1.3 QUALITY ASSIIRANCE
A. Accuracy of Records
I. T�oxoughly coordinate changes within the Record Documents, making adequate
and proper enh-ies on each page of Specificat�ons and each sheet of Drawings and
other pocurnents where such entry is required to show th.e change properly.
2. Acc�ax�acy of records shall be such that futu�a search for items shown in th� Cont�act
Dacuments may rely reasonably on infor�mation obtained froin the approved Project
Record Documents.
CITY OI' PU1tT WaRTH TRIN[TY BOULEVARb PI�1
STAN�ARD CON5T�2UCTION SPECIFICATION DOCLTMEN`I'S CITY PR07ECT NQ. ] 02101
Etcvised 7uly 1, 2D 1 I
017834-2
P120J�CT RECaRD DOCUM�NTS
Pmge 2 of 4
1 3. To iacilitate accuracy of records, �na�e entries within 2�4 �nurs afier reeeipt of
2 infoz�ation that the change has occun'ed.
3 4. Provide factual inforrnation �-egarding alI aspects a�'the Work, both concealed and
4 visible, ta enabl� future modification af the Work to pi-oceed witho�zt Iengthy and
5 expensive site measuaement, investigation and examination.
6 I.10 STORAGE AND HANDLING
7 A. Storage and Ha.ndling Requirernents
8 1. Mainta�in the j ob set o� Record Documents completely pratected from deterioration
9 and fiom loss and damage until completion of tb.e Work and transfer of all reeorded
l0 daia to the iinal Project Record Documents.
1 i 2. In the �vent of loss of �•ecorded data, use means necessaly to again seclue the data
12 to I:he City's approval.
l 3 a. In such case, provide replacernents to the standards originaIly required by #,�e
14 Contract Docume:nts.
15 Lll FIELD [SYTE] CONDITIONS [NOT U�EDj
I6 112 WARItANTY [NOT �C]SED]
17 PAR.T Z - PRODUCTS
18
19
20
�r
22
�.1 OWNER-FURIVISHED [o�z] OWNER-SUPPLIED PRODUCTS [NOT U�ED]
2,.� RECORD DOCUMENTS
A. rab S�t
1. Pronaptly fallowing receipt Qf the Notice to Proceed, secure from the City, at no
charge ta the Cantracl:or, 1 complete set o� aIl Documents comprising the Contract.
23 B. Final Record Document�
24 l. At a time nearing the completion of the Work and prior to Final Inspection, pro�vzde
25 the City 1 conaplete set of all Fina1 Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALYTY C4NTROL [NOT USED]
28 PART 3 - EXECU'I�iON
29 3.1 INSTALLERS [NOT USED]
30
3I
32
33
34
35
3.� EXANIINAT�ON [NUT IISED]
3.3 PREYARATIDN [N�T II�ED]
3.4 1VMAINTENANCE DOCUMENTS
A. Mainienance o� Job Set
1. Tmmediately upo� receipt of the job set, identify each of the Docu�ments with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH
STANBARD CONSTRUCTTON SPECIFICATIOIV DOCUM�NTS
Revised luly 1, 2D11
'I'RINIi'Y BOULEVARD PH1
CTTY PI20.[ECT �i�IO. 1021U1
017839-3
PROJk�CT RECORD DOCUNtENTS
Page 3 nf4
i 2. Presei�ration
2 a. Cansidei7ng the Contxact completic�n time, the probable number af accasions
3 upon �rhich th� job set must be taken out foz• new entries and for �xamination,
4 and the candi�ions under which these activities wi1l be perfaxt�ed, devzse a
5 suitable method for protecting tlae job set.
6 �. Do not use the j ob set for any pLu•pose except entey of new data and for review
7 by the City, until stazt of trazlsfe� of d�ta to final Project Record Documents.
S c. Mai�ntain �lie jnb set at the site of �ork.
9 3, Coo�dinatioza with Consi�uction Suivey
10 a. At a minimum, in accordanee with the intervals set farth in Section O1 71 23,
11 c�early mark any de�iations fi-om Contract Dacurrzents assoeiated with
12 installatian of the infi•astructure.
13
14
i5
I6
17
18
19
2a
4. Making en1�-ies on Drawings
a. Racard any deviations fi-om Contract Docume�ts.
b. Use an erasable colared pe�cil (not ink or indelible peneiI), clearly describe the
change by �raphic lin.e and n�te as requu•�d.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn araund the area or areas affected.
e. In tlae evez�t of overlapping chan,ges, use different colors for the overlapping
changes.
21 S. Conversinn of schema�ic layouts
22 a. In some cases on f�ae Drawings, arrangements of conduits, circuits, piping,
2� ducts, and similar items, are shown schezx�.atically and are not intended to
24 portray precise physical layout.
25 1) Final physical ac7angement is detextnined by the Cor�t�aetor, suhject to t�e
26 City's approval,
27 2) Hflwever, design of �'utut•e zzladi£ica�ians of the facility may requue
28 accurate informatia� as ta the final physical layout nf items which are
29 shown only schezn.atically on t1�e Drawings.
30 b. Show nn the job sct of Record Drawings, by du�ension accurate to within I
31 ineh, the centerIitae of each run of items.
3�. 1) Final physical arrangement is detertnined by the Con#ractor, subject to the
33 Cit�'s appxnval.
34 2) Show, by symbal or nat�, t�.e vex�tical locaiion of the Item ("under slab", "in
35 ce�lzzag plenum", "exposed", a.nd the li1�e).
36 3} 1Vsalse all identificatia� sufficiently descriptive that it may be related
37 reliably to the Specificati�ns.
38 c. The City may r�vai�'e the requirements for conversion of schematic layouts
34 where, in the City's judgment, conversion serves no useful p�arpose. However,
4a do not rely upon vvazv�rs being issued exeept as speci�ically issued in �nrritirag
41 by the City.
42 B. FinaI Project Record Documents
43 1. Teansfer of data to Drawings
44 a. Carefully transfer ckange d�.ta sho�vn on the job set of Record Drawings to the
45 corresponding final documen.ts, coardinating the changes as required.
4b b. Clearly indicate at each affected detail and other Drawing a full d�scription of
47 changes made durin� constructzon, and the actual lacati�n of items.
CTT'Y OP I'ORT WORTH TRINITY BOLTLEV�tD PH1
STANDARD CONSTBUCT'TOI�I SPECIFTCATIqN aOCUNfENTS CITY PR07ECT NO. 1 Q210]
Re�ised July 1, 2011
017839-4
PROJECT RECORI7 pOCUMENTS
Page 4 of 4
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c. Ca1I attention to each entxy by drawi�g a"cloud" arQund the a�-ea or areas
affected.
d. Make changes rieatiy, consistently and with the propei rnedia ta assiu-�
longevity and clear reproduction.
2. Transfer of data to other L�ocument�
a. If the Documents, other than Drawings, have b�en kept clean duz-ing pxagress of
t�e Wark, and if eniries thereon have been ordertJ.y to ihe approval of the City,
the job set o�those Docunnernts, other than D�awings, will be accepted as �nal
Record Docuzxzents.
b. If any such Doc�ament is nnt sfl approved by t�e City, secure a new copy of that
Dac�ment fi-om the City at tb.e Cit�'s usual charge for reproduction and
habdling, and caz•efully t�•ansfer the change data. to the new copy ta the approvai
of the City.
3.� REPAZR 1 RESTORATION IlVOT U�ED]
3.6 RE-INSTALLAT��N [NOT USEDI
3.7 FIELD [oR] STTE QUALITY CONTROL [NOT USED]
3.� SYSTEM STARTUP [NOT �CTSED]
3.9 ADJLTSTIl�TG [NOT USEI1]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTN�TJE,S [NOT USED]
�.12 PROTECTION [NOT i7SED]
313 MAINTENANCE [NOT �C7SEDj
314 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Lag
DATE NAME SUM[VIARY OF CHANGE
26
CITY pE PC)RT WOR'T'H
STANDARD CONSTR[]CTION SP�CiFIGATIO?�I Dt7CUMENTS
Revised duly 1, 2011
TRINITY BOULEVARD PH1
CITS' PROdECTNO. 1D2101
0241 l4- 1
U'TILITY RE1I�OVAL/ABA%IDONMEIIT
Page l of 37
1
2
3 �'ART 1 - GENERAI,
4 1.1 SUMMARY
5
b
7
8
9
10
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19
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3 �,
33
34
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36
37
OSECTION �2 41 �4
UTIT.ITY REMOVALIABANDONMENT
A. Sect�on In.cludes:
1. Direction far the remaval, abandonm�nt or salvaging of the following utilities:
a. Gathodic 1'rat�ction Test S�ations
b. Water Lines
c. Gate Valves
d. Water VaI�es
e. Fire IIydrants
f Water Me�ers and Meter Box
g. Water Saznpling Statian
h. Concret� Water Vaults
i. Sanztary Sewar Lznes
j. Sanitary Sewer Manholes
k, Sar�itar�y Sevv�x Junction Baxes
I. Storm Sewer Lines
in, Stoi�n Sewer Manhole Risers
n. Storm Sewer Junction Boxes
o. Starm Sewer Tnlet,�
p. Box Culveirts
q. Headwalls and ,Safery End Treatinents
r. Trencll Di�itls
:
C.
Deviations from this City of Fort Warth Standard Specification
I. Added I.�.A.Lc.4)
2. Added 3.4.3.B.d
Related Specification Sections include, but ar� not necessarily limited to:
1. Di�ision 4— Bidding Requirements, Contract Fot•zns and Conditions of the Coniract
2. Division I— General Requirements
3. Section 03 34 13 — Gontrolled Low Strength Material (CLSM)
4, Section 33 OS 10 — Utility Tx•anch Excauat�on, Embedment and BackFill
5. Section 33 QS 24 — Installafiion of Carrier Pipe in Casing ar TunneI L'aner Plate
6. Section 33 11 11 —Ductile Tron Fittings
7. Sectian 33 11 13 — Concrete Pressure �'ipe, Bar-wrapped, 5tee1 Cylinder Type
S. Section 33 11 14 —Buried Steel Pipe and Fiitings
9. Sec�ion 33 12 25 — Connection to Existing Water Mains
3S 1.2 PRICE AND PAYIVIENT PROCEDURES
39 A. Utility Lines
40 ].. Abax�.danznent of Uiility Line by Grouting
CITY QF FQRT WOAT'H TRTNITYI30ULEV.2RL) PH 1
STANDARD CONSTRUCTION SPECIEICATION DOCUMENT� CITYPRQTEC7'No, 102101
Revised Decemher 2Q, 2012
024I [4-2
UTILI'TY REMOVAL/ABANT]ONMEN3'
Page 2 af 17
1
2
3
4
S
b
7
8
9
10
11
12
13
l4
15
16
i7
1$
19
20
21
22
23
24
25
26
�7
28
29
30
31
32
33
34
35
36
37
38
39
4Q
41
42
43
44
45
46
47
48
a. Measurement
1) Measurement foi• this Itein shall be per cubic ya�•d of existing utility line to
be grouted. Measure by tick�ts showing cubic yards of grout applied.
b. Pay:rs�ent
1) The work perfoimed and mate�ials fu�rnished in accozdance wiih this rtem
and measured as provided under "Measurement" shalI be paid for at the
unit price per cubic yard af "Line Grou�ing" for:
a) Various types of utility lzne
c. The price bid shall inciude:
1) Low density cellular grout or CLSM
2) Water
3) Pavemen� rernoval
4} Excavatxon and Pi e Remo�val for Grout Verification
5) ExcaVation
6) Hauling
7) Disposal of excess materials
8) Furnishing, placement and compactian of backfill
9) Clean-up
2. Utility Line Removal, Separate Trench
a. Measurement
1) Measure�x�rent for this rtem shall be per linear foot af existing u�ility line ta
be temaved.
b. Payment
1) The worIc performed and materials furnished in acc�ordar�ce wit11 this Item
and measured as provided under "Measurement" shall be paid for at ihe
unit price bid per linear foot of "Remove Line" for:
a) Variaus types of existing u�ility line
b) Various sizes
c. The price bid shall include:
1) Remova� and disposal oiexisting utility pipe
2) Favernent removal
3} Excavatian
4} Hauling
S} Disposal nf �xcess zx�aterials
6) Furnishing, placement and campaction. of bacicf"t!1
7) Glean-up
3. Utility Line Removal, Sazxae Treneh
a. Measurerr�ent
I) This Item is considered subsidiary tihe proposed utiliiy line being insialled.
b. Payment
1) The work perfarmed and materials fi�rnished in accordance with this Item
are subsidiary to the installation af pxopased utility pipe and shall be
subsidiary to the unit price bidper linear foot oipipe con�plete in place, and
no ather compensation will be ailowed.
4. Manhole Abandonment
a. Measur�ment
I) Measurerr�ent far this Item will be per each manhole to be abandoned.
b, Payment
CITY OF FORT WORTH
STANI]ARD CONSTRUC`1'IOl� SPECIFICATIOAI DpGUMENTS
Revised December 2Q, 2012
1 RINITYBDULEVAR73 PH 1
CITY PRO.IECT No. IOZ10I
0241 14-3
UTILITY REIvIp�+AL/ABANDaNMENT
Page 3 of 17
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1$
T9
20
2I
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
4a
41
42
43
44
45
A�6
47
48
49
5.
l.) The vv�rk performed and materials furnished in accordance witl� this Ite�n
and measurac[ as provided under "Measurement°' shall be paid for at �e
unit price bi.d per eac�a "Abandon Manhole" for:
a) Various diam�ters
b) Various types
c. The price bid shall include:
I) Removal and dispasal o�'ix�anhole cone
2) Removal, salvage and delivery of frame and co�er to City, if applicable
3} Cutting and plugging of e�i��ing sewer lines
4} Cancrete
S} Acceptable zx�aterial fnr back€illing manhole void
6) Pavement remaval
7j Excavation
8) Hauling
9) Disposal of excess materials
10) Furnishing, placeinent a�d caxnpaction of backfill
1 I) Suxiace restoration
12) Clean-up
Cathodic Test Statian Abandot�n�ent
a. Measurement
I) Measurement for tkais Itiem will be per each cathodic test station ta be
abandoned.
b. Payrnent
1) The work performed and materials �ur�ished in accordance with this Item
ar�d naeasur�d as provided tYnder "Measurement" slaall be paid far at the
unit price bid per eack� "Abandan Cathodic Test Station".
c. The price bid shall include:
1} Abandon cathodic test statia�n
2} CLSM
3} Pavement remaval
4) Exca�ation
5) Hauling
6) DisposaI of excess materials
7) Furnishing, placement and compaction of back�ill
S) Clean-up
B. Water Lines and Appurtenances
1. Installatian of a Water Line Pr�ssure Plug
a. Measurement
1) Measurement for �is Item shall be per each presstare plug to be �n�talIed,
b. Payment
1) The work perfolmed and materials furnished in accoxdance with this Ii:em
and measured as pravided under "Measurernent" shall be paid for at the
unit price bid fo�� each "Pressure Plug" installed for:
a) Vaz'ious sizes
�. The price bitf shall include:
1} Furrr.ishing and installin� pressure plug
2) Pavement removaI
3) Excavation
4} Hauling
CTTY OF FORT WORTH
STANDARI7 CQNBT'I2CJCTIOI�! SPECIFICATION DOCUMENT3
Revised Decemher 20, 2012
TRIIVITYBOULEV�RD P13 1
CITYPR�JECTNo, 102101
0241 14-4
UTII.ITY REMO VALIABANDON11t[E�IT
Fage 4 of 17
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z
3
4
S
6
7
8
9
1D
11
12
13
].4
I5
16
17
18
19
20
21
22
23
24
25
2b
27
28
29
30
31
�2
33
34
35
3�
37
38
39
40
4I
42
43
44
45
46
47
48
2
S) Disposal af excess inaterial
6} Gaskets
7} Bolts and Nuts
8} Fuinishing, place�nent and cornpaciion of ernbedznent
9) Furnishing, placeinenf and co�npaction of backfill
10) Disinfectia n
11} Testing
12) Clean-up
Abandonment of Water Line by Cut and installation of Abandonmen.t Plug
a. Measureznent
1) Measurement for this Item shall be pe�• each cut and abandanment plug
insta�led.
b. Payment
1) The work perfoimed and materials furnished in accordance with this Item
an.d z�aeasured as pravided und�r "Measur�ment" shalI be paid far at the
unit price bid for eacIi "Water Abandanment Plug" inst.�lled far;
a) Various sizes
c. The price bid shall include:
1) Furnishing and installing abandonnr�ent plug
2) Pavement removal
3) Excavation
4) Hauling
5} cLSM
b) Disposal of excess material
7) Furnishing, placement and compaction afbackf'ill
8) Clean�up
3. Water Valve Rernoval
a. Measurement
1) Measu�•ennent for this Item will be per eaeh water valve �o be remo�ed.
b. Payment
1) The work perfox-�aaed an�i materials furnished in accordance vtrith this Item
and measured as provided under "Measurement" sha11 be paid for at the
unit price bid per each "Rernove Water Valve" for;
a) Various sizes
c. TIae price bid shall include:
1) Removal and disposal ofvalve
2) CLSM
3) Pavameni removal
4) Excavatifln
5) Haulzng
6) Dispasal of excess materials
7) Furnishing, placennent and cotzapaction af backfill
8) C1ean-u.p
4. Water Valve Removal and Salvage
a. M�asurement
1) Measurement for this Item wiIl be per each water va�ve to be removed and
salvaged.
b. Payrrient
CITY OF FORT WORTH
S'I'ANDARD CONSTRUCTIO?1 SPECIFICATIpN DOCUMENTS
Ttevised Deeemher 20, 2012
TRINITYBOULBY�9RD PH 1
GITYPROJECTNo. l02101
oaai ��a-s
UT[I,ITY RLaMD�AL/ABANDONMENT
Page 5 of 17
]
2
3
4
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49
1) The woriz perfoz•med and nnaterials furnisl�ed in accordarrce with this Item
and measured as provided under "Measurez�nent" shall ba paid for at the
unit price bid per each "Salvage Water Valve" far:
a} Various sizes
c. The price bid shall include:
1} Removal and �alvage Qf valve
2} CLSM
3) Delivezy to Cit�
4) Pa�ement reinoval
5) Excavation
�) Hauling
7) Disposal of excess materials
8) Furnishing, p�acement a.nd compact�on of bac1��I1
9) Cl�an-up
5. Water Valve Abandonrxient
a. Measurernent
1) Measurement for this Item will be per each water valve ta be abando�ad.
b, Pay�nent
1) The work performed and materials furtlished in aecordance with this Item
a.n.d �xi.easured as provided under "Measure�nent" shal] be paid for at �e
unit price bid per each "Abandon Water Valve" for:
a) Various Sizss
a The price bid shall include:
1) Abandonmentofvalve
2) CLSM
3) Paveinent removal
4) Excavation
5) Hauling
6) D�sposa! of excess materi�ls
7) �'urnishing, placement and cornpaction of bacicfill
$) Clean-up
6. Fire Hydrant Rernoval and Salvage
a. Measurement
1) Ivleasurement for �his Item wilI be per each fire hydz�nt to be removed.
b. T'ayment
1) The work pezfoxxned and materials iurnished in accordance with this Itein
and measured as provided under ``Measurement" sha11 be paid for at the
u�ait prica bid pex each "Salvage �'ire Hydrant".
c. The price bid s�all include:
1} Removal and salvage of fire hydrant
2} Deli�ery to City
3) Pavement rernoval
4} Excavation
5} HauIing
6} Disposal of excess materials
7) Furnishing, placement and compaction of backfill
8) CI�ara-up
7. Water Meter Removal and Salvage
a. Measurement
CITY OP F'ORT W04tTT�I
STANIJARD CONSTRUCTION SPECIF3CATIOI+F DQCUMENTS
Revised December 20, 2012
T�tINITYBOULEYARD PFI I
CITY PRO,TECT No. IOZ101
0241 [4-5
UTILITY REME}VALIABANIION11+iENT
I'age fi of 17
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2
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6
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9
10
il
i2
13
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I5
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17
18
I9
20
21
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23
2A�
25
2(
27
28
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36
31
32
33
34
35
36
37
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39
40
41
42
43
44
45
�F6
47
4$
49
1) Measureinent for this Item will be per each water inetex to be ren�ov�d and
salvaged.
b. Payrment
1) The work parFoi�rned and materials furnished in accordatace wit11 this Ite�n
and ineasured as protTid�d under "Measu�rernent" sIaall be paid for at the
unit price bid per each "Salvage Water Meter" for:
a) Various sizes
2) If a"Water Meter Service Reiocate" is pez•�ormed an accordance with
Sectian 33 12 10, remaval and salvage or disposal of the existing {2-inch or
smaller) water meter shall be subsidiary to the cost of the "Water Meter
Service Relocate", no athez• compensaiion will he alSawed.
a The price bid shall incIude:
1) Rernoval and salvage of water meter
2) Delivery to Ciiy
3) Pavement removal
4} Excavatian
5} Hauiing
6} Disposal of excess materials
7) Furnishing, plac�ment and eo n:xpaeiion of backfill
8) Ciean-up
8. Water Sanapling Statian Removal attd Salvage
a, Measurement
1) Measu�ement for this Iterb. will 6e per each water sampling station to be
remaved,
b. Payment
1) The work perfoi�ed arnd materials furnished in accordance witT� this Itern
and measured as provided under "M�asurement" slaall be paid for at the
unit price bid per each "Sal�vage Water Sampling Station".
c. The price bid shall include:
1} Rerno�al and salvage ofwate:r satx�.plzng statian
2) Delivery to City
3) Pavement removal
4) Excavation
5) HauIing
6) Disposal of excess materials
7) Fumishing, placcm:ent an.d corr�paetion of bacl�'�11
8) Cl�an-up
9. Cancrete Water Vault Rerr�oval
a, Measurement
1) Meas�rezxzent �'or this Item will be per each concrete water vault ta be
remo�ed.
b. Payment
1} The work perfarmed and materials furnished in accordance with this Item
and measured as provided urid�r "Measure�nnent" shall be paid for at the
unit price bid per each "Rennave Concrete Water Vault".
c. The price bid shalj include:
1) Removal and disposaI of conczeie water vauit
2) Remo�ral, salvage and delivery of frame ar�d cover to City, if applicable
3) Removal, salvage and delivery of any vaIves to Ciiy, ifapplicable
CPI'Y OF FORT WQRTI-1
STANI]Altl] C�NSTRUCTIDN SPECIFICATfpN DOCIIMENTS
Revised December 20, 2UI2
7"17INITYBOULEVARD PH 1
CITY PROJBCT No. 10�701
o2a� �a-�
EJTILTTY REMOVAL/ABANDONMENT
Page 7 oF 17
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4} Remaval, salvage and delivery of any water metei�s to City, if applicable
S} Pavement removal
6} Excavaiion
7} Hauling
8) Disposal of excess znaterials
9) Furnish.ing, placement and cam�action of backfilI
10) C1ean-up
C. Sanitary Sewer Lines and Appurtenances
1. Ahandonment of Sanitary Sewer Line by Cut and installatian of Abandonznent Plug
a. Measureznent
1) Measut•ernent for this Item shall be per each cut and a6andonxnent plug
installed.
b. Payinent
1) The work performed and materials furnished in accordance Witi� thzs Itexaa
and rneasured as p�•ovided under "1Vleasurement" shall be paid for at the
�xnit price bid for each "Sewet• Aband4nment Plug" for:
a) Various sizes
c. The price bid shall include:
1) �'urnishing and installing abandanment plug
2) Pavez�ent reznovat
3) Excava�ion
4) HauIzr�g
5) CLSM
6) Disposal of e�cess znaterial
7) Furnishing, placement and compaotion of backf'ill
S) Clean-up
2. Sanitary Sewer Marakzole Ramoval
a, M�asuremen�
1) Measurement far this Item will �e per each sanitary s�wer manhole to be
remaved.
b. Payment
l) The work perfoi7ned and materials fi�rnished in ac�cardance with this Itetxx
and m�asured as provided under "Measurelnent" shalI be paid for at the
unit pri�ce bid per each "Remave 5ewer Manhale" for;
a) 'trarious diameters
c, The price bid sha�i include:
1) R�moval and disposal of manhole
2) Removai, salvage and delivery of fra�ne and cover to City, ii applicable
3) Cutting and plugging af existing sewer Iines
4) Pavement renr�a�val
5) Excavation
6) Hauling
7) Disposal of excess materials
8) Furnishing, plac��ent and compaction of backfill
9) Clea.n-up
3. Sat�itaty Sewer Junctio�n �tructure Remaval
a, Measureinent
I) Measurement for this Ite�n will be per each sanitary sewer junction
structure being removed.
C1TY OF FdRT WDRTH
STANI3ARD CpNSTftLiCTIpN SPECIFICATION I]OCUM8IVTS
Re�ised Decemhar 20, 2012
TRINITYBOULEYr�RD PI-II
CITY PROJECT Na. 1021 d 1
024[ 14-8
UT[LITY REMOVALIA�ANDONME.NT
Page 8 of l7
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2$
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49
b. Payment
1) The work per%imed and nnaterials fiirr�isl�ed in accordance with this Item
and zneasured as provided under "Measurement" shall be paid for at �lie
iump sum bid per �ach "Rer�ove Sewer Junctio�l Box" loeation.
c. Th� price bid shalI include:
I) Renaoval and disposal af junction hax
2) Reinoval, salva�e and delivery of frazne azad cover to City.
3) 1'ar�ement renaoval
9) Excavation
5) Hauling
6) Disposal o�'excess materials
'7) Fui�ishing, placement and compaction of backfill
8) Clean-up
D. Starm Sewer Lines and Appurtenances
1. Abandonme�.t of Stax-na Sewer Line by Cut and installa�ion of Abando.nment Plug
a. Measurement
1) Measurement for this Item shall be per �ach cut and abandon�aaent pIug ta
be installed.
b, Payment
I) The work perfo�-med and materials fUrnished in acct�rdance witl� this Item
and measured as provided under "Measurement" sha11 be paid for at the
unit price bid for each "Storm Abandonment Plug" installed for:
a) Various sizes
c. The price bid shall include:
1) Furnishing and installing abandanment plug
2) Pavement removal
3) Excavation
4} Hauling
5) CLSM
6) Disposal of excess material
7) Furnishing, placement and co rnpaction o� backfill
8) Clean-up
2. Storm Sewei• Manhole Remaval
a. Measurement
I) Measu:rez�nent fbr this Item will be �er eacb storm sewer manhole to be
removed.
b. Payment
1) Th� �ork performed and materials fi�nished in accordance with this Item
and measured as provided under "Measurern�nt" shall be paid for at t�e
unit pxice bid per each "Remove Manhole Riser" for:
a) Various sizes
c, The price bid shall include:
I) Removal and disposal of manhole
2j Removal, salvage and delivery of frarne and cover to City, if appIzcable
3) Pavement rernoval
4) Excavation
S} Hauling
6) Disposal of excess materials
7} Furnishing, place�ent and compaction of back�xlI
CITY OF F�RT WORTI�
STANDARD �ONSTRUCTION SPECIFICATIbN DOCUM�NTS
I�evised Aecember 2p, 2012
�tr�n�rry aour.�v� Px 1
C17YPItOJECT No. J0� 101
0241 I4-9
UTILITY 12ENIOVAUABANDONMENT
Page9of17
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S) Clean-up
3. Storm Sewer Junction Ba� Remot�a]
a. M�asurement
I) Measure�aaent fo�� tfiis Itarn will be per each stoi-m sewer jurtction stc-ucture
to be removed,
b. Paynaent
1) The work perfa��ned and �naterials fuz�nished in accordance with this Item
and rneasut-ed as provided under "Measurement" slia[1 be paid for at the
unit price bid pet• �ach "Remove Storno Jur�c�ion Box" for:
a) Various sizes
c. The pric� bid shal� include:
1} RemovaE and disposaL �f junction box
2} Rez�aoval, salvage and delivery of frame and cover to City, if applicable
3} Pavement remaval
4} Excavation
5} Hauling
6} Disposal of exce�s i�naterials
7) Furnishing, placement and compaction of hackfill
8) Clean-up
4. Stor�al Sewer Junctian Structure Reinoval
a. Measurement
I) Measurement �or ihis Itein will be per each starm sevver junction structure
being removed.
b. Payment
1) The workperfoi�ned and rnaterials furnished in accordance with this Item
and measured as provided under "Measurezneni:" slxall be paid for at th�
lt�nr�p su�rz bzd per each "Reino�e Storin Junctian Siructure" location,
a The price bid shall inc[ude:
1) Reznoval a�d ciispasal of junction stnicture
2) Reinoval, salvage and deli�vez-y o� fi�xne and caver to City, if applicable
3) Pavenaenf reznoval
4) L,xcavation
5) Hauling
6) Disposal of excess rnaterials
7) �'urnishing, placement and campaction of backfill
S) Cl�an-up
5. Storm Sewer Inlet Removal
a. Measurem.ent
1) Measureinent for this Itezan wi.11 be per each storm sewer inlet to be
removed.
b. Payment
I) The work performed and materials furni.shed in accordance wifh thi� Itena
and z�easu�red as provided under "Measurement" shall be paid fbr at the
unit price bid per each "Remove Starrn Inlet" for:
a) Various t�pes
b) Various sizes
c. Tlae price bzd shall include:
1} Removal and disposal af iniet
2) Pavement removal
CTT'Y OF FORT WORTI�
STAN]]ARD CONSTRUCI`IOI�1 SPECTFICA'�"idN T70CUMENTS
Revised DeeemheF• 20, 2012
7'RINI7'Y BOULEY.4RD PH 1
CITYPROJECTIdo. lOZI01
D241 14 - l0
UTILITY REMOVAL/ABANDQN1�fENT
Page L Q of 17
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2
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7
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25
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27
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3) ��cavation
4) HauIing
5} Disposal af excess materials
6) Furn'tshing, place�nent and campaction of backiill
7} Clean-up
Storm Sewer Junction Box R��noval
a. Measuremeni
l) Measurement fo�• this Item sha11 be per Iinear foot of existing storm s�wer
box tr� he remov�d.
b. 1'aymerit
1) Th.e wark perf`oi�ed and materials furnished in accardance with tllis Itenn
and measured as provided under "Measurement" shall be paid for at the
unit price hid per linear foot of "Remave Storm 7unction Box" for all sizes.
c. The price bid shall inelude:
1} Removal and disposal af Storrm. Sewer Box
2} Paveznent remaval
3) Excavatian
4} Hauling
5) Disposal of exeess materials
b) Furnishing, placement and compaction af back$11
7) Clean-up
HeadwaIi/SET Removal
a. Measurement
1) Measurement f�r this Item. �rill be per each headwaIl flr safety end
treatrnent (SET) to be re�noved.
b. Payment
1) The work p�rFo�Yned and zaiaterials furnished in accordance with this Item
and measured as provided under "Measurement" shall b� paid for at khe
unit price bid per each "Rezno�e HeadwalllSET".
c. The price bid s�iall izaclude:
1) Removal and dispos.aI tii Headwall/SET
2) Pavement remo�aI
3) E�ca�vatzon
4) Hauiing
5) Disposal of excess materials
6) Furnishing, placernent and compaction of backfill
7) Clean-up
Trench Drain Removal
a. Measurement
1) Meas�rement for ihis Item shall ba per linear foot of storm sewer trench
drazn to be remov�d.
h. Payment
1) The work perforrned and materials fuxnished in accordance with this Itern
and measured as provided under "Measurement" shall be paid far at the
unii price bid per linear foot af "Rexnove Trench Dxain" for:
a) Various sizes
c. The price bid shall include:
1} Removal and disposal of stornn. sevwer Iine
2} Paveme:nt removal
CITY pF PpRT WORTH
STAND.�itD CONS'CRUCTION SFECIFICATIQN D(�C[JdVIEi�iTS
Revised December 20, 2012
TRINITYBOULEYARD PH 1
CITY PRDJ�CT No. 1 n2101
02 41 14 - 11
iJTILTTY REMOVALIABA?�IDONMEI�IT
Page I l o E l7
1 3) Excavation
2 4) Hauling
3 5) Disp�sal of excess materials
4 6) Furnishing, placcm�nt and compaction of backfiIl
5 7) Clean-up
6 1.3 REFERENCES [NOT iTSED]
7 1.4 ADMINI�TRATNE REQUIREMEI�TS
8 A, �oordination
9 1. Contact Inspector and the Water Department Field Operation Storage Yard for
10 coordination oi salvage material r�turn.
11 l.5 SUBIVIITTALS [NOT USED]
12 1..6 ACTION S UBMYTTALSI�NFORMATTONAL SUBMITTALS [N�T USED]
13 1..7 CLOSEOUT SUBMITTAL� [NOT USED�
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
15 1.9 QUALITY ASSUR�NCE [NOT USED]
1b 1.10 DELIVERY, STORAGE, AND IIANDLING
i 7 A. S�orage and Handling Requirements
18 1. Protect and sal�age all mate�ials sucl� that no damage occurs during delivery to the
13 Cify.
CITYOFFORT WdRTH TIiIN17YBOUL��'�R17 PH1
STA�*II].ARD CpN$TRUCTIQN SPP.CIFICAT[ON DpCUMENTS CITY PROJECT Na. 10.2101
Revised December 20, 2p 12
02 41 14 - 12
iTTTLT'F'Y RENIQVALlABANDONM�NT
Page 12 of 17
1.11 FrELD [SYTE] CONDITIONS [N�T U�ED]
2
1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 QWNER-k'URNISHED [o�� OWNER-SUPPLIED PRODOCTS [NOT USEDJ
5 2.2 MATERIALS
6 2.3 ACCESSORIES INOT i75ED]
7 2.4 SOURCE QUALYTY CONTROL [N�T IISED]
8 PART 3 - EXECiITION
9 3.1 INSTALLE� [NOT USED]
10 3.2 EXAMINATION [NQT USED]
11 3.3 P�tEPARATYON [NOT USED]
12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT
13
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A, Genefal
1. Manhole Abandonrn�nt
a. AlI naanholes that are to be taken aut of ser�ice are to be removed unless
speeifically requested andlar approved by City.
b. Excavate and back�ll in accordance with Section 33 OS 1Q.
c. Remove and �alvage manhale frame and covex as coordinated with City.
d. Deliver salvaged material to the City.
e. Cut and plug sewer lines to be abandoned.
f, Backfill manhale void in accordance with City Standard Details.
B. Water Lines and Appurtenances
1. Water Line Pressure Plugs
a, Duciile Iron Water Lines
1) Excavate, ernbed, and bacicfill in accordance with Section 33 O5 10.
2) Plug with an Mr Plug with mechanical resiraint and blocking in accordat�.ce
with Seciion 33 11 I 1.
3) Perfc�rm C�zt and Plug in aceordance with Section 33 I2 25.
b. FVC C9a0 and C905 Water Liries
1) Excavat�, embed, and backfill in accordanc� with Section 33 OS 1Q.
2) Plug with an Mr Plug with mechanical restrain� and blacking in accordance
Wl�l S�Ct10I1 3� 1� 11.
3) Perform Cut and Plug in accordance with Section 33 12 25.
c. Concrete Pressur� Pipe, Bar Wrapped, SteeI Cylinder Type Water Lines
1) Excavaie, embed, and bac��lI in accordance with Section 33 fl5 10
2) �lug using:
a) A fabricated plug restrained by welding or by a Snap Ring in
accordance with Section 33 11 13; or
C1TY OF FORT WORTH TIUIVfTY�OULEVARD PH I
STA]VDARD CONSTRi7CTION SPECIFICATLON IJOC[JMBNTS CITYPRpJECT No. 102101
Revised Decemhe€ 2U, 2012
p2�41 l4- 13
UTCLTTY REMOVAL/ABANDO�TMENT
Page 13 of I7
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4.
5.
b) A blind fl.ange in accordance with �ectian 33 11 13
3) Perfo�7n Cut and Plug in accordance wi�h �ection 33 12 25.
d. Bursed �teel Watez• Lanes
1) Excavate, embed, and backfill in accordance with Section 33 OS lU.
2j Plug using:
a) A fabricated plug restrained by welding in accordance wit11 Seetion 33
11 14; ar
b) A blind flange in accordance with �ection 33 11 1�}
3) Perform Cut and Plug in accordance with Section 33 12 25.
Water Line Abandonment Plug
a. �xcavate and backfill in accordance with SectiQn 33 QS 10.
b. PIug with CLSM in accordance witli S�ction 03 34 13.
Water Li�e Abandonznent by Grouting
a. Excavate and backfill in accordance with Section 33 OS 10.
h. D�vaatex £rozn existing line to be grouted.
c_ Fill line with Low Density CeI1�1ar Grout in aceordance wztla Section 33 OS 24
or CLSM in accordance with fl3 34 13.
d. Excavate in locations as indicated in �he Drawiu�s and as dixected by City,
and remove tap of abandoned utili�y pipe to visually verify whether pipe
�as been suff�c3ently filled vviYh �rout.
1} Pravic�e addit�.anal grout %lling at no addi��a�zal cas�, should the City
deem the 1 ne has nof been sufficientiv filled with �rout.
e. Dispase of any excess material.
Water Line Removal
a. Excavate and backfill in accordance with Saetian 33 05 I0.
b. Cut existing line frorn the utility system prior to reznoval.
c. Cut a�y services prinr to removal.
d. Remove existing pipe Iine and properly di�pose as approved by City,
Water Valve Removal
a. Excavate and bac�Cfill in accordance with Section 33 05 I0.
b. Remo�e and dispose ofvalve honnet, wedge and stem.
c. Fill �valve body with CLSM in aceordance with Section 03 34 13.
6. Water Valve Removal and Salvage
a. Excavate and backfll tn accordance with Section 33 OS 10.
b. Rezxaove vaLve bon nef, r�cTedge atzd siem.
c. Deliver salvaged material ta the Water Department Fteld Operation Starage
Yard.
d. Protect $alvaged materials from damage.
e. Fill valve body with CLSM in accordar►ce with Section 03 34 13.
7. Watar Val�ve Abando:nment
a. Excavate and backfill in accordance witl� Section 33 OS 10.
b. Ren:aove the top 2 feet of the valve stack and a�y valve ext�nsions,
c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13.
8. Fir� H�drant Remaval and Salvage
a. Excavate and backfill in accordaz�ce with Sectio� 33 05 10.
b. Remove �'ire Hydrant.
c. Flace abazadonrnent plug on �re hydi•ant lead li�.e.
CITY OF FORT W dRTH
STANI]ARD CDNSTRUCTION SPECIFICATION DOCUMENTS
N]
Revised December20, 2012
TRINJTY84ULEYiIRD PN 1
CITY PROJECT Na. 1 Q2101
024] l4-14
UTIGITY REMOVAL/AB�AN➢Q�MEI�T
�age 14 pf 17
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d. Deliver salvaged fire hydrant to the Water Depariment Field Op�ratinn S�orage
Yard.
e. Protect salvaged materials from damage.
Water Meter Removal and Salvage
a. Remave and salvage water meter.
b. Return salvaged metar to Project Representative.
c. City wil� pro�ide replacement Yneter for installation,
d Meter Box and Lid
I) Re�ove and sa�vage casi iron �neter box lid.
2) Remove and dispose of any non-cast iro� meter box lid.
3) Reiurn salvaged rnat�rial to the Wat�r Department �'ield Operation Starage
Yard.
4) Remove and dispose of ineter box.
Water Sasnple Statian Removal and Salvage
a. Remove and �alvage existing water sample station.
6. Deliver salvaged material to the Water Department Field Operation Stoi�age
Yard.
18 11. Concr�te Wat�r Vault Removal
19 a. Excavate and bac�fill in accordazace with Section 33 OS I Q.
20 b. Remove and salvage vault lid.
21 c. Remove and salvage valves.
22 d. Remove and salvage meters.
23 e. Deliver sal�aged material to the Water Department Field Dperation Storage
24 Ya:�d.
25 £ Remove and dispose af atiy pzping ar ather appurtenances.
26 g. Deinolish and remove entire concrete vault.
27 h, Dispose of all excess mater�ais.
28 12. Cathodic Test Station Abandanment
29 a. Excavate and backfill in accordance with Section 33 a5 10
30 b. Rernove ihe top 2 feei o�the cathodic test statioza stac� a�ad conten�s.
31 c. Fill any remaining voids with CLSM in accQrdance with Section 03 34 13.
32 G Sanitary Sewer Line$ and Appurtenances
33 1. Sanitary Sewer Line A6andonment 1'lug
34 a. Excavai� and backfill in accordance �vith Sec�ion 33 OS 10.
3S b. Re�ove and dispose of any sewage.
36 c. Plug with CLSM in aecordance wit1� S�c�ion 03 34 13.
37 2. Sanitary Sewer Line Abando:nz�nent hy Groutzng
38 a. Excaeate and bacicfilI in accordance with Section 33 OS 10.
39 b. Dewater and dispose of any sewage from the existing lin� to be grouted.
40 c. �'ill line with Low Density Cellular Grnut in accordance with Sectinn 33 05 24
41 or CLSM in accardance tiwith 03 34 13.
42 d. Dispose of any excess material.
43 3. Sanitary Sewer Line Remaval
44 a. Excavate and backfill in accordance vvith Sect�an 33 OS 10.
45 b. Cut existing iine from the utility system prior to remaval.
46 c. Cut any services pxior to removal.
47 d. Remove existing pipe line and pxoperly dispose as appraved by Gity.
48 4. Sanitary Sewer ManhoIes Removal
CiTX OF FOitT WORTI� TRINITYBOULEYslRD PFI I
STANDARI] CONSTRUCTION 3PECIFTCATION DdCUM�.TYTS Cd7'Y PKOJECT IVo. I112101
Aevised Beceinher 20, 201 Z
024] l4- IS
iIT]LITY RP.MOVALIASANDONMENT
Page I 5 o f 17
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a. All sanitary sewer ma�oles that are to Ue taken flut of service are to be
removed unI�ss specificaIly requested and/or apprnv�d by City.
b. Excavat� and backfilI in accordance wit11 Section 33 OS 10.
c. Remave and salvage manhole frarne and cover.
d. Deli�ver salvag�d inaterial ta the Water Department Fie1d aperatian Stflrage,
e. Bemolish a�d remave entire concrete manhole.
£ Cut and plug sewer lines ta be abandoned.
5. Saz�.ifary Sewer 7unction Struciure RemovaI
a. Excavate and baekfilX in accordance with Section 33 OS 10.
b. Remave a�d salvage manhole fratrie and cover.
c. Deliver salvaged material to the Water DeparLment Field Operation Storage.
d. Demolish and re�ove entire concrete mar�hole.
e. Cut and plug sewer lines to be a�andoned.
D. Sta�n Sewer Lines and Appurtenances
Sl:orm Sewer Abandonment Plug
a. Excavate arnd back�lI in accordance with Section 33 OS 10.
b. Dewater line.
c. Plug with CLSM in accordance with Sectzon 03 34 l3.
Storin Sewer Line Abandanment by Graut'vag
a. Excavate and backfill in accordance with Seetion 33 O5 10.
h. Devvater the e�istizag line to be grauted.
c. FiII Iine with Low Densify Cellular Grout in accordance with Section 33 OS 24
or CLSM in accordance with 03 34 13.
d. Dispase of any excess material.
Storm Sewer Line Reinoval
a. Excavate and bacic�ll in accordance with Sec�ion 33 OS 10.
b. Remove existing pipe line and properly dispose as appraved by C.ity.
Storm Sewer Manhole Removal
a. AEl starc�a se�rer manlaoles lhat a�•e to be taken out of service are to be removed
unless specificaIly requested andlor approved by City.
b. Excavate azzd back�Il in accordance with Section 33 OS 10.
c. Demolish and remove entire concrete manhole.
d. Cut and plug stoz•nn sewer lines ta be abandoned.
1
2.
3
4.
Starm �ewer Junctian Box andlor 7unction Structure Removal
a. Excavate and backf'ill in accordance with Section 33 DS 10.
b. Demalish and remove entire concrete stzucture.
c. Cut and plug storm sewer lines to be abandoned.
Storm Sewer In1eC R�moval
a. Excavate and back�Il in accordanee with Sectzon 33 OS 10.
b. Demolish and remove entire concrete inlet.
c. Cut and piug stazr�a sewer lines to be abandoned.
Storm Sewer Bax Removal
a. Exca�ate and backf"i1i in accordanc� with Section 33 05 10.
b. Cut existi�ag line from the utility system priar ta remaval.
c. Cut any services priar to removal.
d. Re�x�ove existing pipe line and praperly dzspose as appxoved by eity.
HeadwalUSET Removal
7.
R
CITY OF FOIt'1" WQlt'rH
STAI�iDr�,RD CONSTRUC'I']ON SPECIFICATION AQCUN[ENTS
Revised Decemhcr 20, 2Q[2
TRINITY130ULEYARD PH 1
CITYPROJECT No. 1 p1101
U2 4l 14 - l6
UT1LI'I'Y REMOVALCABA3ID�I�FMEIIT
Page lfiofl7
1
2
3
4
5
6
7
8
9
10
11
I2
I3
14
15
16
17
a. Excavate and backfill in accordance with Section 33 OS 1Q.
b. Demolish and remove entire conerete inlet.
c. Cut and plug storm sewer lines ta be abandoned.
9. Stor�n Sewer Trench Drain Rennoval
a, Excavate and baekfill in accordance with Section 33 QS 10,
b. Remove e�cisting pipe line and dispose as approved by City.
3.5 REPAIR 1 RESTORATiON [NOT USED]
3.6 RE-INSTALLA,TION [NOT USED]
3.7 FIELD [oz�] SITE QUALITY CONTROL
3.8 SYSTEM STARTi7P [NOT USED]
3.9 ADJUSTING [NOT USED]
3.1U CLEANING [NOT LT�ED]
3.11 CLOSEOUT ACTIVITIES [N�T LTSED]
3.12 PROTECTION �NOT USED]
3.13 MAINTENANCE [NOT IISED]
3.14 ATTACHMENTS [NOT USED]
C1TY OF FORT W�RTI-i
STANDARD CON5TRI7CTI01�} SPECIFICAT[ON DOCUMEN'I'S
Revised Deeam6er 20, 2012
TRINITYBDU.C.EVARD PH I
CITY PROJECT No. 1 bIl QI
02 4l 14 - l7
UTILITY ItEIvIOVAL/ABANDOIVMENT
END OF SECTION
Page 17 of 17
Revisian Log
DAT� NAM� SUMMARY OF CIIANGE
1,2.C.3,c. —Include Frame and Cover in Paymenc description
12120/1� D, Johnson T[u•aughout — added abandonmeitt of storm and sewer manfioles when requested
andlnr app�•nved by C[ty
CIT�Y OF FOTtT VJORTH TRIMTY130ULEYARD Pfi 1
STANDA.RD COIVSTRUCTION SPECIFICATION DOCLIM�NTS CITYPROJECTNn. 10110J
Revised I]ecember 2D, 2012
312316-1
UNCI.ASSIFiED LXCAVATIp]V
Page I oF4
1
2
SECTION 3I 23 16
UNCLASSIFIED EXCAVATION
3 PART l. � GENER�L
4 I.1 SUMMARY
5 A�. Sec�ian Includes:
6
7
8
9
10
I1
12
I3
14
15
Excavate a�reas as shown on the Drawings or as directed. Re�ova� of znaterials
encaunter�d to the Iines, gtades, and typical sectians showxi on the Drawzngs and
removal from site, Excava�ions nnay incIude canstruction of
a. Roadways
b. Drainage Channels
c. Site �xcavation
d. E�cavatzo� �'or St��ctures
e, Or any other aperation involvir�g the excavatian of on-site materials
B. Deviations from this City ofFoi-t Warth Standard Speczfication
1. None.
16 C. Related Speci�ication Sections z�clude, but are not necessa,ri�y limited ta:
17 1. Divisian 0— Bidciing Requirerrients, Contract Forms and Canditions of ihe Cant�'act
18 2. Division. 1— General Requirements
19 3. �ection 3123 23 — Borr�w
2D 4. Section 31 2� 00 — Embanlcments
21 1.� PR.�CE AND PAYIVIENT PROCEDURES
22
23
24
25
2b
27
28
29
3D
31
32
33
34
3S
36
37
38
39
40
41
�2
A. Measurement and Paymeni
1, Excavation by Plan Quantity
a. Measurement
1) Measurement for this Ytem shall be by the cubic yard iz� its final position
using the average end area meihod. Limits of ineasureYnent are shown on
ihe Drar�ings.
2) When measured by the cubic yard in its fu�al posztion, this is a plans
c�uantity measurement Itezn. 'I'he quantity to be paid is the qUantiiy showr�
in the proposal, unless modi�ied by Article 11.04 of the General
Conditions. Additional measurements ar calculatiQns wi1l be �nade if
adjustments nf quantitzes are zequired.
b. Payialent
1} The work performed and rnaterials fiu�ished in accordance with this Ttern
and measuxed as provzded under "Measurement" will be paid for at the unzt
price bid per cubic ya�-d of "Unclassified Excavation by Plan". No
additionaI compensaCion will be allowed for roek or shrinlcage/swe11
factors, as these are the Contractor's responsibility.
c. The price bid shall include:
I ) Excavatian
2) Excavation Safety
3) Dzying
CITY OF FORT WORTH
STANDARD Cd1V5TRC3CTTON SPECIFICATION BOCiTMENTS
Re�ised April I5, 2d21
'I'RINITY B01UI,EVARD PH1
CITY PR07ECT No. 1D21.01
312316-2
UNCLASSIFI�D EXCAVATION
Page 2 oF4
]
2
3
4
S
6
4)
5)
6)
7)
8)
9)
Dust Control
Reworl�ing or replacing the ove�� excavated material in racic cuts
Hauli�g
Disposal of excess rr�ate�.al not used elsewhere onsite
Scarification
Clea�-up
7 1...3 R.�F�R.ENC�S [N�T USED]
8
9
10
1�
i2
�3
A. Definitions
1. Unclassified Excavation — Withaut regard to materials, a11 excavation.s shall be
considered ttnclassified and shall include all materials excavated. Any t'eference to
Rock oz- other z�.aterials on the Dz•awin.gs or in tlae specifications is solely for the
City and the Contractot's info�-mation and is not to be taken as a classiiication of
the exca�vafion.
14 1.4 A.DMINSTRATIVE REQUInEMENTS
15 A. The Con�•actor will provide ihe City with a Disposal Letter in accardance ta Division
I6 pl.
I7 1.� SUBMITTALS jNOT IISED]
I S 1.6 A�TION SIIBMITTALSIINFORMATIQNAL SiJBl1�ITTALS [NOT USED]
14 1.7 CLOSEOIIT SUSMITTALS [NOT USED]
20 1.8 M�iNTENANGE MA.TERIAL SUBMITTALS �NOT USED]
2I 1.9 QUALITY ASSiTR.ANCE
22 A, Excavation �afety
23 I. The Coniracfor shall be solely responsible �or making all excavatians in a safe
24 z�aanner.
25
26
27
28
29
30
3I
32
33
34
35
3�
37
38
39
40
41
2. All excavation a�►d related sheetiilg and hracing shalI comply with the requirements
of OSHA �xcavation safety standards 29 CFR part 1926 and state requirements.
110 DELIVERY, STORAGE, AND HANDLYNG
A. Storage
I. Wzthin Existing Rights-o� Way (R.OW)
a. Soil may be stored within existing ROW, easemenis or temporary construction
easements, unless specifically disallowed in th� Contract Documents.
b. Do not blac�C drainage ways, inlets or drivetTvays.
c. Provide erosion control in accordance with Sec�ion 3 I 25 00.
d. When the �Tork is performed in active trraffic az-eas, store z�aaterials only in
areas barricaded as provided in �he trafiic contral plans.
e, In non-paved areas, do not store material on th;e root zone of any trees or in
landscaped areas.
2. Designa�ed Storage Areas
a. If the Contract Documents da not allow the storage af spoils wi�hin ti�e ROW,
easement or temporary cons�ruction easernent, then secure and maintain an
adequate storage location.
C1TY pF FpRT WORTH
ST�tN17:8.RL? COI�STRi7CTTON SP�CII ICATfON DOCUMENTS
Re�isad April 1 S, 2021
TRiNITY BOUL�VARD PHl
CITY PRp7ECT No. I02101
31 23 16-3
U3+�CLASSIFIEA EXGAVATION
Page 3 of4
1
2
3
4
5
6
7
8
9
16
11
12
b. Prflvide an affidavit fi,hat t•ights have been sec�ued to store the materials on
private propezty.
c. Provide erosion control in accordance with Section 31 25 00.
d. Do not black drainage ways.
111 F�ELD CONDIT�ONS
A. Existing Conditions
1. Any data which has been or may be provid�d on substzrface condrtions is not
intended as a x•epxesentatioza oz� watx�anty of accuz�acy ar continuity between soils. It
is expressly u�nderstood that neither the City nor ihe Engineer will be responsible
for interpretatians nr canclusions drawn there from �y the Contractax.
Z. Iaata is made avaiJ.able foz• t�e conv�nience af tlae Contractox.
1.12 WARRANTY [NOT USED]
I3 PART � - PRODUCTS �NOT USED]
14 2.1 OWNER-FiIRNISHED �NOT U�ED]
15 2.2 PRODIICT TYPES AND MATERTAI.,S
16 A. Matexials
17 1. Unacceptable Fill Material
18 a. �n-situ soils classified as ML, MH, PT, OL or OH :in accordan.ce with ASTM
19 D2487
20 PART 3 - EXECUTION
21 3.i TNSTALLERS [NOT U�ED]
22 3.2 EXANIINATTON [NOT USED�
23 3.3 PREP�RATION INOT USED]
24
25
26
3.4 C�NSTRUCT�ON
A. Accept owne:rsbip of unsuitabl� or excess material and dispase of material off=site
accordance with local, state, and federal reguIations at loca#�ons.
27 B. Excavations sha11 be per%rmed in the dry, and kept free from water, snow and ice
28 during construction witi� eh e�cepiion of water i11at zs appIied for dust contral.
29 C. Sepaxate Unacceptable FiII Mat�rial from oth�r materials, re�nnve from the Site and
30 properly dispose accorcling to disposal plan.
31 D. Maintain deainage in the excavated area to avoid damage to the roadway sections and
32 praposed or existing struatures.
33
3�}
35
3b
E. Correct any damage to the subgrade caused by weather, at no additional cost to the
c��.
F. Sha�e slopes to avoid Toosening na.aterial below or outside the proposed grades.
Remove and dispose of slides as directed,
C1TY aF P'ORT WORTH
STAIVDARD CONST`RUCT[ON SPECIFICATIdN BaC[1MENT5
Revised April 15, 2021
'I'RINTI'Y BOULCVARD PH1
CIT� PROdECT Nn. 102101
3S 23 i6 -4
UNCLASSIF'iED �XCA'VATTOI�
Page 4 nf 4.
1
2
3
4
5
b
7
8
9
10
I1
1�
].3
14 3.�
G. Rock Cuts
1, Exca�ate to finzsh �ades.
2. In the event of over excavaiian due to contractor errox• helow tlae lznes a7nd grades
established in the Drawings, use approved embanlcment material compacted in
accardance watia Sectzon 31 24 00 to z•eplace the over excavated at no additional
cost to City.
H. Earth Cuts
1. E�cavate to �nish subgrade
2. In the event o� ovez• exca�ation due to con tz•actor errQr below the lines and grades
�stablished in the Drawings, use approved embarilunent material carnpacted in
accordance with �ection 31 24 00 to replace th� nver excavated ai. na additional
cast io City.
3. Manipulat� and compact subgrade in accordance with Sectian 31 24 Q0.
REPATR [NOT USED]
15 3.f RE-1NSTALLATION [NOT IISED]
16 3.'� FI�LD QUALITY COlVTROL
17
18
19
20
2I 3.8
A. Subgrade Tolerances
I. Excavate to within 0.1 foat in alI directians.
2. �n area,s of over exca�ation, Cantt�actar provides fill mat�rial approved by the City
at no e�pense to the Ciiy.
SYSTEM STARTUP [NOT USEDI
22 3.9 ADJ[7STING [NOT USED]
23
24
25
26
27
28
END OF SECTION
Re�ision Log
DATE NAME SUMMARY OF CHANGE
1212012.012 D. 7olu►son 1.2 - Measurement and Payment Section modified; Blue Text added for clarification
1/2S/13 I7. 7ohnsnn 1.2 — ModiFed Bid Item names in payment. sectiou to differentiate beiween Pa,yinent
Methads on bid list.
29
3.10 CLEANING [NOT U,�ED]
311 CLOSEOLTT AGTIVITIES [Nf)T USED]
3.12 PROTECTION [NOT USED]
313 MAINTENANCE [N�T USED]
3.14 ATTACII.MENTS �NOT USED]
CITY OF FORT WORTH
STANF]ARD CONSTRUCTION SPECIFICATIpN DQCiJMEIYTS
Pievised Rpril 15, 2021
TRINITY BOULEVARI7 P�il
CITY PRO.TECT No. 102101
3iz�z�-i
BORROW
Page 1 oE4
1
2
SECTIDN 3l. 23 23
BORROW
3 PART 1- GEIV�RA Y,
4 1.1 SUMMARY
5.
6
7
S
A. Sectian Incl�des:
I. Furnish, plaee and compact BQzxow material. �'or grading.
B. Deviations fram this City of k'oz-t Wo�-th .Standard Specification
1. I�Tone.
} C. Related Speci�ication Sections include, bnt are aot necessarily lirnited to:
16 1. Division d— Bidding Requirements, Contract Fonns and Conditions of the Con�tact
11 2. Division J. — General Requirements
12 3. Seetian 31 23 16 — Uzaclassi��d Excavation
13 4. Section 31 24 00 — Embanlct�aents
14 ] .2 PRICE AND PAYMENT �R�CEDUR.ES
zs
16
Y7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
3S
36
37
3$
39
4Q
A. Measurement and Pay�ment
1, Bor�row by PIan Quantity
a. Measuremenl;
1) Measurement for this Item shall be by th� cubic yard in its f�gal position
using the average end area mekhod. Limits of ineasurement are shawn on
th� Drawings.
2) When measured by the cubic yard in iis final positian, ihis is a plaxas
quantity measurameni Itern. The quant�ty to be paid is the quantity shown
in the propo.sal, unless modi�'ied by Ar�icle 11.Q4 of the General
Conditions. Additional measurements o� calculaiions will be made zf
adjusfinents of quantities are required.
b. Payment
1) The work perfarmed and materials furnished in accordance with this Item
and meas�red as provided ur�der "Measurement" wiIl be paid for at the unit
price bid pex cubie yard of `Borrovcr bp Plan" far the various boixow
materzals. No additional campensatian wilX be a,llowed far rock ar
shrinkagelswell factors, as tllese are the Cont�actor's responsibility.
�. The pxice bid shall iuclude:
1} Transporting or hauIing material
2) Furaishing,. placing, compacting and imishing Borrow
3) Construction Water
4} Dust Control
5} Clean-up
6) Proof Roiling
7) Disposal oiexcess or waste material
8) R�working or replaceznent of undercut nrzatex•ial
C3TY OP FORT �VORTH
STANDARD CONSTRLTCT[ON SPECIFTCATION DOCUMENTS
Revised April 1S, 2021
TRTNIT'Y BOC1iE'VARI� I'Til
CITY PRO.IL�CT No. 102101
3 J 23 23 - 2
BORROW
Page 2 of 4
l 1.3 REFERENC�S
2
3
4
5
b
7
8
9
10
11
12
13
l.4
15 1�.4
A, Reference S#andards
I. Reference standards cited in this Speeifcation ref�r to the cuncnt reference
standardpul�lished at ihe time of the latest z•evision date Iog�ed at the en.d of this
specifieation, unless a date is speci�ically cited.
2. ASTM 5tandards
a. ASTM D2487, Standaxd Practice foz� CIassifica�ion of Soiis far Engineering
Purposes (Unified Soil Classification System)
b. ASTM D4318-10, �tand�d Test Methods �ox� Liquid Lirnit, Plastic Lirnit, and
Plasticity Index af Soils
c. ASTM D6913, Standard Test Methods for Pa��iicle-Size Dzst�ibution
(Gradation} of Soils Llsing Sieve Analysis
d. ASTM D698, Standard Test Methods for Laboxatory Compacfian
Cha:racteristics of Soil LTszng Standard Effort (12,4.Op ft-16f/ft3)
ADM�STRATNE REQiRREMENTS [NOT USED]
lb 1.5 �USIVIITTALS
17 A. Subnnii�als shall be in a.ccoxdance wzt�. 5ect�on O1 33 0�.
18 B. All subrnzttals s�aIl be appzoved by t�►e Ciiy priar to canstruct�on.
19 C. Submit laboratary tests reports for each snil b�rrow source �sed to supply g�neral
20 borrow and selEct fill materials.
21 1.6 ACTYON SUBMTTTALSIINFORNIATIONAL SiTSMITTAL�
Z2 A. �hop Drawings
23 1. Stocicpiled Barrow znatex•ial
24 a. Provide a description of the storage of the delivered Borrow material only if the
2S Contxact Docu�x�.en�s do nat allaw starage of materials in the right-of-way of the
26 easement.
27 1.� CLOSEOUT �UBNIITTALS �NOT USED]
28 1.$ MAINTENANCE MATERI�L SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSi1RANCE
30 A. Borrow materiaX shall be tested prior to delivery to the Site.
3] 1. Provid� Proctor Test results, Gradation andAtferberg Lirm..its �ar Bnrrow zn:aterial
32 frazn eac� source,
33 a. All testing listed above shall be performed in terms oiASTM D698, ASTM
34 D6913 and ASTM D4315-10 resp�ctively.
35 1.10 DELIVERY, ST4RAGE, AND HANDLING
36
37
3.8
39
A. Delzvery
1, Coordinate a11 deliveries and haul-of£
B. Storage
1. Within Existing Rights-ot' Way (ROVL�
CITY QF PORT W012TH TRINITY BOULEVARD PHl
STANDARD COIVSTRUCTION SFECIFICATIdN DDCUMENTS CITY PR07FCT Ncs. ] 02I41
Ite�ised April 15, 2021
3I2323-3
BQRROW
1'age 3 of 4
1
2
3
4
5
6
7
S
9
1Q
11
12
13
14
15
I6
17
18
a. Borrow xx�.atezials may be stored uvithirz existing ROW, easements oz• teinpoxaay
canstnzction easements, unless specifically disallowed in �he Contract
Docu.ments.
U. Do not blocic drainage ways, inlets o� dxiveways.
c. Provide erosion contro� in aecordance with Section 31 2� 00.
d. Store �nn.aterials only in aceas barricaded as provided in the t�•affic control plans.
e. In n�a-paved areas, do not store material an tk�e raat zone a� any t�'ees or zn
landscaped areas.
2. Desi.gnated Storage Areas
a. If the Contract Documents da nat aIlaw th.e stozage of Boxx•ow �ate�-zals within
the ROW, easement or temporary construction �asement, ihen secur� and
n�aintain an adequate storage location.
b. Provide an aifidavi.t that rights have been seeured to store the materials on
private property.
c. Pzovide e:rosion control i.n accordance �vit.� Section 31 25 00.
d. Do not block drainage ways.
e. Only materials used for 1 worlcing day will be allowed to be stored in the wo�-k
zone.
19 l.11. �IELD CONDITI�NS [NOT i1SED�
20 1.12 WAi2ltANTY [NOT USED]
2I PART � - PRODUCT�
22 2.i OVVNER-FUItNiSFIED [NOT USED]
23 2.2 PRODUCT TYPES AND MATERIALS
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
�42
43
ISi. BpIT'qW
l. Additional soil beneath pavements, roadways, foundations and other st��uetures
required tb achieve the elevations shown on �he Drawings.
2. Acceptable Fi13 Material
a. In-sztu ar imported soils classified as CL, CH, SC ar GC in accordance wit31
ASTM D2487
b, Free from deleterious rnaterials, boulders o�er 6 itiches in size and organics
c. Can be placed free from voids
d. Must have 20 perc�nt passing the aumber 200 sieve
3. Blended Fill Material
a. In-situ soils classi�ed as SP, SM, GP or GM in aecordance with ASTM D2487
b. Blended with in-situ or imported Acceptable Fill material to meet the
r�quirements of an Acceptable Fill Mater�al
c. �'ree fcom deleterious materials, boulders over 6 inches in size and organics
d. Must have 20 percent passing the number 200 sieve
4. Salect Fi11
a. Classzfied a,s SC or CL in accordance with ASTM D2487
b. Liquid limit Iess than 35
c. Plasticity index bet�ree� 8 a�d 20
S. Cement Stabilized Sand (CSS)
CITY OF F012T WORTH
STANDARD CONSTRLICTION SPECIFICATIaN DOCUMEI�iTS
Revised April 15, 2D21
'I'RINI�'Y BOIILE'VARI� PHl
CiTY PROJECT No. 102101
312323-4
BORR�W
Page 4 af 4
1 a. Sand ar silty sand
2 b. Free of clay az' plastic material
3 c. Minimum of 4 pezcent cement content of Type I/ZZ portland cement
4 d. l OQ to I Sp psi compressive strength at 2 days in accoxdance with ASTM
5 D1633, Method A
6 e. 200 to 2S0 psi cozx�.pz•essive stz•er�gth at 23 days in accordance �aith ASTM
7 D i 633, Method A
8 f. Mix zn a statia�.ary pug za�ill, weig�a-bat�h ot' continuous mixing pIant
9 2.3 ASSEMSLY OR FABRICATION TOLERANCES [NOT USED]
la 2.4 ACCESS�RIES [N�T U�ED]
11 �.5 SOURC� QUALITY CONTROL [NOT USEDj
12 PART 3 - EXECIITION
13 31 INSTALLERS [NOT USED]
14 3.2 EXAMINATION 1NOT USED]
15 3.3 PREPARATION [NOT USED]
16 3.4 INSTALLATION
I7 A. AIl Borrow placement sha11 be performed in accordance to Seetion 31 24 00.
18 3.� REPAIR [NOT USED]
19 3.6 RE�INSTALLATION �NOT U�ED]
20 3.'� FIELD Q1IALITY CONTROL
2I A. Field quality contral will be performed in accordance to Section 3I 24 00.
22 3.$ SYSTEM STARZ'LIP [NOT USED]
23 3.9 AD.TUSTING [NOT USED]
24 3..10 CLEANING [NOT USED]
2S 3.11 CLOSEOUT ACTIVITTE� [NOT iTSED]
2b 3.12 PROTECTION [NOT USED�
2'7 313 MATNTENANCE [N�T USED]
28 3.14 ATTACHMENTS [NOT USEDI
29 END OF SECTION
Revision Log
DA'I'E NAME SUMMARY OF CHANGE
12/24l2012 D. Johnson 1.2 - Measurement and Payment Section �nodiEed; Blue Text added for cIa��i�cation
1/28113 b. Johnson 1.2 — Modified Sid Tiem naines in payinent seclion to differentiate between Payment
Methods on bid list.
30
CITY OF FORT WORTH
STAIVI]ARD CONSTRiJCTTON SY�CI�'TGATION DOCLJMEN'I'S
[tevised April 15, 2021
TRINTT'Y' BOUT.�VART] YI-I l
CITY FROJP,CT I+Ta. 1D210[
312400-1
EMBANKN4L+NTS
Page 1 of 9
2
3 Pr�RT 1- GENERAL
4 l..l SUMMARY
5
6
7
S
9
10
11
12
13
14
A. Sectian Iz�cludes:
SECTION 3124 00
EMBANKMENTS
1. Transporting and place7nent of Acceptable Fill Material within the Uounda�-ies of
the Site for construction of:
a. Roadways
b. Embanlcments
c. Drainage Channels
d. Site Grading
e, Any other operation irivolving the placement of �n-site materials
B. Deviatians from this City of Fort Worfh 5tanc�ard Specification
1. None.
15 C. Related Speciiieation 5ections include, but are not necessarily limited t�:
16 1. Division fl-- Bidding Requirements, Coniract Forim.s ax�d Car�ditzons of the Contract
17 2. Divisifln I— Genieral Requizements
I8 3. Section 31 23 I6 — Unclassified Excavation
19 4. 5ect�an 31 23 23 — Borrow
zo I.2 PRICE AND PAYMENT PROCEDURE�
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A. Measurement and Payment
1, Embanlcments by Plan Quantity
a. Measurement
l) Measuretnent for this Item shall be by the cubic yard in its final position
using the average end area method. Limits af ineasurement are shown on
the Drawings.
2) When measuxed by the cubic yard in its final posiiion, this is a plans
quantity measurement Item. The quantity to be paid is the quan.tzty showza
in the praposal, unless �aaodi�ied by ArtieIe l 1.a4 af the General
Condi�ions. Addiiional measurements ar calculations will be made if
adjustme�ts oi quaniities are required.
b. Payment
1) The work performed and materials f�unished in accordance with this Item
and measured as provided under "Measurement" vvill be paid for at the u:nit
pr�ce bid per cuhic yard of "Embankmenk hy Plan". No additionat
campensatian will be allowed %r rock ar shrinkage/sw°ell factors, as these
ar� the Contractor's responsibility.
c. The price bid shall include;
1) Transporiing nr hauling materiaI
2) Placing, com.paeting, and fi�ishing Embankment
3) Construction Water
4) Dust Control
CIT'Y OF PORT WOItTH
STANDARD COI�ISTRUCTIOI�I SPECii'ICATION I]OCUMEN?'S
Revised April 15, 2021
TRINITY BOULEVARLI PHl
C1TY PRQ7ECT Na. 1021 Q1
31240q-2
EMBANKMBNTS
Page 2 of 9
1
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5) Clean-up
6) Proof Rolling
7) Disposal of excess materials
8) Raworking or replacement of undercut material
5 1.3 REFERENCES
6 A. Reference Standa.rds
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2.
Reference standards cited in this specification refer tn the cLu7ent ret'erence standard
published at the time af the Iatest revision date logged at the end of this
sp�cification, unless a date is specificall� cited.
ASTM Standards
a. ASTM DA3l 8-10, Test Procedi.u-e for Determi;ning Liquid Limit, Plastic Limit,
and Plasticity Index af Sails
b, ASTM D49A�3-08, Standard Test Mefhad fr�r Shrinkage Facto�•s of Soils by the
Wax Method
c. ASTM Db9$-Q7e1, Standard Test Methods far Laboratory C.oinpaction
Characteristics of Soil Using Standard Ef%rt
d. ASTM D 1557-09, Standazd Test Methods fo�• L,aboratoxy Compacfian
Characteristics of Soil Using Modified EfFort
e. ASTM D7382-OS, Standazd Test far Deterriaination o�Ma�izaau�. D�y LTnit
Weight a�td Water Content Range for Bffecti�e Compaction of Granular 5oils
Using a Vibrating Hamnier
�: ASTM D 1.556-07, Standat�d Test for Density arnd iJnit W�igJ�t of �ai1 Ln-Place
by the Sand Cone Method
24 1.4 ADMYNSTRA'T'NE REQUTREIVIENTS
25 A. Sequencing
26 1. Sequence worlc such that calls of proctors a�•e coz�nplete in accordax�ce with ASTM
27 D698 prior to commeneement of construetion ac.tivities.
28 1.� �UBMITTALS
29 A. Subtnittals shaIl be in aecordance with Section 01 33 00.
30 B. All submitials shall he approved by ihe City prior ta construction
31 1.6 ACTION SU$MITTALS/INI'ORMATIONAL StTBMITTALS
32 A. Shop Drawings
33 1. Stocicpiled m.aterial
34 a. Prouide a descriptian af the storage of the excavated material only if the
35 Cantract Documents do not allar�v storage of xnateria�s in the right-af way or the
3 6 easement
CTT'Y OF �'ORT WORTH TRTNITi' BOi7T.EVATtTI YIiI
STANDARD CONSTRUCTION SPECIRICATION DOCLIML�NTS CTTY FRO.TP.CT I�a, 102I01
Revised Apri1 15, 2�21
312A00-3
E1�IBANKIuI�NT5
Page 3 of 9
1 1.7 CL�SEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANC� MATER.IAL SUSMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE [NOT USED]
4 1.1Q DELIVERY, STORAGE, AND HANDLING
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A. Siorage
1. '�ithin Existing Ri�hts-of-Way (�tOW)
a. Soil may be Stored within existing ROW, easements or temporary consi�-uction
easements, unless specific.ally disallow�d in the Co��'act Documents.
b. Da not black drainage ways, inlets o� dariveways.
e. Provide exosion control in accordance with Section 3I 25 00.
d. When the Wark is pei•formed iri active iraffic areas, stare maierials only in
areas barricaded as pzovided in the traff'ic control plans.
e. In non-paved areas, do nat store material on the root zonc of an� trees or in
landseaped areas.
2. Designated Storage Areas
a. If tlae Contract Documents do not allow the storage within tlie ROW, easement
or temporary construction ease�nent, then secure and rnaintain an adequate
stnrage Iocation.
b. Provide an afirdavit that rights I�ave been secw-ed ta star� the materials on
private �t-operty.
c. Provide erosion control in aecordance with Section 31 25 00.
d. Do not blocic drainage ways.
23 1.11 FIELD COND�T�ONS
24 A. Existing Coz�ditians
25 1. Any data which has been or may be pravid�d on subsurface cnnditions is nt�t
2b intended as a representaiion or wa.rranty of accuracy or conlinuity between soils. It
27 is expressly understaad that neither the City nor the Engineer will be responsible.
28 for interpretations or �onclusians draw$ there from b� the Contractor.
�9 2. Data is made available for the convenience of the Contractor.
30 1.12 W�IRRANTY [NOT USED]
3I PART 2 - PRODUCTS
32 �1 OWNER FLTRNISHED [NOT USED]
33 2.� PRODUCT TYPES A.ND MATER�ALS
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35
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A. Materials
1. .4.cceptable Fill Material
a. In-situ ar imparted soils classified as CL, CH, SC or GC in accordance with
ASTM D2487
b, Free from deleterious matei7als, boulders over 6 inches in sizc and o�rganics
c. Can be placed fre� from voids.
d. Must have 20 pez-cent passing t�e number 200 sieve
CXTY OF �012T'VdORTH
STANDAR[� CONSTRUCTION SPECIFICATICIN DpGiJtvfENTS
Revised April 15, 2021
TRINITYBOCJLEVART] PH1
CITY PROJECT TIo. 102101
31240a-4
�MBAIVKNI�NTS
Page A of 9
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2. Bl�nded F`iII Material
a. In-situ soils classified as GW, GP, GM, SW, SP, ar SM �ta accox•dar�ce wit�
ASTM D2,�87
b. Ble�nded with in-situ or impoited acceptab.Ie bacic.�'iIl nr�.ate�•ial ta meet the
requirernents of an Acceptable Bacl�f'iIl Material
c. Free from deleterious maierials, boulders over G inehes m size and organics
d. Must have 20 percent passing the number 2pQ sieve
3. Unacc�ptable �ill Material
a. In.�situ sails classx�ied as ML, MH, PT, QL or OH in accorciance wif.1� ASTM
D2487
4, Select Fill
a. Classified as SC or CL in accordance with ASTM D2487
b. Liquid limit less than 35
c. Plasticity index between S and 20
15 2.3 ASSEMBLY OR �A.BRICATION TOLERANCES [NOT USED]
16 2.�4 ACCESSORTES [NOT USED]
17 �.5 SOURG`E QiTALrTY CONTROL [NOT USED]
18 PART 3 - EXECUTION
19 3.1 YNSTALLERS [NOT USED]
20 3.2 EXAMYNATTON [NOT USED]
21 3.3 PREPARATIDN
22 A, Proiection of rn-�'lace Conditians
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1. Pavement
a. Conduct activities in such a way that does not damage existing pavement that is
designated to remain.
b, Repair or z-eplace any pavement damaged due to the tteg�igence pf the
cant�actor outside the limits designated for pavement removal at no additional
cast
2. Trees
a. VJhen operating outside of existi.ng ROW, stalce permanent a�nd tempo��ary
construction easements.
b. Restrict all construction activities to th� designated easements and ROW.
c, Flag and protect all i�ees desigaaated to x•ernain in acco�•dance wzth Section 31 10
00.
d. Conduct enabar�i�rrzents in a naan,ner such ihat there is iao damage to tt►e t�•ee
canopy,
e. Prune or trim t�ree I�mbs as specifically allor�ved hy the Drawings or as
speci�ically allowed by the City.
1) Pruning or t�ix�ui3ing may only be accomplished with equipment
speci�ically designed fox tree pruning or trimming.
3. Abqve ground Strlactures
a. Protect aIl abo�r� grou�d strueiures adjac�nt to the cnnstruct�on.
CITY OF FDRT WORTH
STAT�I3ARD CONSTRUCTION SPECIFICATIDN BbCLIMENTS
12evised April l5, 2021
TR[N1TY SOUI.EV�RD PH1
CITY PRO.TECT No. 1 Q2101
3] 2400-5
EIvIBA1QI��AITS
Page 5 of 9
1 4. Traffzc
2 a. Maintain existing trafiic, except as modified by the tr'afiic control plan, and in
3 accordance with Section 34 71 13.
4 h. Do zaot block access to ci�iveways or alleys for extended pe�-iods of time unless:
S I} AIternative aceess has been prouided
6 2} I'roper notification has been provided to the proper�y owner az reszdent
7 3} It is specifically alIowed in the traffic con�ral plan
S 3.4 �NSTALLAT�UN
A. Embankments General
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1, Placang aiad Cori:�pacting Eznban.kmant Material
a. Perform fill operation in an orderly and systematic mann�r using equip�ent in
proper sequence to mee� �he campaction requirern.enis
b. S.carify and laosen the unpaved surface areas, except rocic, to a depth of at least
6 inches, unless atherwise shawn on the Drawings
c. Place �iIl on surfaces firee fronn Y�•ees, stuxzaps, roots, vegetatioa, or ather
d�;leterious �aterials
�i. Bench slopes before placing material.
e. Begin f�llin� in the Iowest sectian or the toe of �.e v�vork area
� When fill is placed direcfily or upon older fill, remove d�bris and any loose
material and proof roll existing surface.
g. After spreading the Ioose lifts ta the required thickness and adjusting its
moisture content as neeessa.�y, simultaneously recarnpact scarified material
with the placed emb�anent material.
h. RoI1 with sufficient nu�mber passes ta achieve the minim�rn required
2S compaction.
26 i. P�-ovide water sprinl�led as necessary to achie�e required mozsture Ievels for
27 speci�ed compaci:ion
28 j. Do not add additional lifts until the eniire previous 1if� is properly compacted.
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2. Surface Water Control
a. Grade surface horizo:�tally but provide with sufficient longitudinal and
transverse slope to allow for runoff of surFace water fror� every point.
b. Conduct fills so that no obsttuction to drainage frona any other sections of �ill is
created.
c. Install temporary dewatering sumps in Iow areas duriug filling wher� excess
amounts flf runoff collect.
d. Cotxzpact us�ifoz�ml.y ihz-aughout. Kcep surfaces of fill reasona6ly smooth and
free fram humps and hollows that would prevent proper uniforni nompact�nn.
e. Do not place fill durin� br shortly after rain evenYs vsrhic�a prevent proper w�rk
placennent of the material and compaction
£ Priar to resurning compaction operatians, remav� inuddy material off the
surface tn expose firm and compacted znaterials
B. Ernbatikmen.ts �or Roads
1. Only Acceptahle Fill Material wi11 be allowed for raadways
2. Embankrnents far roadbeds shall he constructed in layers approximately parallel to
the iinished grade of the street
3. Construct generally ta coxiform to the cross section of the subgz•ade section as
shown in the Drawings.
CITY OF TORT WORTI�
STAIVDAR� CONSTRUCTION SPECIFICATION DOC[T11�ILNTS
Revised April IS, 2021
TRINITY BOUL�+VARD PHl
CIT'X PR07ECT IVo. 1021Q1
3124Qq-fi
T.MAANKM�AITS
Page 6 af 9
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4. Esiablis� grade and shape to tl�e typical sec#ions sha�wn o�� the Dxawings
5. Maintain finished sections af emUankment t� ihe grade and compaciion
requirements unt�l ti�e project is accepted.
C. Earth E�nbanl�nents
I, Earth embar�kcne�t is mainly campassd of znaterial oti�er than rac1�. Consta�ct
embanlcments in successive layers, evenly distributing materials in lengths suited
for spzi�al.cIiz�g and z•olling.
2, Rock or Concrete
a. Obtain approval fram �he City prioi• to incorporating rock and broken conc�'ete
produced by the consix-uction pfoject in the lower I�.yers af the emhanl�tnent.
b. Na Rocl� or Concrete will be peiznitted in embanIanents in any location where
1'uture utilities are anticzpated.
c. When ihe size of a�proved rocic ar brolcen concrete exceeds the layer thicicness
place t.he rock and concrete ou�side thE 1'units of the proposed si�ucture or
pavement. C:�i.t and remove all exposed reinforcing steel from the brolcen
concrete.,
3. Move the material dumped in piles ar windrows by blading ar by similar mefhods
and incorpaxate it into unifo�-rn Iayers.
4. Featheredge or mix abutting layers of dissimila�- inaterial for at least 100 feei to
ez�sure tbere are n.o abz•upi changes in t�e znaterial.
5. Br�ak down clods or Iumps of material and mix embankment until a uniform
mat�rial is attained.
1�. Rock Embanl�ents
24 1. Rock e�x�.i��nkment is xnainly cacraposed of xocic.
25 2. Rock Embanlcrzients for roadways are only allowed whe� specificauy designatecE an
26 the Drativing�.
27 3. Cons�-uct rocic embazikments in successive Iayers for the fi�11 widtk� af the raadway
28 cr•oss-section with a depth of 18-inches or less.
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4. The Iayer depth for large rock sizes sha11 nat exceed a dep�h o�' 18-inches in any
case. Fi11 voids created by the Iarge sione matrix with s�naller stones during the
placeinent and fiIling operations.
5. Ensure the deptla of tb.e en�.bazikuaexai laye:r is greatez tb.an tlae zna�innuz�a diznension
of any rock.
6. Do notplace rocic greater than I8-inc�es in its maximum dimension.
7. Construcf the �nal la�er wzYh graded rm.aterial so tbat the dez�sity and uniforznity zs
in accordance compact�on requirements.
$. The upper or final layer af rocic embanlunents shall cantain no material lar.ger than
4 in.ches in �kieir maxi�rz�unn dizne�.sion.
E. Density
1. Compact each Iayer until the maximu�n dry density as determined by ASTM Db9$
is achiev�d.
a. Not Under Raadway or Structuz�e:
1) areas to be eompacted in the open, not beneath any st��ucture, pavement,
flatworI�, or is a minixnum af lfoot outside ofthe edge of any struct�.ue,
edge of pavement, or bacic of curb.
CITY OI' FURT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 15, 2C121
TRINITY BOUI,EVARD PHl
CPTY PR07ECT Na, 102101
312A00-7
EMBANKM�NTS
Page 7 0€9
1
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a) Campact each Iayez• ta a minim.Uz�a o� 90 p�rcent Standard Proctor
Densiry.
b. Emb�krz�.ents under fiit�u�e paving:
1) Compact each layez to a minimum of 9S percent sta�n.dard proctor density
vtrith a mnisture content not to �xceed +4 perceni or -2 per�ent of optimum
nnoisture ar as indicated on the Dra�,vings
c. E�l�ankments under stnzctures:
1) Compacted each lay�r as indicat�d on the Drawings
F. Maintenance of Moisture and Rewarlcing
1. Maintazn the density and moisture eontent once all requirements are met.
2. For soils wit11 a PI greater than 15, maintain the moistiu•e content no lower than 4
percentage points 6elow optimum.
3. Rework the materiall;o abtain the specified coinpaction when the material loses the
�•equired stability, density, moisture, ar fi�ish.
4. Altcr t3ae compactzon zalethods and proceduz•�s on subsequent work ta abtain
specified density as directed by the City.
i7 3.5 REPAIR [NOT USED]
18 3.6 RE-INS�`ALLATION [NOT iTSED]
I4 3.7 FIELD QUAILITY CONTRaL
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A. Field Tesis and Ivspections
1. Proctars
a. The City wi11 per%rm Proctors in accopdance with ASTM D69$.
b. Test resull:s will generaIly be available to within A� calendar days and distributed
to:
1) Contractor
2) City i'roject 11�anager
3) City Inspector
4) Engineer
c. Notify the City if the characteristic of the soil changes.
d, City will perform n�w proctors fox• vazyizag soils:
I) When indicated in the geotec�nieal investigation in the Append�
2) If notified by the Con�ractor
3) At the cflnvezaienca of �1ae C.ziy
e. Emb�.nicir�ents wliere different soil types are present and are b�ended, the
pxoctors shall be baseci on the �ixiure of those soils.
2, Peoof Rolling
a, Embanicments under Future Pavement
1) Ciry 1'roject Representative rnust be on-site during proof rolling operations,
2} Use equipment that wiIl apply suf�cient Ioad to identify saft spots Yhat rut
or pump.
a) Accepfable equipment includes fully loaded single-axle water truck
witi� a 15�10 gallon capacity,
3) Make at least 2 passes with the proof raller {dovcm a.nd back = l pass).
4) O�fset eac� trip by at z�t�ost 1 tir� widYh.
5) If an unstable or non-uniform ai ea is found, coz-�ect the area.
CITY OF FORT WORTH
S'F'AIVAARD CO3VSTRUCTION SPHCiFICATIOIV DOCUM�NTS
RevisedAprillS, 2021
'T'RTN1T"Y BOLTT.EVARD PHI
C1TY PIiO.IECT Nu. 102101
312400-8
�MHANKMENTS
Page 8 af 9
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�� COTi�Ct
a) So� spots that z•ui oz punnp greatez than 314 i�cla.
b) Ai`eas that a��e unstable or non-utufoim
7) It' a non-unifo�m area is found then correct t1�e �.z•ea.
h, Embas�I�nents Not Under Fufiue Faving
1) No Praof Rolling is required.
Density Testing af Embaz�anaents
a. De�sity Test shall be in confaixnance with ASTM D2922.
b. For EmUanl�nents t�nder future pavemer�t:
1) The Gity will perfo�� density testing twice per warking day when
compaction ope�-ations ar� being conductEd.
2) Tb.e testivag Iab shall take a minimum of 3 density tests, but the number of
test shall be appropriate for the axea being compacted.
3) Testzng shall be rep�-esentative af the cu�•:reraf lift being coznpacted.
4) Special attention should be placed on edge cQndiiions.
c. For Embar�letnents not und�r future pa�ement ar structui'es:
1) The Ciry will perfarm density testing once working day when compaetion
operations are being conducted.
2) The testing Iab shall talce a zniniz��t,�a of 3 density tests.
3) Testing shall be representative of the current lift being compacted.
d. 1Vlake tha area where the embankment is l�eing placed available fo� testing.
e. The City wi11 detef-�nine the location of the test.
£ The City testing lab will provide results to Contractor and the City's Inspectnr
upon eompletian of the testing.
g. A fotmal report will be posted to the City's BIM 36d site savithin 48 hours.
h. Te�t repor�s shall ix�clude:
1) Location of test by statian number
2) Time and date af test
3) Dept�i of testing
4) Field rnoisture
5) Dry density
6) Proctor identifier
7) �'ezcent Pz•octor De�sity
34 B. Non-Confarming Wo1•k
35 I. AI1 non-conforming worlc shall be removed and replac�d.
36 3.8 SFSTEM STARTUP [NOT USED]
37 39 ADJiTSTING [NOT USED]
38 3.10 CLEANING [NOT i�SED]
39 3.11 CLQSEOUT ACTIVITIES [N�T USED]
4a 3.12 PROTECTION [NOT USED]
41 3.13 MA�NTENANCE [NOT US�Dj
�2 3.14 ATTACHMENT� jN�T USEDJ
43 �ND OF SECT�ON
CITY OF FORT WOR'�H
STANDARD CON5TRi7CTION SP�.CIFICATION DOCUMENTS
Revised A�pril 15, 2021
TRINITY SOUL,P.VAItI) PI-I I
CITY PRCI.TECT No. 102101
312400-9
EivIBA3+]KMENTS
Page 9 of 9
Revision Log
DATE N�ME SUMM�IRY OF CHANGE
1.2 --- Added possible measurement and payment p�ocedures and Bhie
12/20/2012 D. John.soz� text for instruGtions on how the �nethods s�ould be applied
2.2.2.a added GW ar�d SW xn.aterial classifieations
1128/I3 D. rohns�an 1.2 Modified Bxd Item names in payment section to dif%rentiate
beiwe�n Payrrient Methods on bid list.
CITY OF PORT WORT�I TRINITY SOULEVAItD PHl
STAI�f�ARD CONSTRUCTION SPECIFICATION DOCUME3�I'1"S CITY PRO.I�CT Na. 102101
Revised April 15, 2021
312500-1
�ROSION AND SEDIMENT C�NTROL
Pageiof9
1
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3 PART 1 - GFNERAL
4 1.1 SLJMMARY
5
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8
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10
A, Sectian Tncludes:
�ECTION 31 2S 00
EROSION AND SEDIM�NT CONTROL
1. Implainentation ofthe project's Storm Water Pollution Prevention Ylan (SWPPP)
and installatian, ma�tenance, remaval of ernsion and sediment controls devices,
and esiabli�hment of final stabraization.
B, Deviaiions from this City af Fort Wai•th �tar�dard Speeification
1. None.
11 C. Related Specificatian Sections include, but axe nai necessarily Iimited to:
12 1. Di�ision 0— Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division 1 General Requu-ements
I4 1.� PRICE AND PAYMIIVT PROCIDURES
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A. M�;asurement and Payment
I. Storm Water Pollution Preventian Plan �1 aere
a. Measurannent
J) This �iem is considered subsidiary to the various Ytems bid.
f�. Payment
1) 'I'he warkperformed and the materials furnished in accardance wzth this
Iteno. are subsidiary to t1�e st�•ucture or Items be�ng bid and no ather
campensatian wiIl be allowed.
2, Stor� Water �o]Iution Pxev�ntion Plan > 1 acre
a. Measurement far this Item shall be by lurnp sum.
U. Payment
1) The wark performed and the materials fur�.islaed 'ua accax�dance with this
Item s�.all be paid for at the lump sum price bid for "5WPP�' ? 1 acre".
c. The price bid shall include:
1) Preparation of �WPPP
2) Implementation
3) Permitti.z�g fees
4� z�5t�t�o�
5) Maintenance
6) Removal
7} Obtazn.ing and/or co.tnp.lying with g;rading andlor fill permits, if required
8} Final stabilizatian
37 1.3 Ttg{IItINCF�
38 A. Reference Standards
39 l, Reference standa.rds cited in this Specifica�ion refer to the current reference
40 standard pub�ished at the tune af the latesi revision date logged at the end of this
41 Speci£icatio.n, unless a date is specif"ically cited.
CTI'� OF FORT W ORTH TRINITY BqULF,VARD PH1
STAIdD�ItD CONS"I`RTICTIL]IV SPEC]CICATIOIV D�CUMENTS CITYPA07ECT NO. 102101
Revised Apri1 29, 2021
31 2500-2
ERpSIOIV ANp SE�]IM$NT CpNTROI.
Page2of9
1
2
3
4
5
6
7
$
9
IO
I1
12
13
14 1.4
2. ASTM Standard:
a. ASTM D3786, Standard Test Metlaod for Bursting Stirength of Textile
Fabrics--Diaphragm Bursting Strength Tester Method
b. ASTM D4632, Standard Test Method for Crrab Birealcing Load an.d Elongatian
of Geote�tiles
c. ASTM D4751, Standard Test Method for Determining Apparent Opening Size
of a Geatextile
d. ASTM D4833., SEa�dard Test Method for Inde� Puncture Resistance of
Geomembranes and Related PrQducts
3. Texas Cornmissic�n an En.vi�onmental Qualii.y (TCEQ) TPDES General I'ermit No.
T�isaoao
4. TxDQT Departmental IVlaterial Specifications {DMS)
a. DMS-6230 "Ternpora�y Sedi�t�aent ConYrol Fence Fabric"
ADNIINI�TR.A"1�VE REQUIREN,IINTS [NOT USED]
15 1.5 SUSMCTTALS
l6 A Storm Water Pallutian Pxeventian P�an (SWPPP)
17 B, TCEQ Noiice of Intent {NOI) for Storm Water Dischaxges Associated wiih
I 8 Const�etion Activity under the TPDES General Pez•�it
19 C. Construciioza SiteNotice
20 D. TGEQ N4tice of Termination (NdT) far S�ortn Water Discharges Associated with
21 Construction Activity under the TPDES General Perrmit
22 E. Notiee of Change {if applicable}
23 F. Grading and/ox• �ill permi�, if requ.ired
24
25 1.6 ACTTON SUSNIITTAL�IYNFOItMATIONAL Si]BM[TTALS [NOT USEL]J
2b 1.7 GLOSEOUI' SUSMCTTALS [N�T USID]
27 1.8 MAIN'IENANCE MATI+,RIAT, SUSNIITTALS [NOT USIDI
28 19 QIIALITY ASSURANCE [NOT USIDJ
29 1.10 DII�IVERY, �TORA,GE AND HANDLING [NOT USIDj
Ki�.
31
l.11 F[ELD [SITE� CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USID]
32 PART 2 - PRODUCTS
33
3A�
35
3G
2.1 OWNEit-��CJRN��HID [oR] OWriQt-SUPPLIID PRODUCT� [NOT IISID]
�.2 PRODUCT TYPES AND MATFRIALS
A. Rock Filter Dams
1. Aggregate
CITY pF FQRT WORTH TRINITX B4ULEVARD PH1
STANDARD CaNS3'RiTCI'ION SPECIFICATION DOCLTMENTS CITY PROdECT NO, 102101
Revised A�iil 29, 2fl21
31 2500 -3
EROSION AND S�DIivI�NT CONT120L
Page 3 of 9
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a. Furnis�aggregatewithhazdness, durability, cleanliness andresistanceto
crumbling, flaking and eroding aeceptable to the E�agineer.
b. Provide the fo�.owin�:
l. ) Types J., 2 azad 4 Rocic Filter Dams
a} Use 3 to 6 ir�ch aggregate.
2) Type 3 Rocic �'iii:er Dams
a) Use 4 ta S inch aggregate.
2, Wire
a. Provide miniti�um. 20 gauge gaivanized wire for the steel wi�e mesh and tie
wi�res f�z• 'I'ypes 2 and 3 raek filter dams
b. Type � dams requue:
1} Double-hvisted, hexa�analweave vvit.� a nozniz�al znesk� opening of 21/z
inches x 3'/4 inches
2} Miz�iz�.aun� 0.086b inch steel wire far netting
3} Nlinimurn O.1D63 inch steel�vire far selvages and corners
4} Minimum 0.086$ inch for binding or tie wire
B. Geot�xiile Fabric
18 1. Place the aggregate aver g�otextile fabric meetib.g �11e fo�lowing criteria:
19 a. Tensile Strength of 250 pound�, pei ASTM D4632
20 b. Puxactuxe Strength of 135 pounds, per ASTM D4833
21 c, MuIlen Burst Rate of 420 psi, per ASTM D378b
22 d. Apparent Openix�,g Size of No. 20 (ma�), per ASTM D47S 1
23 C. Stabi�ized Construction Ent�•az�ces
24 1. Pra�ride m�terials that meet the details shown an the Drawings and tl�is Section.
2S a. Pz-ovzde crushed aggregate for long and short-te��m constiuetion exits.
2b b. Furnish aggregates that are clean, hard, durable and fxee �rozn adherent eoatings
27 such as salt, alkali, d'u•�, clay, Ioam, sb.ale, soft o�� £�aky materials and otganic
28 and injurious matter.
29 c. i7se 3 to 5 inch coarse aggregata wit� a minimurn thickness of 12 inehes.
3fl d. The aggregate shalI be placed o�er a g�otextile fabric meeting the fall.owing
31 criteria:
32 1) Tensile Strength o�' 300 pounds, per ASTM D4632
33 2) Puncture �trength of 12d pounds, per ASTM D4833
34 3) Mullen Burs� Rate of 600 psi, per ASTM D3786
35 4) Apparent Opening Size of No. 40 (max), per A,�TM D�751
36
37
38
39
40
41
�}2
43
�4
�F5
46
D. Fanbanlcment for Exaszon Control
1. Provide rnck, loam, clay, topsoz! a.r other earth rnaterials that will form a stable
emban.km.�nt to meet the intended use,
E. Sandbags
l, Provide sandbag material of polypropylene, polyethylene or polyamide woven
fabt•ic with a minimum unit weight of 4 ounces pex squa�re yard, a Mullen burst-
st�ength exceeding 300 psz, and an uitraviolet stability exceeding 7� pereent.
2, Use natural coarse sand nr manu�actured sand zx�.eetit�g tk�e giradat�azz gi�en in Table
I to fill sandba�s,
3. F'illed sandbags mt�st be 24 to 30 inches Iong, 16 ta 18 inches wide, and 6 to $
inches thick.
CITY OF FORT WORTH
STAI�13ARrl COIVSTRUCfIflN SPECIFICATION DDCiIMENTS
Itevised Apri3 29, 2021
TTt1NITY BOULEVARD PH1
CITY PROSECT NO, 102101
31 25 40 -4
EROSION ANIJ SEDIMEN� CO3�TRQL
Page4oi9
1
2
Table 1
Sand Gradatiou
Sieve # M�im�m Retained (% by Weight)
4 3 percent
1QQ 80 percent
200 95 pez-cent
3
4
5
6
7
8
9
1D
lI
12
13
14
15
16
17
18
19
20
2l
F. Teinporary Sediment Control Fence
1. Provide a uet-rait�fozced fence using woven geo-textile fabric.
2. Lagos visible �a ihe traveling public will not i�e allawed.
a. Fabrric
1) Provide fabr�c zxaateria�s in accordaa�.ce with DMS-623Q, "Temporary
5ediment Cantrol Fence �abxic."
b. Posts
I) Provfde essentially s�`aight wood or steelposts with a minimum length of
48 inches, unless otherwise shown onthe Drawirlgs.
2) Softwoodposts must be at least 3 inches in diameter or unrninal 2 x 4 inch
3) Hardwoodposts znust ha�e a tiaimznnurn cross-see�inn of 1-1/2 x I-1/2 incla
4) T- or L-shaped steel posts �ust have a minizxium wezght af �.3 pounds pez�
foot.
c. Net Reinfarcement
1} Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire
nnesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wid�,
uzaless otherwise shown on the Dra�x+ings.
d. �taples
i) Provide staples with a crown at least 314 inch vvide and legs 1/2 inch long.
22 2.3 ACCESSORIF� [NOT USED]
23 2.4 SOURCE QUALTTY CONTROL [NOT U�IDj
24 PART 3 - EXF�UTION
25 3.1 INSTALLERS [NOT USID]
2b 3.2 F.XANIINA'ITON [NQT LTSFD]
27 3.3 PREPARATION [NOT ZTSID]
28 3.4 INSTALLATION
29
30
31
32
33
34
3S
A. Starm Wa�er Pollution Prevention PIan
I, Develop and implement the project's Stoz m Water Pollutian Prevention Plan
(�WPPP) in accordance with the TPDE� Construetion GeneraI Permit TXR150�00
requirements. Pre�ent water pollution from storm wat�r runoffby using and
maintaining appropriate structural and nonsh uctul,al BMPs to reduc e pol�utanis
discharges to the MS4 from the construction site.
B. ControlMea�utes
CTT'Y OF FORT W012'TH TRINITY SdiJLEVARD PFII
STANbARD CONSTRLFCTION SPECIE'ICATIQN I7dCUMENTS CITY PROJECT NO. 102I01
Revised April 29, 2021
3i asao-s
�RQ510IV AI�i17 SET7IME]�T CONTROL
Page 5 of 9
] 1. Implement conirol measures ul the area to be disturbed be�ore beginnitag
2 construc�ion, or as drrected. Limit fhe disfuirbance to the area shown on the
3 Drawings or as directed.
4 2. Con��ol site waste such as disca.rded buiiding zx�aterials, cancrete truck washoui
5 water, che�icals, litter and sanitary waste at the construction site.
6 3. If, in the opinion n�the Engineer, the Contractor cannot control soil erosion and
7 sedi.txi.entation z-esultat�g fram construction operations, the Er�gineer will 1'unit the
S disturbed area ta that which the Contractar is able to cnntrol.
9 4. Imnnedaately coxrect izzeffective conlxalrneasures. I�Iement additional controls as
l0 directed. Remove excavated material wiihin ihe ti�te requirernenfs specified i.n. the
11 applicable stormwaterpermit.
l2 5. Upon acceptauce of vegetatzve cover by the City, remove and dispose of all
13 temporary controlmeasures, temparary em.banl�x�ez�ts, bz-idges, matting, falsework,
I4 pilvlg, debris, or oth�r obstructions placed during cansiruction ihat are not a part of
15 the £iz�ished waxl�, ar as d'u�ected.
Ib
17
Z8
19
�. Da not locate disposal areas, stocicpiles, or haulroads in any wetland, watez body, ot�
st�-eambed.
D. Do not an.sta� teznpora�y eonstruction crossings in or a�cross any water body without the
prior appraval af the appropriate resource agency and the Engi�eer.
20 E. Provid� piotect�d stnrage area for paints, chemicaIs, solvents, and �ertilizers at an
21 approved locatzon. KE:ep paints, chemicals, solvents, and fertilizers off b�e ground and
22 px•oVide shelter fpr stared chemicals.
23
24
25
F. Installa�ion and Maintenance
I. Perform worlc in accordance with th� TpDES Construction General Permit
TXR150000.
26 2. When approved, sedirnents may be disposed of within eix�.banknnents, oi° in areas
27 where th� material vvill not contaribute to further siltatian and wl�en appropriate
28 stabzlization is provided.
29 3, Dispose of rerzao�ved no.ater�al iva accordance with federal, state, and local
30 xeg,ulations.
31 4. Remo�e devices upon appraval or wh.en directed.
32 a. Upan removal, fin'vsh-grade ar�d dress the area.
33 U. Stabilize disturbed ar.e�s in accordance wiih the permit, and as sJ.�.own on the
34 Drawings or directed.
35
3b
37
38
39
40
41
42
S. The Contractor retains ownership of stackpiled material and rnust renaove it from
th� project when nevcr instaIlaYaons or repIacezxze�ats az-e no longer required,
G. Rocic �r�ter Danns for Erasion Control
i. Re�nove tre�s, brush, slunr�ps az�d othex abjectionable material �hat may interfere
with t�►e constructian af racic filter dams.
2. Pla.ce saz�dbags as a foundation when requi�ed or at the Contractor's option.
3. For T�pes 1, 2, 3, and 5, place th� aggregate to the lines, height, and sZopes
specifzed, without undue voids.
C1TI' OF F�RT WORTH
S'L'ANI7ARD CON3TRUC'iION SPECIEICA'iION DDCUM�NTS
Revised Aprll 29,2021
TI2IN�TY BOULEVAliD PHS
CITY PRQ7ECT NO. 10210 ]
3] 250Q-G
EROSION A]VD S��IM�N'I' CbNTROL
Page6of9
4. Fax Types Z and 3, pl�ce the aggregate o� the nr�esh and fihen fold the mesh at the
upstream side ar�er the aggregate and seeure it to itself on the do�,vnstream side with
wire ties, or �og rizzgs, or as dir�cted.
S. Place z-ock filter dams perpendicular to the flow afthe s�-eazn or channelurile�s
othexwise darected.
G 6. Cons�tuct fi�ter dams according to fihe fo�towing criteria, unless oth�.rwise shown on
7 tlae Drawings:
8 a. Type 1 (Non-reinforced)
9 1) Heighf � At Ieast T 8 inches nseasured ve�tically from existing g�•ouz�d to top
10 of filter dam
11 2) Top Width - At least 2�eet
12 3) Slopes - At most 2:1
13 b. Type 2 (Reinfdre�d}
14 1) Height - At Ieast I$ inches measured vertically fram e�zstiu�g ground to t�p
15 of filter dana
16 2) Top Widih - At l�ast 2 feet
17 3) �lnpes - At mast 2:1
18 c. T�rpe 3 (Rein%rced)
19 1) Heighi - At least 36 inches measured vertically frozxz exi�ting ground to top
20 af f:�ter dam
21 2) Top Wzdth - At least 2 feet
22 3) Slopes - At xn.ost 2:1
23 d. Type 4(Sack Gabions)
24 1) Unfold sacic gabions and smaath outlranks and be�ds.
25 2} For �rer�ical iilling, eonn�cf the sides by lacfa�g in a singIe laop—double �oap
26 pattern Qn 4- to 5-inches spacing. At 1 end, pull the en:d Iacing rod until
27 tight, wrap around the end, and twist 4 times. At the filling end, fill with
28 stone, p�ll the rod fzght, cut t�ie wire with appro�nately 6 inches
29 remaining, and tw�st w�res 4 tinues.
30 3) For horizontaI filIing, place sack flat in a fillin.g trough, fill with stone, and
31 connect sides and secure ends as deacribed above.
32 4} Lift at�d placa wi�hout damaging the gabion.
33 5} Shape sacic gabions to existing cantours.
34 e. Type 5
35 1) Provide rock filter dams as sb.own on the Dravvings.
36 H. Construction Ent� ances
37 1. When tracking c�nditions e�st, prevent traffic from crossing or exiting �he
38 construct�nn site or inov�ng directly o.nto apublic roadvvay, alley, sidevvallc, parking
39 area, or otlaer right of way areas other than at the laeation of construction entrances.
40
41
42
43
4�
45
46
47
2. Place the exit over a foundatior� caur�e, i.£necessary.
a. Grade th� foundatton course or compacted subgrade to direc� runofffrarn th�
eonstruciion exits to a s�diment trap as shown on the Drawiza..gs or as directed.
3. At drive approaches, make sure the cons�uctio� e�traz�ce is the f�lI vvidtlt of the
drive and n:a�ets the lengtf� shown an the Drawings.
a. The widtkr. sha�i be at least 14 feet for 1-way and 24 feet for 2-way tra:#'fic foX• al1
other points of �gress or egress or as directed by the Engineer.
I. F.arthwork far Erosion Control
CITY OF FORT WORTH '1'RTNIT'Y BO[]LEVAI�D PHl
5Ti1NDARD CONS'fRUC"I'IOTT SPECII'ICATIbN bOCLTIVIEI�I`I'S C1TY PRO.TECT NO. 1021Q1
lievised Ap�it 29, 2Q21
3 l 25 00 - 7
EROSIaN AND SE]]1MEI�IT CONTROIJ
Page 7 nf 9
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1. Perfoxz�. excavation and embanlan�nt operations to zninimiza erosion and to rernove
collected se�iclients frorn other e�osion control devices.
a. Excavaiion an.d Embankment for Erosion ControlMeasures
1} Pla.ce eart� dilces, swales or cambinations of both along the law crown of
daily lift placernent, or as dueeted, to pre�ent runoff spillavex.
2) PIace swales and dikes at oilaer Iocations as sY�own on the Drawings or as
directed to prevent runoff spillover o� to divett runof�.
3) Const�•uct cuts with the low end bloclzed vcrith undistuxbed earth to pre�ent
erosion of hillsides.
�4) Construct sediment iraps at d�rainage structures in conjunction with ather
erosion conY�ol measu�•es as shown on t�e Drawings or as directed.
5) Where required, create a sedimeni basin proviciing 3,600 cubic feet of
storageper acre drained, or equivale�t control�neasures far drainage
lacations that serve an area with 10 or znore disturbed acres at 1 time, not
including offsite areas.
b. Excavatinn of Sedi.ment and Debris
1) Remo�ve sediment and debris when accumulation a�fects the performance of
the devi�es, after arain, and when directed.
2} Remove sediment from sediznent traps and sediPneniaiion ponds no laier
thau t1�e time that design cap.acity has been reduced by 50%.
Sandbags for Erosion Control
1. Construct � be�an ox dam of sandbags that will intercept sediux�ent-laden starm water
iunoff fro� disturbed areas, create a retentron pond, detain sediment and release
water in sheet flow.
2. �`i11 each bag �vith sand so that at least the top 5 inch�s ofthe bag is unfilied to
allow far proper tying af the open end.
�lace the sandbags with their tied ends zn the saz�n� directian.
4. Offset subsequentraws of sandbags 1/2 the len.gt�Z o�tne preceding row.
5. Place a single layer of sandbags downs�ream as a secandary d�bris trap,
b. �Iace additidnal sandbags as necessary or as direc�d for supplementaz'y support to
berms o�• daz�ns af sandbags or earth.
32 K Temparaty Sediment-ContrnlFence
33 1. Provide temporary sed'unent-control �ence near the downstreampericnet�r of a
34 disturbed ai-ea to mtercept seditxzent fz•pin �heet flow.
35
36
37
38
39
40
41
42
43
44
45
46
47
2, Inco.rpoiate tne fence into erosion-cantirol t�.easures used to control sedimeni in
areas oihigher fln�r. Install ths fence as shown on the Drawings, as specified in this
Seciion, or as directed by the �ngineer or City repr�sentative.
a. Post Installatzon
1) Erribedposts at least 18 inches de�p, or adequately anchor, if in racl�, with a
spaeing of 6 to S�eet and 'mstall on a slight angle toward the run-oF�source.
U. Fabrin Anchoring
1) D'zg trenches along the uphil! side of the fence to azxclaar 6 to S inches of
fabric.
2) Provide a�inimum teench cross-section of 6 x 6 inch�s
3} Pl�.ce the fabric against the side af tlie trench and align appro�vnately 2
inches of fabric along the bottom in the upstreazn duection.
4} Backfill the trench, th�n hand-taxnp.
CTI'Y Or FORT WORTI-T
STAN]�ARD CONSTRUCI TON SP�CIFICATIOhT DOCUMENTS
Revised April 29, 2Q21
TRTNI'CY BOULEVARD PHl
CITX PRO.TECT NO. ] 02101
31 2500-8
ERO�ION AND SEDIMENT CONTROL
Page 8 of 9
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�'abric and Net Reinforcement Attachment
1) LTnless otherwis.e shown undexthe Drawings, attach the r�inforcement to
�rooden posts with staples, or to steelp.osts wii:h T-cfips, in at least �4 places
equally spaced.
2} S ewn vertic al pockets rnay be used to attach reinfore�ffient to end post�s.
3} Fasten the fabric to ihe top s�rand of rreinforcementby hog rrngs or cord
eve�y 15 inches or less.
Fabric and N�t Splices
1} Locate splices at a fence post with aminimum Iap of 6 inches attached in at
least 6 pLaces equally spaced, unless oth�rwise shawn underthe Drawings.
a) Do not lacate spfices iri concentrated flow areas.
2} Requirements for i�.stallatio� ofusedtemporary sediment-contrnlfence
ir�clude �e following:
a) Fabrie with minimal or no visible signs of biadegradatian (weak iibers)
b) Fa�ric without excessive patching {more than 1 patchevery 15 to 20
feet�
c) PostS wztlaout bends
d) Backing wi.ihoutholes
i9 3.5 REPATRIRFSTaRATION �NOT USEDZ
20 3.6 RE-INSTALLATION [NOT USID]
21 3.'� FTEGD [aR] SITE QIIALITY CONTROL [NOT USEDJ
22 3.$ SYSTEM STARTCTP [NOT LTSIDJ
23 3.9 ADJL]S'TING [NOT USED]
24 3.1�0 CLEANING
25 A. Wasie Manage�ent
26 l. Remove sedimeni, debris and Iitier as needed.
27 3.11 CLOSEOUT ACTiVITIFS
28 A. Erasion co�t�'ol measLu-es remain in place and are maintained until aIl soil disturbing
29 activities at the proj�ct site have been cnmpleted.
30 B, Estahlish a unafoxm vegetative covar with a density oF 70 percent an all unpaved areas,
.31 on areas noi covered by permanent struciures, or in areas where perm.anent erosion
32 control measures (i.e. riprap, gabions, or geotextiles) have been emplayed.
33 C. Once vegetative cover is achieved, the contractor shall reinove aIl temporary cantral
34 measures, before finaiprojeet acceptance. It is the conti�.ctar's responsi�bility to remave
35 alI temporary c antrol zneasures, un.les s tran,sfer of maintenance and subsequent r�moval
36 is trans.ferred to another entity in writing.
37
38
39
D. Upon �chievement of final stabilization, submit NOT to TCEQ, and provide a capy af
the NOT to the City of Fort Warih"s Environmcntal Quality Division, if requi�ed.
E. Coz�.p�ete and submit a Fin.aJ. Gxading Ceztificate to Development Services, ifrequired.
C1TY O�' FORT WQRTH TRI3�ITY BOULEVAR� PH1
STA3VDARD COI�ISTRUCI'TQN SPECIFICATIDI� DOCL%fviEiwl'I'S CITY PROJECT Nq. 102101
Ite�ised April 29, 202]
31 25 00 - 9
F�tqSION A�li] S�DIM�I+iT CON'1'ROL
Pege 9 of 9
1 3.12 PROTECTION [NOT USID]
2 3. ] 3 MAINTENANC E
3 .A. �nstal� at�d �ziaititain tEle iufegrity o� tempol-aiy erasion and sedimentatio� eontrol
4 de�ices to accumulate silt and debris until earthwork cor�struction a1�d percnar►ent
S erasion contralfeattue� are in pIace or the disturbed area has 6een acfequately stabiIized
6 as determined by the Enginee�.
7 B. If a device eeases to function as intend�d, repair or replace the device or portions
S thereof as necessary.
9 C. Perfor�n inspectians of tlae constrtactian site as prescribed in tl�e Const�-uction General
10 Peznr�.it TXRISOOflO.
11 D. Records of inspections and modifications based on the zesults of inspeciions must be
12 maintained and a�ailable in accardance wzth the perz�a�it,
13 3.�.4 ATTACITIV�+.NTS [NOT IISID]
14
15
E1VD OF SECTION
Revision T.og
DATE NAM� SUMMARY OF CHANGE
1. L A. 1. Revised language re; uksat section includes, 1.2 A. 2. c. Clarified items
ineluded in }�rice, 1.5 Added items to lisf ofssibmittals, 2.2Revised ianguage undea-
Apri] 29, 2Q21 M Owen roduct typeshnaterials, 3.�} Revised language under "Tnstallation", and3.1 1 C.
Added lang�aage to clat•ify respansiUility to remove Cempararyprotection device and
ezn�hasize elearing of ROW
I6
CI1"'Y OF FORT WORTH TRINITY HOiILEVARII PHS
STANDARb CONSTRUCI'ION SP�C]E'TCATTON �OCUMLNTS CITYPROJECTND. 1fl2i0.1
Revised April 29, 2021
329343-1
TRi�S AND SHRUB9
Page 1 af S
SECTION 32 93 43
TR�ES AND SHRUBS
�ART 1- GENERAL
1.I SUMMARY
A. Section Inel�des:
1. Tree and shrub planfing and zaaaintenan�ce wit,hin sU-eet xight-of way and easezn.ents.
2. Tzee remor�al and transplant is to be perfarmed in accordance with Sectian 31 10 00
B. Deviatior� f�-om this City of Fort Worth Standard Specifica�an
1. None.
C. Related Specifiea.tion,Sectio�as include, but are not n�cessarily li�n.it�d to:
1. Division 0- Biddizag Requireznents, Cantract Fo�-ms, a.nd Candiiion.s of ib.e Contract
2. Di�ision 1- Genera! Requuements
3. Section 31 10 00 — Site Clearing
4. Section 32 92 13 - Hydromulchir�g, �eeding and Sodding
5. Section 32 91 l 9- Topsozl Placernent and �'i.nislaing of �ar�ways
1.2 PRICE AND PAYMENT PR�CEDURES
A. Measurement and �ay�ezzt
I . Plani Tree
a. Measurement
1) Measurement fax tlai�s Item shall be pex eadl by caliper inch.
b. Pay�nent
1) The wark perfarmed and materials �urnished in accardance with this Item
and :naeasured as pro�vided under "Measvrement" wilI be paid for at th.e ur�it
price hid per each ixee to be Planted hy caliper inch.
c. The p�-ice bid shall inelude:
1) Furnishing and installing irees
2) Hauling
3) Grading and backiilling
4) Excavatian
5) Fertiliz�tion
6} Water
7} Removing and disposin� ofsurplus rnaterial
1.3 REFERENCES
A. Referenee Standards
1. Reference standards cited in this specifica�on refer to the current reference standard
published at the tirne of the latest re�ision data logged at the end of this
specification, unless a date is specifieally cited.
2. American National Standards Institute (AN�I}:
a. ANSI Z60.1, Amarican Standard for Nursery Stack
CITY OF FpRT WQRTH T12INITY BOUI.EVARD PH ]
STANDriRD CONSTRUCTION SPEC�'ICATIiON DOEUHI�NTS CITY PROJECT IVo. 142101
Revised May I l, 2021
32 93 43 - 2
TRE�S AND SI-iRUE35
Page 2 af 8
3. Hortus Third, The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing
C.o., New York,
1.4 ADMINISTRATIVE REQIIIREMENTS [NOT IISED�
X.5 ACTION �USM�TTALS [N�T LTSED]
1.6 INFORMATIONAL SUBIVIITTALS
A. Tree data: Submit certi�ication fram supplier that each type of tree can�orms to
speciiication requu-ements.
1.'� CLQSEOUT SUBMITTALS [NOT US�Dj
1.8 MAINTENANCE MATERIAL �USNIITTALS 11VOT USED]
1.9 QUALITY ASSiJRANCE
A. Coordination
1. Coardinate vvilh City F�rester p�'ior to beginning const�uction activities adjacent to
or that wiIl impact e�siing trees azad shrubs.
B. Qualifications
1. Landscaper specializ�d in landscape and plan�ing worl�
C. Substitutions
1. Not permitted unl�ss approved by City when specifiet� planting material is not
obtainable
a. Suhmit proaf of non-availability. together with propasal for use of equivalent
material.
b. Substitutions of larger size or better grade than speci�ed will be allo�ed upon
approval by City Farester, but with na increase in uu.it price.
110 DELNERY, STORAGE, AND A.ANDLING
A. Do not rexnove contazner grown stocic fro�n co�taine�rs be�aze tizne af planting,
B. Delrver� axad Aceeptance Requi�•ernents
1. Ship t�•ees with Ce:r��'icates of Inspection as requi�•ed by govez��zng au�tk�arities.
2. L�bel �ach tree and shrub with securely attacl�ed waterproof tag baazing legibke
designation af botanical and common name.
3, Use protecti�e covering during delivery.
4. Deliver packaged materials in iully labeled original containers showing weig�t,
analysis and name of manufactw�er.
C. Storage and Handling Requiremen�s
1. Protect materials from deterioration during delivery, and while stored at Site.
2. Do nat prune prior ta instal7ation.
3. Do not bend or bind-tie trees or shrubs in such manner as to da�nage hark, break
branches, or destray natural shape.
CITY OF FQRT WORT'H TRINITY BOULEVIiRD PH l
STANDARD CpI�TSTRUCTIQN SPECIFICATIQN DOCUM$NTS CITY PR07�CT No, 102101
Ravised May I l, 2021
329343-3
TRE�S AND SHIti3B5
Page 3 of 8
1.11 FIELD CONDITIOI�iS jNOT USED]
1.12 WARRANTY
A. Wairanty �'eriad: 2 years after jab acceptance
B. V1�arrant t�ees against d�fects including:
1, Death
2. LTnsatis�actary grov�th
3. Loss o#'shape d�.ie ta impro�aex pruning, maintenanee, oz' weather conditions
C. Plurnb leaning �-ees during warrranty period.
D. Remove and replace ti-ees found to be dead duririg warranty period.
E. Rema�+e and replace trees which are in doubtful conditian at end of wairanty period, or
wi�en approved by City, extend warranty period for f.rees fox• £uIl grawing season.
PART � - PR011UCT�
2.1 O'WNER FURNISHED PRODUCTS rNOT USEDj
2.� MATERiAL,S
l. General
a. Plants sha11 be txue to species and variety specified, garown under climatic
con�lition s similar to those iri the Iocality of the proj eci fc�r at least 2 years and
k�ave been freshly dug during the znost recent favorable ba.rvest season.
b.. All plant names and descriptians are as clefined in Hortus Third.
c. All plants are to be grown and harvested in aceordanee with the Arfaerica�
Standar�' fa� Nursery Stock
d. Uniess appra�ed by the City Forest�r, plants shall have been grown in a
latitude not moie ihan 2Q0 nailes north or south of the Iatitude of the project
unless the provenance of the plant caia be documented io be compatible vvztk�
ihe Iatztude and cold hardiness zone nf tl�e planting location.
2. Trees
a. Provide eon.tainer grown tree� which ar� straight and syznnaetrical and have
persistentiy pr�ferred nnain Ieader.
b. Marlt the iree's north orie�atatian in the nursery for all deciduous trees grown in
the £'ield with a 1-inch diameter spot ofwhite paint on the tree �iunlc �vzthin the
hattona twelve inches of the t��wk.
c. Crown sha1l be in gaad overall propartion to entire hezght af tree with
branching configuration as recommended by AN�I Z60.1 for type and species
speci�ied.
d. Trees designated as balled and burlapped (B&B) shall be propet-3y du� v�rith
firm, naturral balls of soil retaining as many fibrous roots as po�sible, in sizes
and s�apes as speci�ed in the Amef-ican S'ta�adard for i�ur�sepy Stock. Balls
shall be fimiiy wrapped with nonsynthetic, rottahle burlap and secured with
nails and heavy, nonsynthetic, rotta�le twine. The roat collar shall be apparent
at su�r£ace of ball. Trees with loose, broken, pz-ocessed, or manufactur'ed root
balls will not be accepted, except with special wz�tten appraval before planting.
CITY OT' FORT WORTH `1"RINITY BOULEVARD PH l
STANDA.RD C�NSTRUCTION SPECIFICATIDN AOCUMENTS CITY PRO.f�CT' Na. 102141
Revised May 11, 2021
329343-4
TREES AND SIT12UB5
Page 4 of 8
e. Where clump is specified, fiiinish plant having minimum of �I�-ee stems
originating fram cammon base at ground line.
f. Measure trees by avexacge calip�r of trunk as follows;
1) For t�-unks up ta 4 inches or less in diameter, meas�e caliper 6 inches
above top of x•oot ball.
2) Fa�• tz�unks more than 4 inches, measure caliper 12 inches above top of rao�
laalI.
3) Caliper meas�u-ements
a) By diameter tape measure
b} Indicated calipers an Drawings are zxi.in.imum
c) Averaging of plant caIiber: not pei7nit�ed
g. Trees sha.Il confot-m to following requirements;
1) Healthy
2) Vigorous stocic
3) Grown in iecognized nuk'sery 4) Free of:
a} D'zsease
b) Insects
c) Eggs
d) Larvae
e) Defects such as:
(1) Knots
(2) Sun-scaId
(3) Injurz�s
{4) Abrasions
(5) Di.sfigtu•ement
{6) Borers and infestations
3. Soil Praducts
a, Topsozl: See 32 91 19.
b. Peat mass, za�ulch and feriilizei: Use material recor�unended by City Forester
far establishnnent of healthy stocic after replanting.
4. Stalc�s and Guys
a. Provide zninimurn $-faot Iong steel T-stakes and 1 izzch wide plastic tree
chains.
b. Where ap.plicable for anchoring trees, use woad deadzxzen:
1) Minimuzxz: 2-inch by 4-inch stock
2) Minimum: 36 inches lon� and buried 3 feet.
3) Pravide white surveyor's plastic tape for flagging tree guys.
5. Tree Wrap, Twine and Seal
a. Wrap
I} �`irst quality
2} Bituminous impregnated tape
3} Coi�rugated or crepe paper, specifically manufactuz•ed for tree wrapping and
having qualities to resist insect infestatzon
b. Twine
1) Lightly tarred, medium-caarse sisa] (lat1�) yarn
CTTY OP FC}RT WORTH TRINITY BOiIf.EVART? P�I 1
STANDARD CONSTRUCTION SPECIT'ICATIQN AOCUIviENTS CITY PR07ECT Na. 10210]
Aevised IvEay 11, 2Q21
329343-5
TRE�S ANb SHRUBS
Page 5 of 8
2} Do not use nails or st�les to fasten wrapping
c. Seal; Commercially a�ailable �tee wound dressing specifically produc�d far
use in sealing n-ee cuts and wounds
6. Water: clean and free of industrial wastes or other substances hat�nful to th� grovvih
of the �ree
2.3 ACCESSORIES [NOT LT�EDJ
2.4 SOIIRCE QUALITY CONTROL
A. Notify City, prior to installaiion, of location wheze t�ees that I�ave been selecf.ed for
planting may be inspected.
B. Plani material will be inspected foz compliance with following requirements.
l. Genus, species, variety, size and qualzfy
2. Size az�d candition of balIs and root system.s, insects, injuries and latenl: defacts
PART 3 - EXECIITION [NOT USED]
3.1 �NSTALLERS [NOT USED]
3.�. EXANIINATZON [NOT USED]
3.3 PREPARATI�N
�. G�neral
I. Schedule work so that planting can proeeed rapidly as portions of site become
available.
2. Plant trees after final grades are established and prior to seeding or sodding.
3. When planting o� treas occurs after seeding work, protect seeded areas and
promptly repair da�.age to seeded areas resulting fram tree pianting operations in
compIiance with requirements of Sec�ion 32 92 I3.
4. Layout individual trees at locatians shovu'n on Drawings.
5. In case of co:nflicts, notify City before proceeding r�vztb wark.
b. Stalce t.�'ees foz' City approval.
B. Preparation of Flanting Soil
1. Be�'ore inixing, clean topsoil nf rao.ts, plants, sod, stones, clay lumps, and otIaerr
extrazaeous tnaterials �armful or toacic to plant growt�.
2. Strip and utilize 4 i�ch layer of tap soil from e�sting grou�ad.
3. DeIay tnixing of fer�i.lizer when planting will not ft�llaw placing of planting sozl
wzthin 48 hours.
4. Incorporate amendments into soil as part of soil preparation process prior to fine
gradin.g, �ertilizing, and planting.
5. Broadcast or spread a�nendments evenly at specified rate over planting area.
6. Tharoughly incorpoz•ate amendments into tap 3 or 4 inches of sail un�il amencinielits
are pulverized and have becaxne homogeneous Iayer of topsoil ready fo r planting.
Cl'I'Y OF F�RT WORTH TRl7VITY BOULEVARD PI� 1
STANDARD CON5TRUCTION SFECIPICATIDN DOCUMENTS CPI`Y PROJECT No. I02101
Revised May I 1, 2021
329343-G
TR��S �TD SHRUBS
Page 6 of $
3.4 INSTALLATION
A. Planting
1. Excavate pits, beds, or h•enches with veitica� sides and with bottom af excavat�an
raised minitnum of � inches at center for proper drainage.
2. Frovide folIowzng minimum widths:
a. 15 gallan co�tazne�•s or Iarger, 2 feet wider than diameter ofroot bai].
1�. 1 and 5 gal�on eontainers, & in.ches �vider tha.n diameter of root ball
3. When conditians det�-it�aental to plant grou�h are encauntered, such as
unsatisfactoiy soil, obstructions, or ad�erse drainage condit�ons, noti�'y City hefore
p�anting.
4. Deiiver t�•ees afte�• preparations for planting �ave beeza cobapleted and plant
imnnediately.
5. When planting is delayed more tk�an 6 hours �.fter delivery
ac. Set treEs and shrubs in shade.
b. Protect from weather and mechanical da�nage,
c. Keep roots moist by covering wii� mu�ch., burlap, nr other acceptable means o#'
retaining moisture, and �rater as needed.
b. Lif� plants only from the bot�lom of the rno� balls or wi.th helts or Iifting hat•nesses of
suffieient width not tio datnage the root balls. Do not lift trees by theu- tz-unJ.c as a
lever in pasztioning or inoving the tree in the planting as•ea.
7. Remove plastic, paper, or fibrous pots from the containerized plant mat.�rial. Pull
�•oots out of the root mat, and cut circling zaats vvzth a shatp kni��. Loosen the
pot�ing medium and shak� away from t11e raot mat. Iznno.ediately after removing the
cantain�r, install the plant such that the zoots do not dry out. Pack planting mix
araund the exposed roats whzle planting.
8. Cut ropes or sirings fra� tkze top nf roo� balls and trees after plant has been set.
Remove burlap or cl.oth wrapping and any wire baslcets from arot�.nd top half of
balls. Do not turn under and bury p�rtions of burlap at top o£baIl. Set balled and
buclapped trees in the hole with the north marlcer facing north.
9. Se� root ball on �distu�-bed soil in center of pit or t�•ench at�.d plumb piant.
1.0. Place plants at Ievel that, after settlement, natu�ral z•elaiinnship af plant crown wit1�
gt•aund surface will be esta6lished,
11. When set, place additional backf'ill around base and sides of ball, and worlc each
Iayer to settle backfilI and eli�rvnate voids and air pockeEs.
12. When excavation zs apprn�cimately 2/3 fuli, water thoroughly befare placing
remaindez' of bac�'ill.
13. Repeat wat�ring until na more water is absorbed.
14, Dish tap of backfill to allow far mulching.
15, Mulch pits, trenches and planted areas.
a. AlI trees, shrubs and other plantings will be mulched vvith mulch previously
approved by the City Forester, The n:zulch on tre�s and shrubs shall be to the
depths sho�vn an the dr�wing. Mulch must not be placed within 3 inches of the
trunI�s of trees and s�arubs.
CITY �P FORT WORTH TRi3�IITY BOUT.�'VAItD PH 1
STANDARD CONSTRUCTIflN SY�.CII'ICATION DQCUMEI+ITS C1TY PRQ.TP.CT 1�la. ] 02101
Revised May 11, 2021
32 93 43 - i
TREES ANb ST3RUB5
Page 7 of 8
16. Provide 2 to 4 inch tk�i claness af mulch, work into top of backf'�ll, and finish leveI
witb adjacent finish grades.
17. Cove�• entire root ball.
18. Prune
a. Plants shall not be heavily pl�ned at the time af planting. Pruning is requjred at
plantin� ta cozxect defects in the tree st�uetLue, zncluding removal of injuzed
branches, dQuble leaders, watersprou�s, sucl�ers, a�:d interfering branches.
Healihy lower branches and in.terior small twigs should not be removed except
as n.ecessaiy to clear walks and rnads. In no case should more t�Zan 1/4 of tlie
branching s�.•ucti.ue be removed. Retain the normal shape of th� plant.
b. All pruning shall be completed using clean sharp tools. AlI cuts shall be clean
and smooth, with the barl� intact with no rough edges or teat�s,
c. Except in circumstances diciated by the needs of specific prurung practices, i�ee
paint shall not be used. The use of t�ee paint shall be only upon app:roval o£t�►e
City Forester. Tzee paint, when required, shall be paint specifically fom�ulated
and manufactured for horticultural use.
19. Prune trees to retain required heigb.t and spread.
20. Do not cut taree Ieaders, and remave only inju�ted and dead branches frox��. flowering
trees.
21. Remove and replace excesszvely pruned or mis%rmed stock resuliing from
iznproper pruniag.
22. Inspect t�ee tzunics for injury, impropex pi�aning and insect infestation and take
correciive measures,
23. Guy and stake trees imrnediately at�eg planting.
B. Moviztg E�sting Trees
1. Coordi�ate tree zxaoving and replanting with Czty Forester �uring
dormant growth seasnn.
2. Provide tree spade of adequaie size as directed by City Forester.
3.� REPA-LkIRESTORATION [NOT USED]
3.6 RE-INSTALLATI�N [NOT USED]
3.7 FIELD QUALTTY CONTROL
A. City znay rej ect unsa�isfactory ar defective material at anytinne during progress of �vvork.
B. Remove rejected trees immediately fronn �ite and replace with speci�ed materials.
C. Plant material not installed in accordance with these �pecifications will be rejected.
D. An inspection to determine final acceptance will be conducted by City at end af 12
manth maintenance period.
E. Waixanty periads provided for in pairagraph 1.12A.
3.8 SYSTEM STARTUP [NOT CTSED]
CITY flF F'OIiT WOIZTH TRTNI"1'Y BOULEVARD PT3 1
STANDARI] CONSTRUCTION 5PECIFICAT�DN DOCUMENTS CITY PR(}dECT No. ] 02101
Revised May 11, 2021
32 93 43 - S
TREES AND SI-IRUBS
Page 8 oF8
3.9 ADJUST7NG [NOT USED]
3.10 CLEANTNG
A. During planting work, keep pavements clean and wat�k area i.n ordeily conditian.
B. Dispose of e�cess soil and waste in approved location.
C. Waste Material 17isposal: On-site burning of cam6ustibl� ele�red materials shall noi be
pezx�nitted.
3.I1 CLOSE�UT ACTIVITIES [NOT USED]
�.12 PROTECT�ON
A. Prot�ct plan�ing work and materials from damage due ta planting operations.
B. Maintain pt•�tection during installataoii and maintenance period,
C. Treat, repau, or :replace damag�d planting wark.
3.13 11�IAYNTENANCE
A. Maintenance Period shall be 12 monihs aftet• final acceptan.ce.
B. During the maintenance period if a wark scheduie and fi-equ�n�y are not sh�wn on the
Drawings, perform the minirnum requu•ements shown below:
1. Water tr�es ta fizl� depth a minimuxn a� onee each w�elc or as required to imaintair�
healihy, vigarous growth.
2. Prune, cultivate, and weed as requir�d for healthy growth.
3
4
5.
6.
7.
Restore planting s.aucers.
Tighten and repa�r stake and guy supports, and reset tirees and sh�-ubs to praper
giades ox vertical position as required.
Resto:re or replace damaged wrappings.
Spray as required to l�eep trees and shrubs fi•ee af insects and disease.
Contractor shall replace any plant that does not sur�ive. Tt sha11 be replaced as saon
as it is determined no longer alive. Cnntraetor is to rriaintain new plants as
described abave untz� grawth is established and maintenance pexiod expires unless
waived by the City.
3.14 ATTACHNiENTS [NOT USED]
END OF SECTION
Revision I,og
DATE NAME SUMMARY OF CHANGE
1.1.A — Payment ICe�ns removed for tree removal a�ad transplantalion; these Ttems a�-e
to be performed in accozflance with S.ec�ion 31 10 00.
12/2012� 12 D. 3ohnson 3.13.A — modi�ied �aintenance period to Uegin 12 months aftet �nal acceptance
3.13.5 — Madified maintenance period requirements
CTTY OF FOitT WOItTH TRINITY BOULEVARD 1'I� 1
STANDARD CONSTRUCTION SPECIFICATIOIQ DOCLTMENTS CI7'Y PItO:CECT �Io. 102101
Revised May I1, 2Q21
33013i-1
CLQSED CTRCUIT TLLEVISiON (CC3'V) T3VSPECTiON
Page 1 of 1D
2
3
4
5
6
7
8
9
ln
11
12
13
14
15
16
17
SECTION 33 0131
CLOSED CIRCUIT TELEVISIQN (CCTV) INSPECTION
PART ]. - GENERAL 11 SUMMARY
A. Sectian includes:
1, Requirernents and procedures for Glosed Circuit Tele�vision {CCTV) Inspection
nf sanitaxy sewer or storm sewer mains
2. For �ity Capital T�nprovement Prajects, which include sanitary sevve�•
rehahilitation prajects, a Yost-CCTV is required. Pre-CCTV forr mains will be
project specific and noted on the plans.
3. For new developanent sar�itary sewer installation, a 1'ost-CCTV is required.
4. �'or aIl City Capital Tmprovement Projects and new developmenl sanitaay sewer
installation, a Final Manhol� CCTV is required.
S. Final-CCTV will be �zoject speciiic, and would include major collectnr, az�terial,
Counky, Railroad, and T�DOT projects ihat include extensive pavin�,
structures, dzainage, and grading activzfies
B. Deviatic�ns frqrn this City of �ort Worth Standard Specification
1. Nane..
18 C. Related Specification Seetions include, but a:re not n,ecessarily Ii�n.ited to:
19 1. Division 0— Bidding Requirexnents, Contract Forms, and Canditions af the
20 Co�tract
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
2. Divisinn l. — General Requieement�
3. Sectian 33 Q3 10 — Bypass Pumping af E�sting Sewcr Systezx�s
4. Seciion. 33 Q4 50 — Cleaning of Sewer Mains
5. Section. OJ 32 16 — Constructinn Progress Schedule
1.2 PRICE AND PAYMENT PROCEDiJRES
A. Fre-CCTV Inspection
1. Measuremez�t
a. Measurement for this Item will be by the lineax foot of line televised for CCTV
Inspection performed prior to any l�e zx�.odification or replacem�ent deter�nined
from the distance z'ecorded on ihe video log.
2. Payment
a. The work perforr�zed and materials fuznished in accordance with this Itexn and
nneasured as pro�rided under "Measureffient" will be paid for at the unit p�ce
bid per linear foot %r "Pre-CCTV Ins�eetion".
1) Contractor will not be paid for u�accepted video.
3. Tlae price bid shall include;
a. Mobilization
b. Cleaning
c. Digital file
CITY OF FORT WQRT�I
STANIIARD COIJSTRUCTIOIZ SPECIFICATT�N DOCUMENTS
Revised April 29, 2021
TRII�TTY BOC7LHVARD PHl
CITY PRO]BCT No. 1021D1
330131-2
CT�OS�D CIItCL1IT I'EI,EVISION (CCTV) INSPECTTON
Page 2 of 10
�2 B. Post-CCTV Inspection
�43 1. Measuxeziaent
44 a. 11r1easuzement for this Item will be by tlae linea� fot�t of line �elevised �or CCTV
45 Inspection perfoim�d follo�ving repair o� insiallation determined from the
46 distance recorded on the video Iag.
47 2. �ayzne:nt
48 a. The worl� perfoimed and materials �ui�ished in �ccoidanee with t�is Itern and
49 zzaeasured as provided under "Measuxeznent" vcTill be paid for at the unit pzxce
50 bid per linear foot fo� "Post-CCTV Inspectian".
51 1 j Contractor wiIl only be paid fox �ideo that is accepted in writing by Watez•
52 D�pa�-tment.
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
b9
7D
71
72
73
74
75
76
77
78
79
$0
$1
$2
83
84
SS
3. The piice bid sha11 include:
a. MobiIization
b. Cleaning
c. Digita� file
C. Final-CCTV Inspection
1. Measurement
a. Measuremez�t for this It�m will be by the Iinear iQot of line t�levised for CCTV
Inspeetian performe�l foilowing repair ar i�stailation deter�nined from the
disiance recnrded on the video log.
2. Payment
a. The work perfarrxzed and materials furnished in acco�dan:ce with tiiis Item and
measured as pro�vided under "Measurement" will be paid for at the unit price bid
per linear foof �oz' "Final-CCTV Inspection".
1) Coz�t:raetor will only be paid for video tt�at is accepted in writing by Water
Department.
3. The price �aid sk�all include:
a. Mobilization
b. Cleanzng
D. Digital file Fuaal- Manhole CCTti' Inspection
1. Measurement
a. Measurement for this Item will be per each manl�ole, junction structure,
televised foz• CCTV Tnspeciian perfonne� £ollowing repair, manhole coating,
final adjustnnents to grade, and/or installation determined on Che �ideo log.
2. Payment
a. The work p�rformed and inaterials furnis%ed iz� accardance �vith this Item and
measured as provided under "Measurement" wilI be paid for at the unit price bid
per each for "�'inal-Manhole CCTV Znspec�ian".
1) Contractor will only be paid far �ideo that is accepted in writing by Water
Departrnent.
3. The price bi� shall ir�clude:
a. Mobiliza�ion
b. Cleanin�
c. Digital file
C1TX OF k'ORT WORTH
STANDARD CONSTRUCTI03�T SPECIFTCATT�N DOCLTMENTS
Revised April 29, 2fl21
TRINITY BOULEVARD PT�T1
GITYPR07ECTNn, 102iD1
33ai3i-3
CLOS�D CIRCUI'I"I'ELEVISION (CCT� IAISPECTION
Page 3 of 1Q
S6
:1
1.3 REFERENCES
A. Reference Stazadards
88 1. Reference standards cited in this Speczfication refer ta the cus�ent reference
89 standard publisk�ed at the tirne of the Iatest revision date logged at the end of tnis
9Q Speciiica�ton, unless a date is specifically cited.
91 2. City of Fort Woz�t� Water Departmen�
92 a. Ciry of Fo�t Worth Water Dep�ment CCTV Inspeetion and Defect Cading
93 Program (CCTV Manual), City oi�'ort Worth Water Department CCT�
9�4 Inspeetion Log.
95
96
97
98
99
100
101
102
103
104
105
106
I07
].08
L09
��o
I11
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B. Definitions
1. Pre-CCTV — CCTV Inspectzon perfortned by Contractot- on existing mains prior
t� any line modi�'icatian ot• replacement.
2. Past CCTV — CCTV Inspection perfortned by Contractar following installation
of new mair�s but be%re compleiion of other infrasi�-uct��re (i.e. streets,
sidewalks, final gz•ading, etc.)
3. FinaI CCT`V — CCTV Ir�spection perfortaaed by Contractor on �.ais�s atid
manholes after all cansh-uction is complete. Includ�s GCTV of the ra�anholes
{including grade rings, casting, etc.) af#er street constnuction, final grading, and
naanhole coating, iithe coa�ng zs required.
C. Fiaal Manhale CCTV — CCTV Inspec�ian perfarmed by Contractor on naanholes andlor
junction structures, aftea• aII construction is conaplete. Includes CCTV of the znanholesl
(ineluding gcade rings, casting, etc.} a#'ter street construction, final grading, azid rnanhole
coating, if the coating is requi.red.
1.4 ADN1iNYSTRATIVE R�QiJII�EMENT'S
A. Cooxdznation
1. Sanitary Sewer Lin.es
a. Meet with City af Fazt Wortl� Water Departrnent staff to confirm that ihe
apprropriate equipment, saftw�re, standard iemplates, defect cades and defect
ra.nl�i.ngs are being used, if required.
2. Stoz�aa Sewer Lines
a. Meet with City of Fort Worth TranspartationlPublic Works Department staff to
confirm that the apprapriate equipment, software, standard templates, defect codes and
defe�t ra�ki$gs a�re bezng used, ifrec�uired. B. Schedule
1. Include Pre, Post, Final 14�Ianhole, an.d Final CCTV sckedule as part o£ the
Construction I'rogress Schedule per Section O1 32 16.
- 2. Allow �ime for City review (2 weeks miniznum — Notification needs to be send
out to Project Manager, City Inspector, & Fie1d Operations). Post-CCTV can be
scheduled and submitted for review after each sewer main eonstructiox� has been
completed.
3, If CCTV is a�ccepted b�+ City Project Manager, proceed with work. Tf rej�cted,
coordinate with City per Part 1.4 A.
CTI`Y OF FQRT WORTH
STANQAKD CONSTTtiTCTION 5PEC1l�iCATION DOC(]MENTS
Revised April 29, 2021
TRINITY RDULEV ARD PHl
CITS�'PRO.IL�CTNo. ]02L01
33 O1 31 - 4
CLQ�ED CIf2CUTT T�LEVISI�N (CC:TV) INSPECTIflN
Page 4 of 10
128
129
1.5 �UBMITTA.LS
A. Submittals shall be in accardance with Section O1 33 �0.
I30 B. All CC`�'V submit�als shall be subznzttied to the City Inspector i:o be uplo�ded to comman
131 locatioza for review and camment by Water Ope�ations and Inspections. Alternatively, the
132 Inspector can provide Contracto� access t� upload directly to cornmo�n location.
133 L�aspection and Water Opei•ations staff shall be notified w�en CCTV uplaad is compieted.
134 C. Ii inspected wi�th 1�afrastructlue Technolagzes �T Pipes Sof�ware per CCTV Manual
135 provide videa data per th� CCTV Manual. P�•ovide additional capy of video in video iile
136 MP4 with H.264 code — Advanced Video �oding and compression staz�dard.
137
138
139
140
141
142
143
144
I45
145
147
1 �48
1 �#9
150
15I
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1S3
I54
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15b
1S7
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��a
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162
Ib3
Ib4
I65
r��
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D. If inspected with other software prt�vide video data i� video �Ie MI'4 with H.2b� code —
Advanced Video Coding aud compression standard.
E. Inspection Reporl ShaLl inchtde:
1. Asset
a. Date ofInspecfion
b. City
c. Project Naxne {Address accepted zf projecC name does nat exist}
d. Main Num.ber — as shown on drawings ar GIS ID{If Available)
e. i7pstr�;atn Manhole Siation — as shovvn on drawings ar GIS ID (If Available)
f. Dovanstream Manhole Station — as �ho�vn on drawings oz• GIS ID{If Available}
g. Pipe Dlarneter
h. Material
i. Pipe Length
j. Mapsco Location Number
1c. Date Constructed
1. Pipe Wall Thickness
tn�. Grade percentage
n. Insp�ctor Name
2. Inspection
a. Inspec�ian Number (i,e, lst, 2"d,�tc )
b. Crew Number
c. Operator Name
d. Operator Commerats
e. Reason for Inspcc�ion
f. EquiprrFent Nurnber
g. Camera Travel Dit•eetion is Upst�eam to Downstrearn — Deviation will require
written justification, urith the exception af stuboufs & abandonment plugs that
tivill always be recarded frorn the downstreazn side,
h. Inspected Le�gtli (feet)
i. Work Order Number {zf required)
j. City Froject Number {zf z•equired)
k. City Contract Name
I. DOE/TPW Number (if required)
m. Consultant Company Name
n. Cansultant Cantact Name
CITY OF FORT WORTH
STAIVDARp CONSTRLiCTION SP�CIPICAT�ON DDCU3vIENT5
Revised Apri129, 2U2I
TRINITY gOiTLEV.4RD PT-T]
CITY PR07ECT No. 10210 }
330I3I-5
CLOSED CIRCUIT TEL�VISION (CCTV} II�iSPECTION
Page S of I O
172
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l7S
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179
I8fl
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186
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19'1
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I99
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201
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203
2fl4
o. Consultant Contact Phnne Number
p. Contractor Company Nacne
q. Contxactor Contact Name
r. Contractox Contact Phone Number
k'. CCTV averlay screen shall include (openin�; text to CCTV inspec�ion}
a. Date af inspec�.on
b. Czty Name
c. City Project number
d. Project nanne
e. Main numb�r
f. Ups�-eaffi SS ManhoIe (a� �lug) stat�on
g. Davvnstream �S Maahole station
h. Diame#er
i. GtadelSlope
j. M�terial
k. Length
I. Contxactor
m. Inspectars name
n. Travel direction
o. Date Const��uction
L6 IN�ORMATIONAL SUBM�TTALS
A. Pre- and Post CCTV submittals
1. CCTV vid�fl results shall be submitted to City that can be uploaded ta sha.red
common location by the inspection �taff, upon confirmation that the submittal is
complete {partial submissions are �ot accepted, excepi in special situaiians thaf
are appro�ed by the Water Dspartment). For pre-CCTV subYnittals, app�oval of
the submittal shall be provided hy the Project Manager prioa• to construction start
wh�n connecting to existzng. sewer.
2. Alternatively, the Ins�e.ctor cat� provide Contractar access to upload dzrectly to
corn�non Iocation. Inspection and Watez Operatzans staf£ shall be noiified vahe�a
CCTV upload is completed iu order to co�fixxn submitfal is complete. Inspec�io�
Repart (sepaarate report file for eaeh individual sha�l be submitted to Inspector or
directly uploaded to shared common location.
205 B. Addztional information that may be requested by the City
206 1. Listing of cleaning equipment atad prQcedures
207 2, Listing. of flow diversion p rocedures if required.
208 3, Listing o�CCTV eq�ipxx�.ent
209 9. Listing of backup and sta�ndby equipment
21 D 5. Listing of safety precautions and trafiic control rneasu:res
211
212
213
1.7 CLOSEOUT SUSMITTALS
A. Fina1 CCTV shall not be coxzapleted until aIl manholes and surface covers az-e set to final
grade. All as built changes to plan and profile drawings {redlines), are arequired ta be
CTI'Y OF FORT WORTH
STANDARD CflNSTRUCTTON SYECIFICATION DOCUMENTS
Revised Apri129, 2021
TRINITY B�LJI.EVARb PHl
C1TY PR�JECT No, 102101
33013[-6
CLbSED CIRCU]T TLL�VISION (CC7'V) INSPECTICIN
Page G af ] 0
214
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2I$
2I9
22�
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22�1
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2.27
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231
232
233
234
235
reflected on the f'inal CCTV inspection informatzon. Final �CTV shalI nat be completed
unt�l all as built coi�-ections have been nn,ade.
1. Final-CCTV submittals
a. CC'TV video resuIts shall be subnnitte�i to City that can be uploaded ta sha�red
cornmon location by the inspection sta�'f', upon confrmation that the submittal
is complete {pa.Lrtzal subzz�issions are not accepted, except in spec�al sztuations
that are approved by t1�e Water Depart��nt). Alternati�ely, the Taaspector can
provide Cantractox• access to upload directly to comman. location. Inspection
and Water Opei�ations staff sliall b� notified when CCTV upload xs complated
in order to con�.�ztz1 sub�ittal is compiete. Sanitaiy sewer video file(s} in MP4
with H.264 cade Adva.need Video Coding and compressian standard
b. City Project Number displayed within text of sanitary sewer video.
c. Constt•uction Plans identifying the Iine segz�aents tk�at �rere �idened. Tnclude
ca�ver �11eet, 1 digital capy of the redlines (Cozat�ractar to upload into Accela or
BIM 360}, overall line layout sheet(s), an.d plan and profile sheet{s).
1.} One (1) I1"� 17" copy
d. Sagitary sewer line segjnent fiom dravvings match line se.g��nents on Inspection
Report. Reco.mmend same �aainirnum guidance for standardization. of line
segment submittals, to include px•oper identification af1'rojec#: r�anne, C�'N, Iine
identification and �tat�ons, as well as fflrmat (e.g. PDF?) and minimum
annatations requ�red tn explain deviations from palicies as specified in this
document, or arzy anomali�s tha� a�-e considered within toIez•ance.
236 e. Inspection Report (sepat�ate repoit file for each individual sktall be subxniti:ed to
237 Inspeetor os• direcily uploaded to shared common location.
238 f. Allow twa (2) weeks to revievv before requesting final inspection. After review
239 by the City Inspector and Vlater Field Operations, if applicable a combined set
240 of punch list item�s will be submi�ted to the Contractar �or correction.
241
242
�•
]..S J. CCTV SPEADSHEET LOG ]N EXCEL FORMAT 1VIAINTENANCE MATERTAL
243 SUBMYTTALS [NOT LTSED] ].,9 QUALITY ASSUR.ANCE [NOT USED� 1.10
244 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SI'I'E]
245 C�NDITYONS [NOT USED] L12 WAR.RANTY [NOT U�ED]
246
247
248
244
zsa
z$i
�sz
253
254
255
25b
257
PART2-PROAUCTS
A. Ec�uip�nent—
1. Closed Circuit Tel�vision Camera
a. The television camera used shall be one specifically design�d and const��ucted
for sewer inspec�ion. Lighting for the caznera shall be suitable to allow a cle.ar
picture of the entire periphery of the pipe, The cam�ra �ha11 be operative in 1 QO
pere�nt humiditylsubmerged conditiox�s. The equipment will provide a view of
the pipe ahead of the equipment and of features to the side of tne eqtupment
through turning and ratatian of the lens. The carnera shall be capable of tzllxng
at right angles along the �is of the pipe while pantling the camera lens througI�
a full circle abaut the czrcumference of the pipe. The lights an the came�•a shall
also be capable af pannitag 90-degtees to the axis of t�ie pipe,
C1TY OF FORT WOR'I'H
STAiVJ�ARD CdNSTRUC'I'ION SPL�CIFICATION DOCUM�NTS
C2errised Apri129, 2021
TitINITY BOULEV:ARU PHl
CITY PRD7ECT No. I021D 1
33D131-7
CLDSEI3 CA2C[T1T TEL�VISiON (CC'I'� INSPECTION
Page 7 of 10
258 b. The xad'zaI view camera must be solid state color and ha�e remot� control of the
2�9 rntational Lens. The catnera shall be capable of viewing the complete
260 circumf�erence o�the pipe and manhoIe s1x-uctiure, including the cone-section ar
261 cor�el. Th� camera lens shall be an auto-uis iype with remof� eantralled manuaI
262 override.
263 2. Vide4 Capture Sysiem
264
265
2b6
2&7
268
259
270
27�
272
273
27�4
275
276
277
278
279
284
281
Q
c,
�
a. The videa and audio recordings of the sevver :�nspect�ons shali be made using
digital video equipment. A video er�ancer may be used in conjunction with,
but not in Iieu of, the x•equu•ed equipment. The digital recox din.g eq�zprnent shall
capture sewer inspection on USB drive, with each sewer segment (from
upstream manhole ta downstream naanhole} inspection recarded as an
individual file in MP4 with H.2b4 code forn�.at.
The system s]�all be capable of printin� pipeline inspection ieports with
captured images of defects or other related significant visual information an a
standard color printez.
The systern shall store digitized color picture images and be saved in digital
format Qn a USB drive.
The system shall be able to praduce data reparts to include., at a mininriuzx�, a11
observa:tion paints and pertinent data. All data :reparts shall match the defect
severity codes outlined in t�e City's CCTV maz�.ual (electronic copy available
on Water Depart�ent's website -
htt :I/fortwarthtexas. av/water/wastewater/CCTV Manual .
282 e. Camera footage, date & m.at�la.ole numbers shall be mainiained in re�.l time and
283 sh.a11 he displayed on the video monitox as well as fi1�e video character generators
284 illuz�ninated foatage display a� the contral eonsole,
285
286
287
288
289
29�
29I
292
293
294
29S
296
297
PART 3� EXECUTION 3.l INSTALLERS [NOT USEI7] 3.2 EXANIII�TATION [NOT
USED] 3.3 PREPAItATZON
A. General
2.
3.
Prior to inspection nbtain pipe and man�hole asset ic�e�tification numbers fro�n
tJa.e plans or Cxty to be used during. inspectior�s. Inspections perf'oixlaed using
iden.tification numbers other than ihe line number (ar existing sanitary sewer
mainllateral) and station numbers froffi plans o:r fi om ass'rgned numhers from the
City will not be accepted.
CCTV Inspection s�all not commence until th� sevtrer section to be teievised has
been completely cleaned in canformance with Section 33 04 SQ.
CCTV Inspection shalI not cornmence until the sewer section to be televised has
been com.pletely cleaned in coriformance with Section 3� OA- 50. (Sewer system
shauld be connected ta existing sewer system and should be active)
298 4. A final CCTV Inspection of newly installed sewers (not yet in service) shall not
299 commence until coriapletzon af the follawiag items:
300 a. Manhole final grade is set {a�er street paving, u�ider �'inal CCTV, Final Manhale
301 CCTV)
302 b. Manhale lining is com�lete (after street paving, under T�inal CCTV, Final
CiTY OF PORT WORTH TRINTTY BOULEVARD PI�I
STANDARD CONSTRUCTION SPECIFICATIpN DDCUMENTS CITY PROJECT Na. 102101
R�vised Apri129, 2021
33 O1 31 - $
CLOSED CIRC� IIT TELEViSION (C�TV) INSPP,CTION
Page8pf10
303
304
305
306
307
3q8
3Q9
Ma�.hole CCTV)
c. Sewer main is cleaned
d. Sew�r air test is complete
e. Vacuum test of manholes
£ Installation of all Iateral services az�d coz�pletion nf Inw pressiue testi�ng of all
new services
g. All sewer main and manl�ole woz•k is compl�te
310 Onee reviewed and accepted by Water �ield Operations the sewer system should be
311 connected ta existzng sewer system and ready for use upon final acceptance of the
312 p��flJeet.
3I3 5, Temporra�ey Bypass Pumping (if requu-ed} shall canfai7n to 5ection 33 03 1Q. B.
314 Storrz� Sewer Lines
3I5 1. Cnordinate with City of Fort Wort� Tra�sportation/Public Works Department
316 fot- CCTV equipment and cleanin.g i•equir�menis. 2. Inspection (CCTV) C. Genez•al
317 1. Use manual winches, power winches, TV cable, and power rewinds that do not
318 obst�-uct �he camera viev�, allawing for pz•oper evaluation. D. Pipe
319 1. Begin inspection immediately after cleaning af the ffiain.
320 2. Move camer-a tl�rough the Iine in either direction at a�noderate rai:e, s�opping
32l when necessary to per�nit ptoper documentation of the inain's condition.
322 3. bo not move carnera at a spe�d gt-�ater than 30 feet per minute.
323 4. During investigaiion stop carnera at each defect along the main.
32�4 a. Record the nature, location and orientation of ihe defect o�• i�ftltra�ion loca�ion as
325 speci�ied in the CCTV Manual.
32b 5. Se�-vice conn:ections, Pan the Camera to get a compiete overvieva of serrvice
327 connection including zooming into service connect�o� Zn.clude locatian {i.e. I
328 o'cloc�, etc...) See photos 17 thru 23 for examples
329 b. ,Toint defects, Tnclude comrnent on condition, sigils of damage, etc... Note offset
330 andlor separation at a joint. Includes joi.nts wlaere one gipe is not correctly
331 aligned with the connecting section ofpipe causzng a Iip that could impede flow
332 or a section of pipe that is aligned but b.as p�Iled apart horizontally and rnay not
333 connect to the other section ofpipe, See Phatos 24 ihnt 24, 35, 36 far examples
334 7. Notate visible pipe de%cts such as cracks, brolcen or defarzx�ed pipe, hales, offset
335 joints, obstructions, sags or debris {show as % o�pzpe dianneter}. If debris has
336 been found in the pipe during the post or final-CCTV iz�s�ection, additional
337 claan�ng is required, and pipe shall be re-televised. See PhaCos I tlu�u I2 for
33 8 exampl es
33� 8. Notate Infiltratian/Inflow lacatioz�.s. See Photos 13, 20 for examples
34b 9, Notate �'i�e material transitians. See Pk�otns 30 for exainple
341 10. Notate other locations that do nat appear to be typzcal for normaI pipe conditions.
342 �`or example, locations cauld include conflicts between the replaced main with
343 other utilities (including paving and stonn sewer}, causing pipe deflections, sags,
344 etc, holding water. This could also include atly damage to the �nain and/or
345 ser�ices after the main laas bee� replaced. These locations could accur betwee�a
34b the Post-CCTV and Final-CCTV submittals. See Photos 31 th�-u 34 for e�amples
CTI`Y OF FORT WOR'I'H TRINTTY BOL7LBVA12D PHl
STANDAE2D CONSTRUC'TIOI�i SPECIFICATTONDOCCIMENTS C1TY PRfl7�CTNo. I02101
Revised Apri124, 2021
33 Ol 31 - 9
CI.OSED CIItCLTIT TELEVISION (CC.TV} IiYSPECTI03�I
Page 9 af ] 0
34'i
348
349
350
351
352
353
354
355
356
357
1 l. Note lacations where camera is undenvater and le�el as a% of pipe diameter.
Camera �underwate�• — Point in wluch the ca�nera lens as 10Q% sub�nei�ged
underwater andlor 50% ofthe pipe's diameter. Camera ern.erged—Point in which
ihe camera iens has emerged frozn being underwater. Severity is desc�-ibed in
ranges by linear feet. This would include pipe deflections causing a consi.derable
inerease (i.e. double or rnore) in the depth o�flow i� the pipe (to at least between
1/3 to %z af the pipe diameter). See attached exatnple photos at the �nd af �iis
Specification showing the depth changes in % fu1l of pipe. See Photos 14 thru
16 for ex�npies.
12. 1'rovide accuaate distance measurernent.
a. The meter device is to be accu�ate ia the nearest 1110 foot.
358 13. CCTV recordi_ng segments are to be single contiuuous file item.
3S� a. A single s�gment is de�ined from manhole to manhole.
360 b. Only single segment video's will be acc�pted and preferably include naanhole
361 inspections (manhale to manhole).
362 c. T.ndividual manhole inspection wi13 require wril#en justification, included under
363 the Final-CCTV bid item.
364 14. Fre-Itastallation Inspection for S�wer Mai�.s to be �ehabilitated
3b5 a. �'erform Pre-CCTV inspectian unmediately after cleaz�ing of the main and before
366 rehabilitafaan vvorlc.
367 I) No cleaning equipznent in t�e main during CCTV.
368 2) Wate�• shall be present (or f�owing) while recording CCTV to con£'u�n system
3 69 functionality.
37Q
371.
372
373
374
375
376
377
378
379
380
381
3$2
383
�% during inspectian, the CCTV �rill not pass through the entir� sectio� o�main
due to blockage or pi�� defecf, set up so tb.a znspection can b� perforrned from
the opposite rnanhole.
Gity Yroject Maziager (PM) shall review and may consult with Sewer Projects
Reparting and Operations (SPRO), and provide co�nmer�is on identified defects.
Contractor s�iaIl present prop�sed repair method(s) fo r approval by the City
PM, before proceeding with eonstr�a.ction.
Provisions for repazring ar replacing the impassabJ.e lacation are addressed i�
Section 33 31 2D, Section 33 31 2I, Section 33 31 22 az�d Section 33 31 23.
I S. Past-and Final Installation Inspection
a. Prior to inserting the eam�ra, flush and clean tk�e main in accordance to Section 33
Q4 50. Water should be present/flowing durin.� the recording operation, ta
demo�strate the functioning of the installed s�ster�a..
1{. Documentation of CCTV Izaspection
3&4 a. �ar�itary 5ewer Lines
385 1) Follow the CCTV Manual (CCTV standard rnanual supplied �y City upon
386 request) far the inspection video, data logging and reporting or Part 1.5 E of
387 tk�is section.
3$8
b. �iarm Sewer Lines
3 89 1) Pravided documentation for videa, data logging, and reporting
390 in accordance with City of Fort Worth Transpo�rtatian/Public
3g1 Worlcs Department requirements.
392
b
c.
Q
C1TY OF FOR'I' WORTH
S7'ATIDARD CONSTRUCTION SPECIFICAT�ON DOCUMENTS
Revised Apri129, 2Q21
i`RINITY BOULEVARD PF31
CITY PROJECT No. 1�2101
�� ai �a - �o
CLOSED CIRCUIT TELEVISIOI�' (CCT�I) TNSPECTION
Page l0 of 1Q
393
39�F
395
39b
397
398
399
400
4Q1
�. Manhole
1. Final Manhole CCTV Inspectio� zecording segments, will reveal condition of
manhole in its entuety, including corxt�sion prntEction if applicable. Camera
sk�ould pan the entiz•e naanhoie while Iowering ta inci�de camplete �iew of
invert. This requit•em.ent applies io new manhole installations and rehabilitated
manhales aftex epoxy lining installed, if applicahle.
2. Natate Inf'iltt•ationlinflow locations �ar Pre-construction CCTV recardi�gs.
3. Yost-Installatian CCTV Inspection is only done after all const�uction is
camplete,
�a2 �. .
�103 3.4 REPAIR / R�STORATION jNOT USED] 3.5 RE-INSTALLATION [NOT USED] 3.6
404 FIELD [ouj SITE QUALITY C�NTROL [NOT USED] 3.`I SYSTEM STARTUP �NOT
405 USED] 3.8 AD.TUSTING [NOT U,SED] 3.9 CLEANING
406
407
�408
409
4I0
4I1
412 24
A. See Secti�n 33 04 50.
3.].0 CLOSEOUT ACTIVITIES [NOT USED] 3.I1 PR�TECTYON INOT USED] 3.12
MAINTENANCE [NOT IISED] 3.x3 ATTACHMEIVTS [NOT iTSED]
El�D O�' SECTI�N
Revision Log
DATE NAME SUMMARY OF CHANGE
! 212q/2q12 D. Jahns.on Various— Added r�quirements for coordination with TIPW far Stonn 5ewer CCT'V
4/2912Q21 7 Kasavich Various — Alternative to GCTV Ma��ual, modif ed subi�iittal detail requiremen#s
CITY dF FpRT WORTk]
S'I'ANbARD CONSTR[ICTION SPECIFICATION DOCUMSNTS
Re�ised Apri[ 29, 2021
TRINITY BOULSVA1717 PT�1
CITY PR47ECT Nn. 102 l01
:�.�
Photo 1 Flow �epth Acceptable
�� ����1�'IH: ��+���' '�1���'IH-: �+��+�
F'�
. ,
�-
� � r � �r� � � �� -� � ��� �:�±a .�n� � �.�
Photo 3 Flow Level Acce�table
Phato � Flaw Level is e�evated,
Phota 5 Flaw EleUated hut beinw 1/3 capacity. �fa act[on required
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Phato 8 Flow appears to be stagnant possible sag.
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Photo 9 Del�ris e�ident. Clean and Re-CCTV prtar ta submittal
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Phota 10 �ebris evident, Clean and Re-CC7V prior to submiftal.
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Phata 11 CCN shauld not be subrr�i#ted. C[ean and Re-CC7V priar to submittal
photo 12 Sur�ey was not comp[eted. Take correcti�e action and Re-CC7V
Photo 13 Example of Potential Infiltration/Irrflaw location
Phato 14 Water le�e[ approaching submerging camera, Record beginning of level increase and note the point at
which the water level returns to normal. Corrective action will be required,
Corrective action will be required
Photo �.5 Camera submerged. Ndte beginning point of increasa l��el and the end of the increased depth.
Corrective action will be required
Photo 16 Cam�ra submerged. Note beginning paint af increase Eeve! and t�e end of the in�reased dept�.
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Photo 17 Service Tap. Note the location and position af tap in relation ta the sewer main. Repair requirer�?
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Photo 18 CCTV should ir�cl�de view of service line, Ftetake CCTV Video?
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Photo 19 Serr►ice tap holding water. Correcti�e action required.
Photo 2D Service tap is installed incorrectly. Rlsa is a point af patential Infi[tratian and Inflow locatian.
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Phata 21 Proper Shat of Sewer 7ap
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Pf�ata 22 Debris in service line. Correcti�e action required
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Phato 25 Damage ta liner. Repair is required.
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Phota 30 Change of material, Note change an CCiV log. Repair required?
Phato 31 Beginning of potential impact frnm adjacent utilities Repair required2
Photo 3Z Continuation pf im�act from ad�acent utilities Repair required?
Photo 33 Continuatian of impact from adjacent ut9lities Repair required?
Photo 34 �nd of impact for potential impact #rom adjacent utilities. Repair required?
Phato 35 ShnrtlainC installed {not a c{osure piecej does not compty wiYh specificatinn Repair required?
Phato 36 Shart piece instafled wit�t wye inserted does not comply wiih design
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330412-1
MAGI�iE�IUM ANODL� CATI-i�DIC PRQTECTION
Page ] of ]0
1 �ECTION 33 04 12
2 MAGNESI.UM ANODE CATHODIC PROTECTION
3 PART1- GENERAL
4 � .1 SUMMARY
5 A. Section Includes:
b 1. Requirements for Cathodzc Protection �ystems on concrete cylinder pipes, ca�b4n
7 steel pipes and ductile iron pipes using Magnesium Anodes
8 2. The Cathodic Prote��iQn �ystem shall include, but not be limited to the folloWing:
9 a. Materi�ls and insiallation
lo h. Post-installation survey
11 c. Fi�al Repaz�t to include reeommendaiions
I2 B. Der�iations from this City of Fort Worth Standard Specification:
13 1. Modi�ed 1.2.A.1
14 2. Added 1.2.A.2
l5 3. Added 1.'�.D
16 4. Modi�ed 3.4.E.3
17 �. Added 3.9.A
18 C. Related Sgecificat�on Sectior�s include, but are not necessarily limited to:
19 1. Divisian 0— Bidding Requix•ements, Contract Farms, and Condit�ons of the
20 Contract
21 2. Divisionl —General Requi�rez�aen�s
22 3. Sectian 33 OS 26 — Ut�lity Markers/Locators
23 1.2 PRICE AND PAYMENT PROCEDURES
z4
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39
40
41
A. Measurement and Payment
1. Cathodie Protection
a. I1�Ieasure
1) Measurement for fhis Item shall be by lump suxn.
h. Payzaae�t:
1) The �vorlc perform�d and materials fi�xnished in accordance with this Tte�n
s�all be paid for at t3�e lump sum price bid for "Cathadic Protecfaozz" for
each nn.aterial of utility pipe bid.
c. The pr�ce bid shall include:
1} 11rlobilization
2} Anode groundbeds
3) Anode Cest stations
4) Excavation
S) Furnishing, placement, and cort�paction of backf�ll
6) Field vveiding
7) Connections
8) Adjustments
9) Testing
CITY OF FORT WORTH
8`I'ANDARD CQN3TR[ICTTON SYBCIFICATION DOCUMEI�TS
Revised May I 1, 2021
Trinity Blvd Ph l
CiCy P�nj ect No. [ D2101
330412-2
NfAC�NESIUM ANOD� CATHODIC PROTECTIQN
Page 2 of I O
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10} Cl�an-up
I 1) Start-up/Coz�azxaissioning
�,. Cathadic Protection S_ystem Re-Testin�
a. Measurement ^
�) Measurement for this �#ezzas shall be b lam snm
b. Pavment
1) Th� work �erfartue.d and materials iurnished in accardance with this
item shall b.e paid for at the l�mp sum price bid �ox "Cathodic
Pratection Svs�e�nn Re-TesEin�". � ...
c. The przce bid shall include:
1) Mobili�zation
Z) Re-Testin�
13 1.3 REFERENCES
I4 A. Abbreviations and Acrony�s
15
I6
17
18
19
ZO
21
22
23
24
25
26
z7
28
1. AWG: American Wue Gauge
2. CSE: Capper/Copp�r Sul�ate Reference� Electrode
3. HMWI'E; High Moleculaz Weight Polyethylene
B. Definitions
1. Anode: The eleetrode of an electracheinical e�ll at �which oxidatian occ�ars.
2. Cable/Wire: One conductor or multiple eonductors ins�.ilated from one anathex.
3, Cathode: The electrode of an elect�•ocheinical cell at which reduction is the
principal reaction.
4. Cathodic Polarization: The change of electrode po.tential in the negative darection
caused by direct cu�'ent (DC) flow acz'oss: the e�ectrade/electrolyte interface.
5. Cathodic Protection: A tecf�nic�ue used to reduce the cor�•osiota of a metal sur�ace by
�nalang i:h:at su.rface the ca�hade of an �lect�ochemical cell.
6. Corrosion: Degradation of a material, usuaIly a metal, that results fiam a r�action
with its environmenC.
29 7. Corrosion Control Engineer: NACE certi�ted, Iicensed engineer in the state of
30 Texas, empl�yed by a Carrosion Engineering Fi�n.
3l 8. Corrosion Engineering �'irm: Engineering firm in charge of th� carrosion protiection
32 design on behalf of the Contractor.
33 9. Crit�rion: Standard for assessment of tihe ef£ectzveness of a Cat�odic Protectinn
34 Systezn.
95 10. Current; Flow of electric c�aax•ge.
36 11. Electrode: A conductor used to establish c4ntact vc�zth at1 elecirolyte and through
37 vvhich curren� is transferred to or t"rom an electrolyte.
3 S 12. Electralyte: A chemical substance contairung ions thae migrate in an eiectric field
39 {i.e., soil or water).
40 13. Foreign Structur�; Aa�y n:zetallic st�raciure that is not intended as a part of a system
41 under Cathodic Protectian,
42 I4. Galvanic Anode: A metal that provides sacrificial protection to another �etal that zs
�3 Iess active (more noble) wlaen electrically coupled in an electrolyte,
crrx oF Fo�T wax�rx T���:�«y s��a rn i
S'I'ANDA1217 CONSTRUCTION SPEG'IFTCATIO�I DOCUME3+ITS City Project 1Va. 102141
Revised May 11, 2021
330412-3
MACNESTl7M ANOI]E CATHODIC PROTECTION
Page 3 oF 10
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I 5. Inte�rfei•ence: Any electlrical dishubance �n a metalJ.ic st�ruucture as a result of stray
cua-rent.
16. Pipe-to-Electrolyte Poten.tial: The �otential difference betvveen the pzpe and the
electrolyte that is measured with reference tn an electxade in contact witk� the
elecirolyte.
1'1. Palarized Poteniial: Tfae patent�al across the strueturelelecirolyie inte�face that is
the suzaa of the free coxxosion potential and the cathodic polaz�ization
J.8. Reference Electrode: An elect�-ode whase oper�-ciureuit potential is canstant under
similai• conditions of ineasurezbent and is used ta measvre the rela�ive potent�als of
other electrodes
19. Stz'ay Current: Current flow t.�ro�agh pati�s other thazz the intended circuit.
20. Voltage: E�ect�ornotive t'orce or difference iza electrode potential expressed in volts.
C. Reference Standards
1. NACE Intei�ational {NACE).
1 S 1.4 .A.DNIINISTRATIVE REQUI1tEMENTS [NOT USEDI
16 1.� S�CTSMITTA,LS
17 A. Submittals shalI be in accm•dance with Section Q1 33 00.
1$
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20
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B. �il submittals shall be approved by the City pri�r to delivezy.
1.6 ACTION SUBNIITTALSnNFORMATIONAL SUBNIITTALS
29 1..7
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31
32
33
34
3S
3b
37
A. Product Data
1. Subxx�.it produet data for all components oi the Caihodic �z•atection Systern. Data
suhmitted shali include:
a. Anodes
b. Anode Test Stations
c. Wiring
d. Splicin.g Materials
e, T�ermite Weld Materials
f. Weld Coatix�gs
CLOSEOUT 5UB1ViTTTALS
A. The results of alI testing procedures shall be submitted to the Engineer nr the City �'or
re�iew and approval. Testing information requir�d includes;
1. Annde graundbed current outputs
2. Pipe-to-sozl poteniials
3. Results of interference testing
4, Results af electrical isolation joint tests
5. Operating and maizatezaance instructions
B. Results of all testing are to be su.bmitted to Owner %r inclusion in the O&M mauual.
38 C. Provide wriiten documentation from the Cor�-osion Control Engzzaeer of any deficiencies
39 discovered during the post insiallation ins�ectio�.
40 D. Perfo�r�[n re-testin as indicated rn this 1A,nc�le u on com letion of fillin ac�i�vities.
CITY O�' FOR"I` WORTH Trinity Blvd Fl� !
STAN�AItD CONSTRUCTIO�T SPECIFICATTON DOCUMENTS City ProjeetIlo. 102�01
Ravised May 11, 2D21
33 04 12-4
MAGN�SIUM ANOI]8 CATHODIC PROTL�CTION
Page 4 of 10
1 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
2 1.9 QL]ALITY ASS�C]RANCE
3 A. Q�alifications
4 1. Cathodic Pratection installer shal� show adequate docuanez�ted experience in the
5 type of Cathadic Pratectian woxlc required for the project.
6 B. Certifications
7 1. Ttae Contractor shall, upon request by City, fizz�nish manufacturer's certified test
8 report� that indicate that anodes ineet Speciiacations and that aIl tests laave been
9 per�nrmed in accordance wzth the applica�le standards.
lb �.10 DELIVERY, STORAGE, AND �IANDLING
II
12
13
14
A, Delivery of Cathodic Protect�on materials s�aII be caordinated by the Contractor.
B, �torage and Handling Requirements
1. Secure and maintain a location to store the material in acco�danee with Section OI
66 00.
1S C. �'ackaging Waste Managem�nt
1b 1. Dispose of anode and thermite weld mate�ial pacicaging properly and remove fi•om
17 the jflb site aft�r instaIlation is complete.
18 111 FIELD [SITE] CONDITI�NS [NOT USED]
19 11� WARR�NTY [NOT US�D]
2p PAR.T 2 - PRODIICTS
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�1 OWNER�FL7RNISHED [oz�] OWNER-SUPPLIEDPRODUCT� [NOT USED]
�.� MA'I'ERI�I,S
A. �acrificial Anodes - Magnesium
1. Magnesium Anodes
a. Use hzgh patential prepackaged Magnesium Anodes.
b. The metallurgical compasitio:n of the Magnesiwn Anodes shall canfarm to the
follnwing;
Element Content %
AZ O.a1
Mn 0.50 to 1.30
Cu 0.02 M�imum
Ni 0.001 Maxirnum
Fe 0.03 Maximum
�tt�e�• OAS Each or 0.3 h�Iaximum Total
Ma nesium Retx�.ainder
29
C1TY OF FdRT WORTH Trinity Elvd Ph I
STANDARD CONSTRUCTTO�! SPECLI'ICAi'ION DOCi]MENTS City Praject No. ]02101
Revised .May 11, 2021
330412-5
MAGNL�SIUM ANODE CATFIODIC PRQT�CTION
Page 5 of l0
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2. Magnesitnn Anodc Ci.u�'ent Capacity
a. MagnesiUzxz Anades require a current capacity of no less than 500 amp-1lotus
per pound of magnesium.
3. ,Anode Backfll Material
a. Use che�tnical bacicfilI material around all galvanic anodes.
b. Bacl�'ilI provides a reduced contact resistance to earth, provides a unifoz-na
envuonment surrounding the anode, refains z�:oisture around the anode arid
pXevez�ts passivation of t�e anode.
c. All galvanic anodes shall come pi-epackag�d in a bacicf"ill maxerial confox-t�ning
�o the fallavving cornposition:
1) Ground hydrated gypsum: 75 percent
2) Fowdered bentonite: 20 percet�t
3) Anhyc�ous sod�ium sulfate: 5 pe�•cent
4) Have a grain size backfill such that I QO percent is capable of passitig
thraugh a 20-mesh screen and 50 percent is retai.n.ed by a 100-mesh screen.
d. Campletely surround the anode witla the backfill miacture within a cotton bag.
e. �'or cas� magnesium ingats, the required weight of backfill shall be as fbllows:
Anode Weight Backfll Weight Totai Weigh�
ounds ounds Pounds
17 44 61
20 SO 70
32 _ 58 9a
40 65 la5
48 48 9b
60 70 13�
I9 4.
20
2I
22 5.
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3�
31
Anode Le�d Wires
a. For the lead wire for the Magnesium Anad�s, use a 10-foot le�.gth of No. 12
AWG salid copper wire equippad with TiIV of THW insulation.
Lead 'G'�7ir� Con�ection to Magnesiunn Anode
a. Cast Magnesium Anodes with a 20 gauge galvanized steel core.
b, Extend 1 end af the core beyond the annde for tb.e lead wire cannection.
c. Silver-snlder the lead wit'e to the core and fully insulate the conn�ctian.
B. Splicing Tape
Tape used :foz co�ering anode lead v�ire to anode header cable connections shall be
2 layers of Scotch I30C rubber splicing tape, then 2layers of Scotch 88 �inyl
eIectrical tap� as manufaetured by 3M Saotcb:, or approved equal.
Taped splices shall be covered with a coating of 3M Scotchkote electrical caaiing,
or approved equal.
I.
2.
32 C. Cxita�ping Lugs
33 1, Crimping lugs used to connect the anode Iead wire to anode header cable shalI be
34 eopper campression critnpit Catalog No. YCI OC.10 as manufactured hy Bumdy, or
35 approved equal.
36
37
38
D. Anode Header Cable
1. Anode header cables routed b�tw�en the anod� gxoundbad and the test stations shall
be #10 AV[lG stranded copper conductars with ty�e HMWPE insulation (black).
C1T�C OF FOl2T WORTH
5TANDARD CON5TI2UCTiON SPECIFICATION DOCU1biENTS
lZcVised May 11, 2�21
Trii�ity B3vd Yh 1
Ciry ProjectNo. 1021Q1
330412-G
MACrN�SNM r1NODE CATHODIC P120TECTTON
Page 6 af ] 0
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t1
E. Anode Test Stations
1. Test stations shall consist of test wires, a terxzainal head and a ixaffic box as shown
on the Dx•awings.
2. The terminal box shall be a 7 terminal NM-7 with cast iron lockable lid as
manufactur�d by CP Test Services, oi• ap�roved equaI,
3. Tlae Piecast Cnncrete �-affic bax shall Ue a 10.25-inch d'zarz�etex• 3-RT vaith a cast
iron caver ma�ked "CP Test" as manufactured by Brooks Producis, Inc, or appraved
equal.
4, If the area zs not paved, th� tcst station shall be installed in a 24-inch x 24-inch x 6-
inch square concrete pad.
5. 7nsta1l a marker sign adjace�t to a1i flush-mounted test stations.
I2 k'. Shunt
13 I. Manztarizag shunf shall be �. D.O1 ohtn Type RS shunt as manufactured by
14 Holloway, or approved equal.
15 2. There shall be a1; least 1 shunt in each Magnesium Anode test sta�ion.
16 G. Test Lead Wire
17 1. Test statzon Iead wires shall be #12 AWG st�-anded copper cable wif� type TW,
18 THW ar TT�IIN insulation, blacic in color.
19 H. Permanent Reference Electrode
20 1. The perin�ent reference electrode shall be a copper sulfate �ez�acell Plus dauble
21 membrane ceramic cell in a geomembrane package, as inanufactured by Corrpra
22 Cnmpanies, Inc., or appro�ed equal.
23 2. The pez�xnar►ent reference eiectt•ode shall be equipped with No. I4 AWG st��anded
24 eopper wire �ith blue HMWPE zn�ulation o� si.�itable length to atlach to the
25 terzaainaZ baard of the test sta.tion.
26 L Marlcer Sig�.
27 1. Provide marker szg� in accoxdance with Section 33 05 2�.
28 2.3 ACCESSORIES [NOT USED]
29 2.4 �OURCE QUALITY CONTROL [NOT USED]
30 PART 3 - E�ECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EX�MINATI4N [N�T iTSED]
33 3.3 PREPARATION [NOT USED]
34
35
36
37
38
3.4 INSTALLA'I'�ON
A. Installation of Saczi�cial Anod�s
1. Plaeemeni
a. Each anode shaIl be installed vertically in a 12-inch diatnete�• by 1 Q foot deep
hoIe or by trench maintaining the same spacing as shown on the Drawirzgs.
CITY 4F PORT WORT'H
STAN�IARD C�NSTRUCTLON SPECIFICATTOI�i T]OCITMHNTS
EZevised May 11, 2p21
Trinity Blvd Ph l
City PinjectNo. I02101
33 U4 12 - 7
MAGN�SNM ANObE CATHODIC PROTECTION
Page 7 of 10
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B. Installation of Permanent Az�.ode
12 A�. Anode Lead Wire
I3 a. Lead wixes ;�io�a the anodes shall be run undergrnund at a nnini�num depth of 24
14 inches.
1 S b. Each anode Iead wire shail be connected to an anode header cable as indicated
16 on the Draw�.gs.
i7 5. Hazidlix�g
18 a. Anodes shall be handled ia a manner t�.at will avaid damaging anode materials
19 and vvire connections.
20
21
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23
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C. �nstallation of Wire and Cable
28 2. Placement
29 a. Place the permanent reference electrode in the same ditch wi�h the �rater liz�e
30 and carefully covered with khe same soil as the pipeline bacl�ll.
31 3. Lead �ire
32 a, Protect the permanent reference e�ectrade lead wire during backf"ill operations
33 and route to �l�.e test station along with the water Iine tesi leads and azaode
34 ground bed cables.
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41
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45
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47
2.
3.
b. Centerline of the anode shall be at a minimum of 10 feet fi•om the cenierline of
the pipe.
c. Anodes shall be installed witY�in the pipeline right-of way.
2. Augu�ed Hale
a. The anode hale diam�ter shall easily accammodate the anode.
3. Backf'iIling
a. After the hole i� augured, ihe packaged anode shall be lo�vwered iz�to the hale and
the sail shall he fi�-mly tamped around tlae package sa that it is in intimatE
contact with the package.
b, Poux a minimum of 5 gallons of water inta the anode hale.
e. Backfill the remainder of the annde ho1e.
1. Locatinn
a. Install 1 permanent copper sulfate reference electrade at each anode ground
bed.
h. The pezxa�a�ent reference eleci�•ode shall be within 6 inehes af the pipe at pipe
depth.
c. Prepare and install the permanent reference electrode in strict accordance �vzth
the zaaanufaciurer's recommenclaLions.
� . Depth
a. All underground wixe and cable shali be installed at a minunum of 24 inches
below �na� grade with a minimum separatian of 6 znck�es froin flther
underground struci�'es.
Anode Head�r Cable
a. Each azzode lead wire shall be connected ta a#10 AWG/�IMWPE header cable
which s�a11 be routed. into a flusl�-to-grade test station.
Anode Lead Wire ta Header Cable Connection
a. Each anode lead wire to header cable connection sha1l be naade using a copper
compression connector.
b. Each connection shall be taped using rubber tape, vinyl tape and coated with
Seotchkate electrical coating as shot�vn oi� the Drawings.
G1TY OF' F012'I' WORTH
STANI]ARD COIVSTItL7CTIOlV SP�CIFICATION T70CUMENTS
Revised May 11, 2021
Trinity Blvd Ph 1
City Project Ido. ] 02101
330a12-8
MAGNESIZJM ANODE CATFiOD1C PRQTECTIQN
Pa�e 8 of 10
1
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3
4
5
b
7
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9
4. Anode-to-Pipeline Connectio�
a. Cox7nect each �roup of anodes to the pipeline thtough a test statian as shown on
the Drawings.
b, A 0.01 ohm shunt shall be used to coz�aect the anade header cable to the
pipeline as sho'�vn on the Drawings.
5. A 3-inch wide, yellow, �Zon-detectable wa�-ning tape labeled "Cathodic �rotectzon
Cable Buri�d Belovv" shall be buried at a depth of 18 inches below the suiface and
along the length o�' a1J. Cathodic 1'rot�c�ion cable trenches.
D. Test Lead Wire Attacbznent
IO 1, Tes� l�ad cables shall be attached to tbe pipe by thei�nite welding.
11 2. Th� pipe tn which the wires are ta be attaciaed shall be clean and dry.
12 3. A grinding wheel shall be used to remo�e alI caating, mill scale, oxide, grease and
l 3 dirt from the pipa over ati area. app,raxiunately 3 inches square.
lA a. The sr,u-�ace shall be cleaned to bright metal.
15 4. The wires to be ik�ermite welded to the pipe shaI1 have appraximately 1 inch of
16 insulation removed from eack� end, exposing clean, axide-free copper for welding.
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25
26
27
28
zg
5. Charges and Molds
a. Weld chaz•ges and mnld size shall be as specified by t1�e rriazaufacturez� far the
specific sur£ace configuration,
b, Ca�re sk�alI be taicen during iustallation to be sure correct chaz•ges are usec[.
c. Welding charges and rnolds sl�al,l be the product of a manufacturer regularly
e�.�aged in the production of such materials.
6. LTsing the pxope�• size thern�ite weld moid as recoinmended by the �a�:anufaetu.rer, �he
wire shall be placed between the graphite xnold and the prepa��ed metal surface,
7, The x�etial disk shall �� placed in the bottom of the mo1d.
8. Tbe cap from tk�e weld charge container shall be remaved and the contents �oured
into the mold.
9. Squeeze the bottom of the weld charge container to spread ignition powder over the
charge.
30 10. C�ose the mold cover and ignite the starting pn�vder with a flint gun. T'he mold
31 should be held �irtrily in place until a11 af the charge has burned and tYae weld has
32 cooled slightly,
33 11. Remove the thermite weld mold and gently stz•iIce the weld with a ha�nmer to
34 remove the weld slag,
3S
36
37
38
39
40
41
42
43
44
12. Pull on the wire to assure a s�cure connectinn.
13. If ihe weld is not secure ar the wire breaks, repeat the procedure.
14. If th� weld is secure, coat aIl bare metal and weld metal with Stopaq CZ tape, or
approved equal.
E, �'lush-ta-Grade Anode Test Statzons
1. Flush-ta-grade anode test statians shall be instaIled as skzown an the Drawings.
2. Test statio�s shall be installed in a 24-inch x 24-iuch x 6-incl� square coner�te pad.
3. Sufficient slack shall be coiled beneath the test station to aecommodate p.roposed
fill and to allow for soil sett�ement and to pre�vent damag� to the leads during
backf'tlling,
CITY OP P'ORT WORTH Trini#y Blvd Ph ]
STANDARD CONSTRiICTIQN SPECIFICATION DOCUMENTS Cify i'ivject�io. ]02[OI
Revised May 11, 2Q21
33Q412-9
MAGNESI[Tivl A3�IDb� CATHODIC PROT�CTIpiwi
Page 9 af 10
1
2
a. Additiar�al slacic s�.all be left to allow fnr withdrawal of the tei�ninal board a
naini�num of X2 inches above the top af the canerete pad for test ptu•poses.
3 F. Post Installation Bacl�lling of Cables
4 1. General
S a. D�.u7ng the l�ackfzlling operation, eables shall be pz•otecied ta prevent damage to
6 the wi�e insulation and canductar integrity.
7 3.5 R�PAIR
8
9
10
11
I2 3.6
A. Cut wires shall be spliced by using a copp�r compression connector,
1. The connectio� shall be completely sealed against naaisture penet�ation by the use
of rubUer tape, vinyl tape and Scotck�kate electrical coatin�.
B. Damaged ar missing test station cornponen.ts shall be replaced by �qual compon.ents.
RE-INSTALLATION [NOT USED]
13 3.'� FIELD QiJA.LITY CONTROL
14 A. Fieid Tests and Inspectians
15 L A11 coz�aponents ofthe Cathodic Protection System shall be visually inspected by
16 the City prior to commissioning of the system.
17 3.8 SYSTEM �TARTUP
I8 A. General
I9 ].. The Cathodic Proi;ection System shall be inspected, energized and adjusted
20 (commissioned) as soan as posszb.Ie after the Cathodic Protection equipment has
21 been insYalled.
22 B. Equiprrienf
23 1. All Catho�c Protection tasting ins�ents shall be in proper working orderr and
24 calibrated according to factazy specifications.
25 C. Comrnissioning
26 1. The commission.ing o�the Cathodic Protection System shall be perfanned by, or
27 under the dit•ect supervisian of, the Corrosian Engineering Finn qualified to verify
28 compliance with this Speciftcation and vaith the referenced coi�rosion control
29 standards set foxth by NACE Internatiolial.
30
31
32
33
34
�5
36
37
38
39
�}0
�l
D. Method
1. Measure naiive state structure-�o-soil potentia�s alo�g the water Iine using the
permanent reference electrodes at each anode test station and a portable referenc.e
electrode at aIl o�Iaex te�t stations and at above grade pipeline appurtenanees,
2. Energize the Cathodic Protection System by connecting each Magnesium Anode
groundbed to the pipeline Lead in t�ae test station junction box by �neans of a 4,01
ohm shunt.
3. Record each anode groundbed cun-�nt using the shunt.
4. Allo�w suf�Zcient time for the pipeline ta polarzze.
5. Adjust, ifnecessary, th� Cathodic P:rotection current output in �ach anode test
statian to satisfy the 100-mV polarization shift criterion or the -85� millivolts-CSE
poiarized potential criterion as established by NACE Internationaj standards,
CTTY OF FORT WQRTH Trinity Blvd Ph 1
STANDARD CONSTItUCTION SPECIFICATIQN AaCUMENTS City Prnject 3�Io. 1021 � 1
Revised May 1 l, 2021
s3 oa �2- ia
MAGN�SICTM ANpD� CATI-IODIC PROTECTION
Page l0 oF 10
1
2
3
4
5
6
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13 3.9
6. Record a11 final ctarrent outputs measured at each test station.
7. Verify that all elect��cal isolation devices aze operating properly includiz�g flange
isoIatoxs and casing spacers.
8. Vez-�fy that interf'erence does not exist with foreign stt�.ictures.
9. Perform joint tests with owners of the foreign st�uctures {if a�y) and z�nitigate any
interference detected.
10. If necessa�y, instaIl resistance bonds to mitigate itaterfax•ence.
11. Interference te.sti�g caordinaiio� witi� t�ie owners of foreign si�ructuz-es is the
respnnsibility of ihe Ca#hodie Protectzon tester,
E. Vexification a.nd ResponsibiIities
1, Can.traetor shall co��ect, at his expense, any deficiencies in mat�rials or installation
pracedures discovered duri�ag the post-installa�ion inspection,
A.D.I�USTING
14 A. Perform star�u re-testin as indicated in Ar�ic[e 1.'� u on reachin fi�zal ro osed
15 rade.
16 3.10 CL�ANING [NOT USED]
17
18
19
20
2I
END OF SECTION
Revision T_,og
DATE NAME SUMMARY OF CT�ANGE
22
3.11 CLOSE�IIi' ACTTV�TIES [NOT USED]
3.I2 PROTECTI4N [NOT USED]
3.I3 MAINTENANCE [NOT U�ED]
3.I4 ATTACHMENTS [NOT USED]
CITY OR FORT' WO�TH Trinity Blvd Ph I
STANpARp CDINSTRUCT[ON SPECTFICATION DqCTJMENTS City Project No. 10210]
Re�ised May 11, 2021
3311 ll-]
DUCTILE AtbN FIT'I'INGS
Page 1 af 13
2
SECTIUN 331� 11
DUCTILE IRON FIT'TiNGS
3 PART 1 - GENERAI.
4 1.1 SUMMA.RY
5 A. Sectzon Includes:
6 1. Ductile Iron Fittings 3-inch through 64-incl� for potable water, wastewatec, and
7 othet- liquids %r use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe
8 2. All mechanicaI jaint fzfiings shalI be mechanically :restrained using restrained
9 wedge type refi.ainer glands.
10 B. De�viations from this Czty of Fort Worth Sta�ndard Specification
11 1. Modified 1.2.A.I.a.1)
12 2. Modified 1.2.A.1.b.1
I3 C. Related Specification Sections include, but are not necessarily Iimited to:
14 1, Division 0— Bidding Requirements, Contract Farms, and Conditions af the
l5 Contract
16 2. Division 1— Ge�eral Requir�ineni�
17 3. Section 03 30 00 — Cast-in-1'lace Concrete
18 4. Section 33 04 10 — 7aint Bornding and Elactrical Tsolatinn
14 5. Sectian 33 04 40 — Cleaning and Acceptance Testing of Water Mains
2� 6. Sectian 33 OS 10 — Utility Trench Excavatinn, Enabedment and Bacicfill
21 7. Sectioza 33 11 OS — Bolts, Nuts, and Gaskets
22 L2 PRICE AND i'AYMENT PROCEDi]RES
23
24
25
26
27
28
29
3Q
3!
32
33
34
35
36
37
38
39
40
A. Measurernenf and Payment
1. Ductile I�'on Water Fittings v�ith Restraint
a, Measuremeni
1} Shall b� �av lump sum or p�r ton of �ttings supplied
2} Fittings weights are the sur� of the varions ty�es of ��tings multiplaed by
the weight per �tting as listed in AWWA/ANSI C1531A2I.53.
3) Tlae fiiting weights listed in AWWAIANSI C11p1A21.10 are onlq allowed
for specials where an AWWAIANSI C153/A21.53 is not available, or ifthe
Draysrings specifically call for an AWWA,/ANSI C11DlA2I.l0 fittings.
4) If the Contractor cnooses to supply AWWA/ANSI CI 10/A21.10 (full
body) Ductile Iron Fittings in lie�t of AWWAIANSI C� 53/A21.53
(coznpact) Ductile Iron Fittings at his convenience, then the weight shall be
measured in accordance vvith AWWA/ANSI C153/A21.53.
b. Pay�nent
1} The work pe�-Fflrmed and materials furnished in accordance witl� this Itenn
and measured as provided under "Measurerneni" will be paid for at the unit
pric� bid per lump s�m or ton ai "Ductile Iron V�ater Fittings vaith
Restraint".
CI7"Y OF FOIZT �VORTH
STANDARD CONSTRUCTION SPECI�'ICATION DOCUMENTS
Revised Septemher 2R, 2p 17
Trinity Bouleva�•d Ph 1
City Project No. 102101
331111-2
DUCTIL� IRON FITTINGS
Page 2 0€ I3
1
2
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7
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9
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1S
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1$
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ai
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2.
c. The price bid shall include:
1) Furnishing and installing Ductile Ieon Water Fit�ings as specif ed by the
Drawin�s
�.) Polyethyle�e encasement
3) Liraing
4} Pavement removal
S} Excavation
6} Hattling
7} Disposal of excess material
8) Furnishitag and installing bolts, nuts, and restraints
9) Furnishing, placement and corx�paction of embedment
1 Q) Fui�ishing, plac�ment and compaction of backfill
11) Trench water stops
1.2} Clean�up
13) Cleaning
14) Disinfection
IS) Testibg
Ductile Iron Sewer Fittings
a. Measur��nent
1) Shail be per ton of fiitings supplied
2} Fittings weights are the sum o� the vatious types of fittii�gs multiplied by
the weight per iitting as listed in AWWA/ANSI C153/A21.53.
3} The fitting Wveights [isted 'z� AWWA/ANSI CI 1Q/A2I.10 are only allo�r,fed
for specials whe�e an f1WWAlANSI C1531A21.53 is not available, or if the
D.rawings sp�ci�cally call for an AWWA/ANSI C1 IOIA21.10 �ttings.
4) If the Contractor chooses to supply AWWAIANSI CI 10/A21.10 (full
body) Ductile Iran �'ittings in lieu of AWWA/ANSI C1531A21,53
(corripaet} Ductile Iran Fittings at his conv�nience, then the weight shall be
measiued in accordane� with AWWA/ANSI C1S31A21.53.
b. Payment
1) The work pei�ormed and materials furnished in accordance with this Tte�
and measured as pt•ovided under "Measurement" will be paid fo�• at the unit
price bid per ton of "Ductile Iron Sew�r Fittings".
c. The price bid sha11 include:
I) Flirnishing and installing Ductile Iron. Water �'ittings as specified by the
Drawin�;s -
2) Epoxy Coating
3) Polyetlaylene encasement
4} Lining
5} Pavement removal
b} E�cavation
'7) Hauling
8) Disposal of excess mat�rial
9) Furnishing and installing bolts, nuts, and restraints
l Oj Furni�hing, placement and compaetion of embedment
11) Fuinishing, placement and cotnpaction of backfill
12) �lean-np
13) Cleaning
14) Disinfeetion
CITY OF FOR'I' WORT�I
STANDAI2D CONSTRUCTION SPECI�ICATION DC7CUN3ENTS
Re�ised Septembcr 20, 2017
Trinify Boulevard Yh 1
c��yz�r4����r�a. iaziai
331111-3
DiJCTILE IR03�T FITTIIJCS
1 15) Testing
2 1.3 REFERENCES
� A. Definitions
4 1. Gland or Follo�+er Gland
5 a. Non-restrained, mechanical joint fitting
Page 3 0£ l3
6 2. Retainer Gland
7 a. Mechanically resfrained mechanical joint fitting, consisting of nrzuitiple
8 gt�ippzng wedges inco�porated into a follower gland �.eeting the applicabie
9 requirements of ANSI/AWWA Ci 10/A21.10.
10
ll
12
I3
I4
15
16
17
18
19
24
21
22
23
24
25
B. Reference Standards
1, Reference standards cited in this Specification refer to the current reference
staxzdard published at the time of the latest revision date lo�ged at the end af this
Specification, unless a date is specifically cited.
2. American Saeiety of Mechanical Engin�ers {ASIVIE):
a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 2S0}.
3. ASTM InternatianaI (ASTM):
a. A193, Standard S�ecification far Alloy-Steel and Sta.inless Stee1 Bolting for
High Temperature or High Pressure Service and Other Special l'tupose
Applications
b. A19A�, �pecification for Carbon and Alloy Stee1 Nuts for Balts for High
Pressure or High Temperature Service, or Both
c. A242, Standard Specificatzan for High-Strength Low-Al1oy Structural Steel.
d. A674, Standard Fractice for Polyethylene Encasement for Ductile Tron Pipe foz•
Water ox Other L�quids.
e, B1 I7, Standard Praetice for Operating Salt Spray (Fog) Apparatus,
26 4, ATmerican �'Vater War�Cs Association (A�VWA):
27 a. C203, CQaI-Tar Protective Coatings and Linings for Steel Water Pipelines -
28 Enaimel and Tape - Hot Applied.
29 b. C600, Installation nf Ductile-Ir.on Water Mains and their Appurtenances.
30 c. M41, Ductile-Txan Pipe and Fittings.
�] 5. Ameriean. Watez• Works Association/Ameri.can Natzonal �tandards Institute
32 {AWWAIAlVSI):
33 a. C104/A21.4, Cement Mortar Lining for Ductile-Iron Pipe and Fit�ings.
34 b. C l OS/A2 i. S, Palyethylene Encasement for Ductile-Iron Pipe Systems.
35 c. C110/A21.10, Ductile-Iron and Cn-ay-Iron Rittings.
36 d. C1 i 11A21. I 1, Rubher�Gasket Joints for Ductile-7ron Pressure Pxpe and Fittings.
37 �. C 1151A21.1 S, Flanged Ductile-Iron Pipe with Ductile-Iran or Gray-Iron
38 Threaded Flanges.
39 f. C151/A21.51, Ductile-Iroz� Pipe, Centrifugally Cast, for Water.
40 g. C153/A21.53, Duciile-Tron Compact Fittings for Wa#er 5ervice.
41 E. NSF International (NSF):
42 a. 61, Drinleing Wa�er System Components - Health Effects.
43 7. Socieiy for Pratective Coatings {S�PC):
4� a. PA 2, Measurernent o� Dry Coati�ng Thicicness with Magnetic Gages.
C1TY QF FORT WORTH Trinity Boulevard Ph l
STANDARD COI�ISTRCJCTION SPECIFICATION DOCUMENTS City PrajectNo. 102i0t
Revised September 20, 20I7
331111-4
DUCTIL� IRON FITTINGS
Page 4 of 13
3 1.4 ADMiNI�TRATIV� REQU�REMENTS [NOT USED]
2 1.5 SIIBMITTALS
3 A. Submittals sha11 be in acca.rdance wit� Section O 1 33 00.
4 B, AlI submittals shall be approved by the City pxior to delivery andlor fabrication for
5 special�.
6 l.b ACT�OIV SUBMITTALS 1 INI{'ORMATIOl�iAL SUBMITTALS
7
8
9
ia
11
12
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23
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35
3b
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40
4I
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��
A. Product Data
1. Ductile Iran Fittings
a. Prassur� cIass
b. Interior Iizaing
c. roint types
2. Polyethylene er�casam�nt and tape
a. Planned method of insfallation
b. Whet,h�r the film is linear low density or high density crass li_nked polyetl�yiene
c. The thicicness of t11e film provided
3. T1ie iaierior lining, if it is other than cement mortar lining in accordance with
AW WA/ANST C 10�IA21.4
a. Material
b. Application recommendations
c. Field toucla-up pxoc�dures
4. Th��ust Rest�aint
a. Reiainer glands
b. Thrust harnesses
c. Any other means
5. Gaslcets
a. Pravide Gaskets in accordance wif,� Sectinn 33 1 i O5.
6. Isolation Flanges
a, Flanges iequiz•ed by the dravvings to be Isalation �'langes shall confor�a to
Section 33 Q4 10.
7. Bolts amd Nuts
a. Mechanical Joints
I) Provide bolts and nuts in accordance with Seciion 33 11 O5.
b. Flanged Ends
1) Meet requirements afAWWA C115.
a) Provide bolts and nuts in accardance with Section 33 11 Q5.
$. Flange Coatings
a. Connections to Steel Flanges
1) Bui•ied co�nections with �teel Flanges shall be eoated with a i'etrolatum
Tape System in accordance with Section 33 11 O5.
B. Ce�rtificates
l. The manufactuxer sY�all furnish an affidavit certifying that all Ductile Iron �'ittings
meet the provisians af tl�is Section and m�et the requirements of AW WAJANSI
C1 tQ/A21.10 orAWWAIANSI C153/A21.53.
2. Fuxnish a certi�cate stating that buried bolts and nuts conform to A�TM B 117.
CITY OF �"ORT WORTH
STAIVD� CONSTRUCTION SP�CTI'TCATION DOCUMENTS
Revised S�ptember 20, 2017
Trinity Bnulevard Ph I
CityProjectNa. ]02[pI
331111-5
DUCTiLE IRON FITTINC�S
Page S of 13
i I.7 CLOSEOUT SUBMTTTALS jNOT IISEDj
2 1.8 MAINT�NANCE T17AT�RIAL SUBMITTALS [NOT U�ED]
3 1.9 QUAL�TY ASSURANCE
4 A. Qualifications
5
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1. Manufacturers
a. Fittings manufaet�iring operations (fittings, Iining, and coatings) shall be
p�rformed under the control flf the manufacturer.
b. Ductile �ron Fittings snali be manufactured zza accordance with AWWAIANSI
Cl 1fl1A21.1b orAWW.A/ANSI C153/A21.53.
1} Perforrn quality control tests and maintain the results as aut�ined in these
5tandards to assure complia:nce.
B. Preconstruction Testi�g
1. The City may, at its own cost, subj ect z•andom fittings for destructive testing by an
ind�pendent laboratory �Qr compliance with this Specificatian.
a. The carnpliance test skall be performed in ti�e Unzted States_
b. Any visible c�efecis or �ailur� to rneet the qualiry standards herein will be
grounds far rejecting the entire arder.
1.IQ DELIVERY, STORAGE, ANll HANDLING
A. Staz•age and Handling Requixements
1. Store and handle in accordance with the guidelines as stated in AWWA M41.
2. S�cure a�n.d maintain a location �o store the nnaterial �n accordanee with Sectiora O1
b6 00.
1.11 FIELD [SZT�j CONDITION� [NOT CISED]
1.1� WA RRANTY [NOT USED]
25 PART 2 - PRQDL7CTS
26 2.1. OWNER F+`URNISHED [oR] OVVNER-SLTPPLIED PRODUCTS [NOT U�ED]
27 2.2 EQi]IPMENT, PRODUCT TYPES AND MATERIALS
28 A. Manufacturers
29 1. Oniy �he man.ufacturers as listed on the City's Standard Products List will be
30 cnnsiderred as shown in Sectian O1 6� 00.
31 a. The manufacturer must comply with this Specificatian and xelated Sections.
32 2. Any product that is not listed on the Standard Products List zs considered a
33 substitutio�. and shall be submitted in accordance wit1� Section O1 25 D0.
34 B. Ductile Iron Fittings
35 I.. Ductile Iron Fittings shall be ir�. accordance with AWWAIANSI C110/A21.10,
36 AWWA/ANSI C � 531A21.53.
37 2. All fittings for potable water service skall meet the requirements ofNSF b1.
38 3. Duct�le Iron Fittings, at a minimum, shall zaleet or exceed the pressur�s classes of
39 the pipe which th� ftting is connected, unfess speci�cally indicated in the
40 D�-awings.
CITY OF FORT WORTEI Trinity Baulevard Ph 1
STANpAI2D CdNST'RUCT[ON SP�CIFICATION DOCiTMET�TS City Praject Na. 1021 U I
Revised Septeinber 20, 2017
33 11 11 -G
bUCTiL� CRpN FITTINGS
1 4, Fit�ings Marlungs
2 a, Meet the minim�m x•equirements o.f AW WA/ANSI C 151/A21.51.
3 b. Minimum marlcings sha11 incIude:
�4 1} "DI" or "Ductile" cast or metal stamped an each �tting
5 2} Applieable AWtiVAIANSI standard for thai the fitting
b 3} Pressure ra�ing
7 4) Numbel• of d�grees for all b�nds
S 5) Nominal diameter af the openings
9 6) Year and cattntry ii�ting was cast
10 7) Manufacturer's marlt
1'age G oi 13
ll 5. .Toints
E 2 a. Mechanical Joz�zts �itl� nnechanical restraint
13 1) Comply with AWWA/ANSI C1 ] I/A21.1 I and applicable pa�ts of
14 ANS�IAWWA C110/A21.10.
1S 2) The retainer gland sl�all have �e t'ollowing worlcing pressure ratings based
l6 on size and type ofpipe:
17 a) Ductiie Iron Pipe
18 (1) 3-inch — lb-inch, 350 psi
19 (2} 1$-inch — 48-inch, 250 psi
20 b) PVC C900 and C905
2] {1.) 3-inch — 12-inch, 305psi
22 (2} 14-ineh -- 16-inch, 235psi
23 (3} 1 S-inch — ZO-inch, 200psi
24 (4} 24-rnch — 30 —inch 165�si
25 c} Ratings ai•e for water pressure and ta�ust include a minimum safety
2b facioz• of 2 to 1 in all sizes
27 3) Retainer glands sY�a11 have s�eci�c designs %r Ductile Iron and PVC and it
28 should be easy to differentiate between the 2.
29 4) Glancf body, wedges and wedge actt�ati�g cnmponents shall be cast from
30 grade 65-45-12 ductile iron material in a.ccordance witla ASTM A536.
31 5) Mechanical joint restx•a�nt shall require conventional tools and installation
32 procedutes per A�WA C64Q, wl�ile �etaining fixll mechanica[ joint
33 de#lection during assembly as well as allowing joint deflection aftet
34 assembly.
35
36
37
38
39
40
41
42
43
�4�
45
�6
47
48
6) Proper acir�ation nf the gripping wedges sha11 be en�ured vvitk� torque
limiting twist aff nuts.
7} A rzairuinum of 6 wedges s1�aI1 be i�equired for 8 in.ch diamet�r PVC pipe.
b. Push-On, Restrai�ed Joints
1) Restraining PusIi-on joints by means of a specza.I gask�t
a) Only tlaose products that are listed in 01 60 00
b) The worleing pressure rating o� the t•estrai�ed gasket must exceed the
test pressure of the pipe line to be insta[led.
e} Appr�ved for use of restraining Ductile Iron Pipe in casing with a
carrier pipe of 4-inches to 12-inches
d) Otherwise only approved if specially Iisted on the drawings
2} Push-on Rest��ained Joint bell and spigat
a} Only those pz�oducts Iist in the standard products list wi11 be allowed far
the size listed in the standard p�oducts list per S�ciion 01 b0 00
CITY OF FORT �IORTH Trinity Boulevard Ph I
STANDARD CONSTRUCTION SPECIFICATION D.00iTME�iT5 City Fraject Na. 10210I
Revised Septembez' 20, 2Q17
331111-7
DUCTILE IROI�! FITTII�GS
Page 7 of 13
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b) Pressure rating sh.all �xceed the worlfing and test pressure o� �e pipe
lzs�e
c. Flanged Joints
1) AWWAIANSI CI 15/A21.1S, ASME B16.1, Class 125
2) Flange bolt circles and balt holes shall rnatch t�ose o�' ASME B 16.1, Class
125.
3) �ield fabricated flanges are prohibited.
6. Ga�kets
a. Provide Gaskets in accardanc.e with Sec�ion 33 11 Q5.
7. Isolatian Flanges
a. Flanges required by the drawings to be Isolation �'langes shall conforrn to
Section 33 04 10.
8. Bol�s and Nuts
a. Me�hanical Joints
1) I'rovide bolts and nUts in accordance with Section 33 11 O5.
b. Fianged Ends
1) Meet requirements of AVJWA C115.
a} Provide bolts and nuts in accordance wiY.h Section 33 11 O5.
9. Flange Coatings
a. Connections to Steel �`langes
1) Buried connections with Steel Flanges shall b� coated vc�ith a Pet�olat-�x�►
Tape �ystem in accordance with Sectio�a 33 11 O5.
I 0. Ductile Iron Fitting Exterior Coatings
a. AII Ductile Iron Fittings shall have an asphaIiic coating, nnini�num of 1 mil
thicic, on tlae e�terior, unless otherwis� specified in the Contract Documents.
11. PoIyethylene Encas�meni
a. All buried Ductile Iron Fittings shall be poiyethylene encased.
h. Only txzanufacturers listed in the City's Standard Firoducts List as shown in
Section O1 60 00 will be conside�•ed acceptable.
c. IJse only virgin polyethylene material.
d. Encas.ement for buried fittings shall be 8 zz�zl linear 1ow densiry (LLD)
polyethyiene confoiming to AWWA/ANSI Ci05/A21.5 ar 4 mil �igh densit�
cross-laminated {HDCL} polyethylene encasement confoz�ing to canforming
to AWWA/ANSI ClOS1A21.5 and ASTM A674.
e. Marking: At a minirnum of every 2 feet along its length, the mark the
polyethylene fil�n with the following infarmation:
l) Manufacturer's name or trademark
2} Year of manu�aciuret•
3} AWWA/AN�I C1051A21.5
4} Minimum film thicicness and [x�ateriai type
S) Applicable ra�nge ofnominal diameter sizes
6) Warning — Corrasion Protec�ion -- Repair Any Damage
£ �pecial Maxl�ings/Calors
1) Reclairned Water, perform one of the following:
a) Label polyethylene encasement with "RECLAIMED WATER",
b) 1'rovid� purple polyethylene in accordance with the Ame�ican �tiblic
Warks Association LJnifarm Color Code; or
C1TY OF FORT WORTH
5TANDAIZD CaNSTI2UCTIDN SPECTT�ICA`1'IONDOCLM�NTS
Re�ised Sepk�nber20, 2D[7
Triuity Houlevard Pl� 1
CityProjectNa. ]021D]
331111-5
17UCTILE IRON FITTINGS
Page 8 oF 13
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c) Attach purple reclazzned water marlcer tape to the palyethylene rn�rap.
2} Wastewater, perform one of t11e fallowing;
a) Label polyethylene encasement with "�VASTEWATER";
b) Provide green po�yethyIene in accozdanee vvil:i� the American Public
Works Association Uniform Calor Code; or
c} Attach green sanitary sewex marker tape to the palyetlayIene wrap.
g. Minim�ur�. widths
Polyethylene Tube and Sheet Sizes for P[rsh-On J'oint �'ittings
Nominal Fif�ings Diarneter
(inches)
3
4
6
8
IO
i�
14
l6
1$
20
24
30
36
- - �2 —
48
54
60
64
Min. Wid�h - Flat Tube
(inches)
14
14
16
20
24
27
30
34
37
41
54
b7
81
81
95
108
108
I21
Miu�. W�dth - Sheef
(inches)
28
28
32
40
48
54
60
68
74
82
108
134
Ib2
162
� 190
� 216
216
242
12. Ductile Iron �'ittings Interior Lining
a, Cement Martar Lining
lj Ductile Iron Fittings far potable water shall ha�e a cement mortar lining in
accardanee with A�AIANSI C1 Q4/A21.4 and b� acceptable according to
NSF 61,
b. Ceramic Epoxy or Epoxy Linings
1} Ductile Iron Fit�ings for use in wastewater applicatio�s shall be lined with
a Ceramic Epoxy or Epo�y lining as designated in the Standard Products
List as shown in Section O1 60 00.
2) Apply lining at a minzmuz�n a�40 mils DFT
3) Due tn the tolerances involved, tl�e gaslzet area and spigot end up to 6
inches bacic from tlae e�d oi the spigat end rnust be coated with 6 rnzls
nominal, 10 miIs maximum using a Joint Campound as supplied by tL�e
manufacturer.
a) Apply ihe jaint compound by brush �o ensure caverage.
CITY OF FOT2T WORTI�
STANI)ARD CONSTRUCTION SPECIF'ICATI4N �bCUM�NTB
Revised Septembez• 20, 2017
Tri�aity Baulevard Ph 1
City Project No. 1Q2101
3311I1-9
DIJCTILE IRpN FITTINGS
Page 9 of 13
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4)
5)
6)
7)
8)
b) Care should be tal�en that the joint compound is srn.00th withaut excess
buildup in ihe gasket seat or on the spigot ends.
c) Coat the gasket seat and spigot ends after the appIication of the lining.
Surface preparation �lzall be in accordance �rith t�e rnanufacturer's
recommer�dations..
Checlt thickness using a magnetic film thickness gaug� in accordance with
the method outIined in SSPC PA 2.
Test the inierior lining of aIl fittings fox pinholes with a non-destructi�re
2,500 volt test.
a) Repair any defects prior tio shipment.
Mark each fitting witls the date af application of the lining system along
with its numerieal sequence of application c�n that date and reeords
mainta_ined by the applicator of his wark.
Far aIl Ductile Iron Fitiings in wastewater service where the iitting has
been cut, coat the exposed surface wiih the touch-up material as
recommended by the manufacturer.
a} The iouch-up material and the lining shall be oi the same manufactu�ex.
18 2.3 ACCESSORIES [NOT ITSED]
I9 2.4 S�URCE QUALITY CONTROL [NOT USED]
20 PART 3 - EXECUTION
2! 31 LNSTALLERS [NOT rt1SED]
22 3.2 EXA1VIiNATION [NOT USED]
z3 3.3 PREPARATION [NOT C1SED]
24 3.4 INSTALLATION
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�.2
A. General
I. Install fittings, specials and appurtenances as specified herezn, as specified in
AWWA C600, AWWA M4I, and in accordance �vith the �ttings manufacturer's
recommendations.
2. Lay fr�ings to the lines and gades as indicated in the Dravvin�s.
3. Excavate and backF'ill trenches in accordance wi�h 33 OS 10.
4. E:mbed Ductile Iron Fittings in accordance �rith 33 OS 10.
B. roint Malcing
1. Meehanical Jaints with requi�-ed meehanical res�raint
a. AlI mechanical joi�.ts xequire mechanical restraint.
b. Bolt the x•etainer gland inta compression against the gasl�et, with �he bolts
tightened dovEm �venly then cross torqued in accordance with AWWA C600.
c. Overstressing of boIts to compensate for poar i�stallation practice will not be
permitted.
2. Push-on roints (restrained)
a. All push-on joznts shall be restrained push-on type.
b. Install Push-on joints as defined in AWWA.lANSI CI 111A21.11.
c. Wipe clean the gasket seat inside the be11 af all extraneous matter.
CITY OF FQAT WORTH
STANDARb CONSTRUCTION SFECIFICATION AQCUMFNTS
Revised Septeinber 20, 2017
Trinity Bou{eva��d Ph 1
City Project No. 1 D2101
33 11 11 - lD
DUCTCLB IROIV FITTINGS
Page 10 of 13
1 d. PIace the gasl�et in the bell in the position prescribed by the manufacturer.
2 c. Apply a thin film of nan-toxic vegetable soap Iubricant tn the insid� of tlie
3 gaslcet and the outside of the spigot prior to entering the spigat into the ball.
4 f. When using a field cut plain end piece of pipe, refinished the field cut anc! scar�
5 ta confoim ta AWWA M-41.
6 3, FIanged Joints
7 a. Lise erectian bolts and drift pins to make fla�ged cotx.nectians.
8 1) Dn not use undue force ot- restraint on the ends af the fzttings,
9 2) A�ply even and ti�niform pressu�re tn the gask�t,
1p b, The fitting must be free to move in any direction while bolt�ng.
t 1 1) Install flange b�lts v�ith all bolt heads faced in 1 dit-ection.
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4. Joint Deflection
a. De�lect ihe pip� only when necessary to avaid abstructzons ox• to �raeet tb.e lines
and grades and shown in the Dz•avcTin.gs.
b. The deflection of each joint must be in accordance with AWWA Cb00 Table 3.
c. The ma�cirnuxn defleetion allowed is 50 percent of that indicated in AW WA
C60fl.
d. The rz�anufacturer's recommendation may be used with the app�•oval of the
Engineer.
C. Polyeihylene Encasement lnstallation
1. Prepa�'ation
a. Remove all l�rrtps of clay, mud, cinders, etc., on fittings surface prior to
insiallation of polyethyLene encasement.
1) Prev�nt soil or eznbeclment material from becdming trapped between
fttings and pDIyethylene.
b. Fit polyefiaylene film to contour of fittings io affect a snug, but not tight encase
with minimum space bet�veen polyethylcne and fittings.
1) T'rovid� sufficieni slack in cantouring to prevent stretching polyetkrylene
where it bridges irregular sux�aces such as bell-spigot intei�faces, bolted
joints or fittings, and to prevent damage to polyethylene due to backfiilling
operations.
2) Secure overlaps and ends witt� adhesi�re tape and hald.
c. For installatians below water table andlor in areas subject to t�dal actions, seal
both ends af polyethylene tube with adhesive fape at join# overlap.
2, Tubular Type {Method A)
a. Cut polyethylene tube to length appraximately 2 feet longer than �ttings
section.
b. Slip tube around fittings, eentering it to provide 1 foot overlap on sacIa adjacent
pipe section and bunching it accordzon-fashion Iengthwise until it clears fittings
ends,
c. Lower �ittings into trenc�a with preceding sectian of pipe.
d. Mal�e shallow laeIl hole at joints to facilitate installation of palyethyl�ne tube.
e. After assembling fittings tx�.ake overlap of polyethylene iube, pull bunched
poIyethylene from preceding length of pipe, slip it ot�er end oi the iitting and
wrap un�il it overlaps joint at end afpreceding length of pipe.
£ Secure o�erlap in place.
CTT'Y OF FbRT WQRTH Trinity Boulevai°d Ph 1
STANDA1tD COt�fS"C'EtUCT[DAI 5P�CIFICATIqN I7pCSJ1VlENTS Gtity Praject No. 102101
Revised September 20, 2017
33 11 11-11
DUCTILE IROI� F'ITTINGS
Page 1 ] of l3
] �. Talee up slack width at top of fitting to make a snug, but not tight, fit along
2 harrel of fitting, securing fold at quarter points.
3 h. Repair cuts, tea3t�s, puncture� or other damage ta polyethylene.
4 i. Proceed with insta.11ation of next �itting in sa�ne manner.
5 3. Tubulaa- Type {Method B)
6 a. Cut polyethylene tube to Iength approximately I foot shorter than fitting
7 sectio�n.
8 b. S1ip tube around fitting, cantering it to provide 6 inches of bai•e t`itting at each
9 end.
10 c. Talce up slack width at top of fiiting to make a snug, but not tight, fit along
11. barrel of fitting, securing fnld at quaz•ter points; secm•e ends.
12 d. Before maleing up joint, slip 3-foot lengih of polyethylene tube over end of
I3 pxoceeding pipe section, liunching it accordion-fashion lengthwise.
14 e. After completing jaint, pull 3-foat length ofpolyethylene over joint,
I S overlapping polyethylene previously instalIed on each adj acent section of pipe
� 6 by at least 1%at; make each end snug and secure.
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4. Sheet Type
a. Cut polyethylene slaeet to a length approximately 2 feet longer ihan piece
sectzr�n.
b. Center length to provid� 1-foat overlap on each �itting, bunching i� unt�1 ii
clears the �t�ing ends.
c. Wrap polyethylene around fiiting so that it c'vrcunnf�rentially averlaps iop
quadrant of iitting.
d. �ecure cut edge of polyethySene sheet at intervaIs of approximately 3 feet.
e. Lower wrapped �tting snto trench with preceding sec�ion af pipe.
£ 1Vlake shalIow bell hole at jQints ta facilitate installation of po].yethylene.
g. After complet�ng jaint, make overlap and secu�-e ends.
h. Repair euts, tears, puncttu�s or other damage to palyethyIene.
i. Proceed wiih installation of fittings in same ma�ner.
30 5_ Pipe-�haped Appu�rtenances
31 a. Co�er bends, reducers, offs�ts, and other pipe-shaped appurtenances with
32 palyethylene in same manner as pxpe and �ittings.
33
34
35
36
37
38
39
40
fi. Odd-Shaped Appurtenazzces
a. When it is not practieal to wrap valves, taes, crosses and other odd-shaped
pieces in tube, wrap with flat sheet or split Iength polyethylene tuh:e by passing
sheet under appurrtenances and bringing it up aro�nd body.
b. Make searzas by bringing edges together, foldiz�g over twice and taping down.
c. Tape polyethylene securely in p.lace at the valve stem arid at any other
penetrations.
7. Repairs
41 a. Repair any �uts, tears, pu�nctures or damage to polyethylene with adheszve tape
42 ar with short length of polyethylene sheet or cut apen tube, wrapped around
43 fitiing ta cover damaged araa, and secure in place.
4� $, Openings in Encasement
45 a. Provide openi ngs for branches, service taps, blow-offs, azr vaives and similar
46 ap.purtenances by making an X-shaped cut in polyethylene ar�d temporarily
47 falding back film.
C1T'i' OF k'ORT WORTH Trinity Baulevard Ph 1
STANDARb CQN$TRUCTION SPECTFICATION DOCLIMEN'T'S City Praject Na. 102f O1
Revised Sep#emher 20, 2017
33ll 11-12
DUCTILE II207V �TT"I'IN(35
Page 12 af I 3
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b. After appurtenance is installed, tape slack securely to appu.rtenance and repair
cui, as we11 as athei- daznagetE area in polyethylene with tape.
c. Service taps may a[so be made directly thz�ough polyethylene, with any
resulting damaged areas being repa.ire.d as described abo�e.
9. .Tunctions betvWeen Wrapped az�d Unwrapped Fittings
a. Where polyethylene-wrapped fitting jains an adjacent pipe that is not wrapped,
extend polyetl�yIene wz-ap �o cavcr adjacent pipe for distance of at lea� 3�'eet.
b. S�cure end with circumferential tt.u-ns of tape.
c. Wrap service lizaes of dissimilar metals with polyethylene or suitable dielectric
tape for rninimum clear distance of 3 feet arvay frorn cast or Ductile Ir�n
Fii�ings.
12 D. Blocicing
13 1. Install eoncrete blocking in accozdance with Section 03 30 QO for all bends, tees,
1�1 crosses and plugs in the pipe lines as indicated in the Dra�,�rings.
15 2. P1ace the concrete blocking so as to rest against fu-m undistuz•bed trench walls,
1 b normal to the thrust.
17 3. Th� suppoi#rng a.rea for each block s�al� be at least as great as that indicated on the
18 Drawings and shall be suf�icient to withstancf the thrust, including vvater hammar,
19 which may develop.
20 4, Each block shall rest on a�irm, undisturbed foundation or �rench bottom.
2I 5. If the Contractor encounters soil that appears to be different than that �rhich was
22 used to calc�late the b�ocking accaz diz�g to the Drawings, the Conirac#or shalI
23 notify the Engineer prior to the installation of the bloclring.
24 3.5 REPAIR/RESTORA'I'ION
25
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A. Fatching
1. Excessive field-patching is not pertrzit�ed af lining or coating.
2. Patching of lining or coating wilI be allowed vvhere area to be repaired does not
exceed 100 square inches and has no dirnensions greater than �2 inches.
3. In general, there shall not be rnore than. 1 patch on either ihe lining or the coating of
a�y �tting.
4. UVherevar nec�.ssary to patcn the fitting:
a. Make patch wit� cement mortar as pre�iously speci�ed for interiaz' joints,
b. Do not install patched fitting until the patch has besn prope�•1� and adaquately
ctiued and approved for laying by the City.
c. Prornptly remove rejec.ted fittings fram the site.
36 3.6 RC-INSTALL�I,TION [NOT US�D]
37 3.7 FLELD [az�] SITE QUALITY CONTROL
38
39
�0
41
A. Potable Water Mains
I, Cieaning, disinfectian, hydrastatie testi ng a�ad hact�riological testing of water mains
a. Clean, flush, pig, disinfect, hydrostatic test and bacteriolo.gical test the water
main as specified in Seetion 33 04 40.
CTTY OF FORT WQRT�-I Trinity Boulevard Ph 1
STANDARD C�NSTRUCTION $1'ECIFICATi4N DdCLJIvi�NTS City ProjectNo. 102101
Revised 3eptember 20, 20l 7
33 11 11 -13
DUCTII..E IRp�T FITTINGS
Page 13 of !3
1 3.8 SYSTEM STARTU� [NOT iTSED]
2 39 ADJUSTYNG �NOT USED]
3 3.10 CLEAlVING [NOT U�EDJ
4 3.11 CLOSEOUT ACTI'VITIES [N�T USED]
5 3,i2 PROTECTTDN [NOT USED]
6 3.1� MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT U�ED]
8
�
END OF SECTTON
Revisaon Lag
DATE NAME SUMMARY OF CHANGE
1.2.A..1.c — Restraints included in price }�id
1.2.A.2.c — Resh�aints included in price hid
13 — Added definitions of gland types for clarity
12/2Q12U12 D. 7o�rison x•2•S•5 —Removed unresh•ained push-on and mechanical joints
2.2.B,6, 7, S, and 9— Added reference to Section 33 OS 10 and 33 04 10; remaved
material specifications for holts, nuts and gaskets.
3.4 —Reqnirement for alf inechanical xnd push-on jnints to be restrained
3.4.D — Correeted reference
9/20/2Q 17 W. Norwood 2.2.B.5.a.7 — Added requiremenk for 6 wedges on M7 Resfraint for 8 inch PVC pipa
10
C1TY OF FORT WQRTH
STANDARD CONSTR[ICTIQN SPECIFICA'I'lON DOCiIh�ENTS
Revised Septem6er 20, 2017
Triniry Boulevard Ph 1
Ciiy Project No. t fi2101
347113-1
'I'R,AFFIC CO3�'T}tOL
Page 1 of6
I
2
SECTION 34 '�I 13
TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
�
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A. Section Includes:
1. Tnstallation af Traffic Control Devices �d preparatzon of Traffic Control Plans
B. Deviations �i-ain this City of Fort Woi�E� ,Standard Speci�cation
l. 1..2.A.4 Detaur Rnute
2. 1.2.A.� Tem a�•ar As hali Pavemeni Installation & RemovaI
C. Related Speci#"icat�on �ectzons include, but at-e not necessariIy limited to:
1. Division 0— Bidding Requuements, Contz•act �orms and Condi�ians of the C�nieact
2. Divisian 1— General Requirements
IA 1.2 PRICE AND PAYIVIENT 1'ROCEDURES
I5
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A. Measurement and Pay�x�.ent
1. InstaIlation of Traffic Cont�ol Devices
a. Measur�m�n�
1) Measurement for Tzaffic Control Devices shall be per inonih for the Project
duration,
a} A mon�z is de� ned as 30 cal�ndar days.
b. Payment
1) The wozlc perf'oxmed and materials fiu�nis�ed in accordance with this Item
and measured as pro�ided under "Measuz�e.ment" shall b� paid for at the
uxait price bid for "Traffic Con�-ol".
c. The price hid shall inclu�e:
1) Traffic Conirol implementation
2) Installation
3) Maintenance
4) Adjustrrzentis
5) Repl�cements
6) Removal
7) Polzce assistance during peal� hours
2. Portable Message Signs
a. Measurement
1) I1�Ieasurement for this Item sha11 be per week fox• the duraiion of use.
b, Paym�nt
1) The work performed and materials furnished in accoxdanee to this Itern and
z�aeasured as prowided under "Measurement" sha11 ba paid for at th� unzt
price bid psr weelc for "Partable Message Sig�a" rental.
c. The price bid shall include:
I) Delivery of Partable Message Sxgn tn Site
CTTX QF FORT WOItTI-I
STAIVT7ARI] CONSTRUCTIqN SPECIFICATION DOCUMENTS
Revised Apri127, 2021
TRINITY BOULEVARD PH l
CITY PRQ7EGT Na. 10210I
34 71 l3 - 2
TRAFF'CC CONTItOL
Page2of6
1 2} Message updating
2 3} Sign movement t.�rnughnut cansiruction
3 4) Return. of the Portabie Message Sign posi-construction
� 3. Yreparatio:� of Tzaffic Cant�al Plan Details
5 a. Measurement
6 1) Measurement for this Itezx� be per each Traffic Control Detaii prepaa•ed.
7 h. Payment
8 1) The work pei�ormcd and materials fu�rn.ished in accoxdance with this Item
9 shall be paid fox at the unit price bid per each "Traffic Control Detail"
10 pz epared,
l 1 �. The pi7ce bid shall include:
i2 I} Preparing t�e Traffic Cont�ol Plan Details for closures of 24 hours or
13 longer
14 2) Adherence to City and Te�as Mar�ual on Ur�iform Traffic Control Devices
1 � {TMUTCD)
lb 3) Obtaining the signature and seal of a lzcensed Texas Professiflnal Engineer
17 4) Incorporation of Ciiy comzn.ents
IS
1�
20
21
2.2
23
za
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42.
43
44
45
46
47
48
4. Temnarary Asphalt Pa�ement Installation & Removal
a. Measurement
1) Measurement for ihis Item will be iu SY af tem or�r as halt
instaUed.
b. Pavment
1} The work perforined and materials furnished in accordance with this
Item shall he paid for at the unit price bid 1per SY of temporary a�phalt
installed. The Contractor wi�ll uot be aid se aratel for Ehe removal of
the asnha[t. That is cansidered subsidiary to the installation.
c. Tl�e price bid shall include:
1} Preparin� �ival suriaces
2) Furnishin�, loading, unloadin�, storin�, hauling and h.a�ndling all
mat�rials includin� frei�ht and royalty
3) Traffic cantrol for all testin if needed
4) Asp�a[t, a��re�ate, and additive
S) Materials and work needed %r correchve aciion
G) Trial batches if needed
7) Tack coat (if needed)
8) Remova[ andlor s�c�veepin� excess material
9) Remova� o�'insfalled temporary asp�►alt uavement
5. Concrete Traf�c Barrier
a. Measurement
I} Measurex�ez�t for this Item will he in LF of concrete tra�'fc baxxier
installed.
b. Paymeni
1) The work perfarmed and materials furnished i� accordance with this.
Item shall be aid for at the unit r�ce bid er LF of cancreie traffic
barrier installed. The Contractor will _not be paid senaratelv for the
remo�al of the concrete L�raffic barriers. Ti�at is considered subsiciiar
tp the installation.
c. T�e rice bid sha11 includ�:
CITI' OF FqRT WdKTH
STANDAI7D CONSTRUCTION SPECIFICATION DQCI.]M�NTS
Revised April 27, 2021
TRIlVITY SQ[1I.EVARI7 PH 1
CITY PR07ECT No. 1021 O l
3A 71 l3 - 3
TRAFF'IC CqNTROL
Pa�;e 3 of G
1
2
3
4
5
I) Fu.rnishin�.�Ioadi��, urtloadine, storin�, haulin� and handIin� dll
materials includin� irei�ht and royalty
�) Maintauuu� Qasitico� and functianalitv of concre.te traf�ic barrier.,
3) Reinoval of installed cancxete traf�c barrier.
6 1.3 REFERENCES
7 A. Referenee Standa�•ds
S 1.
9
IQ
11 2.
12 3.
13
14
A. Gen.eral
15 1.4 AD�INISTRATIVE REQUIREMENTS
16
17
18
19
20
I. Contact Tra.ff'ic Servic�s Division (817-392-7738) a minimum of 48 hours prior to
implemen�ing Traffic Gontzol wit}�in 500 fe�:t of a Ya•affc signal.
21 C. Sequencin.g
22 1. Any deviations ta tlae Tz•af�'ic Contrnl 1'lan included in the Drawings inust b� fu�st
23 approved by the City an� design �ngineer before izzaplemeatation.
24 1..5 SiTBNIITTALS
25 A. Provide the City wit�i a ctu-rent list of qualified flaggers �aefore begi�g flagging
2� activities. L7se anly flaggers on the qualified list.
27 B. Obtain a Street Use Permxt frozzz the TPW Department's Transportation Division. The
28 Tra��c Co:��rol Pla.n (TC�') for 1he Project shall be as detailed on the Traffic Con�rol
29 Plan Detail slaeets af tlae Drawing set. A copy of tl�is Traft"ic Control Plau s1aall be
30 submitted with the Street Use Permit.
31 C. Traffic Control Plans shall be signed and sealed f�y a licensed Texas Pxofessional
32 Eilgineer.
33
34
35
3b
37
38
39
A0
A� 1
42
Reference standa.rds cited i.n tlazs Specifcation re%r to t.he cuirent i�eference
standazd published at the tune of the latest revision date logged at the end of this
Specification, �nless a date i� specifically ciied.
Texas Manual on Unifor�rn TrafFc Cont�o.l De�vices (TMUTCD).
�te�x�. 502, Bas�-icadcs, Signs, and Trafiic Handling af the Texas Depart��nent of
Transportation, Standaz�d Speci£'zcatinns for Construction and Maintenance of
Highways, St�eets, and Bridges.
1, Contractox shall minimize lane clos�.u�es and impact ta ve}�icularr/pedestrian traf%c.
B. Coordination
D. Contractor shall prepare Traffic Con.h•ol Plans i�required by the Drawings or
,Spec��cat�ons. The Contractor wilI be respansible for having a licensed Texas
Professional Enginee:r sign and seal ihe Traffic Control Flan sheets.A trafFc cantrol
"Typical" published by City of Fart Worth, the 'I'exas Manual Unified Traffic Control
Devices {TMUTCD) or Te�as Depa�nent of Transportation {TxDQT) can be used as
an aiternative to preparing projec�/site specific traffic control plan if the typical is
applicable to tlae specific project/site.
E. Lane clasures 24 hours ox lon�er shall require a site-specific traffic control plan.
P. Contractor responsible far ha�ing a licensed Texas Prafessianal Engineer sign and seal
changes to the Traffic Control P1an{s) de�elaped by t�.e Design Engineer.
CITY OF PDRT WORTH TRINITY BdULEVARD PH 1
STANDARD CONSTRUCTIQN SPECIFICATION C70CUMENTS CITY PROJEGT No. 102101
l�evised Apri127, 2021
34 71 l3 -4
TRAFFIC CONTRbL
Page 4 af 6
1 1.6 ACT�ON SLTSMITTALSIINFORMATZONAL �UBMiTTALS [N�T USED]
2 1.'� CLOSEOUT SUSMITTALS [N�T USED]
3 I.8 MAINTENANCE MAT�RIAL S'[TBNIITTALS [NOT USED]
4 1.9 QUALYTY ASSUR.ANCE �NOT U�EI)]
5 1.1.0 DELIVERY, STORAGE, AND HANDLING �NOT US�D]
6 1.11 T�ELD [SITE] CONDITIONS [NOT USEDI
7 11� WARRANTY [NOT USED]
8 PART � - PRODUCTS
9 2.1 OWNER-FiJRN�SHED [nx] OVVNER-SUPPLIED PRODUCTS [NOT U�ED]
10 z.2 A�SEMBLIES AND MA.TERIALS
11
12
13
14
15
16
17
18
19
20
2l
22
A. Descripii�n
1. Regulatory Requirements
a. Provide Txaffic Control Devices tlaat canform to details shown. on the
Drawings, the TMT_JTCD, and Tx�OT's Compliaut Work Zone Trafftc Cantrol
Device Lzst {CWZTCDL).
2. Materials
a. Traffic Control Devices must meet a1I reflectivity x•equirements included in the
TMUTCD and TxDOT Specificaiions — Ite� S02 at all times during
construetian.
�. Electronic message boards shall be providzd i� accardance wiih the TMUTCD.
�.3 ACCESSORIES [NOT USED]
�.� SOURCE QUALITY CONTROL [NOT USED]
23 PART 3 - EXECLTTiON
24
25
3.1 EXAMCNATIDN [NQT USED]
3.2 PREPARATION
2b A. Protection of Lrn-Place Co�ditions
27 1. Protect �xisting traff"ic signal equipmer�t.
28 3.3 INSTALLATION
29 A. Fol.low the Traf�ic Cantrol Plan (TCP) and instaIl TrafFic Control De�ices as showia on
3o the Drawings and as directed.
3l B. Instal! Traffic Contral Devices straig�t and plumb.
32 C. Da not mal�e chan�es to t1�e Io.cation of any device ar implement azay otl�er changes to
33 the Traffic Control Plan vvithout the approval of tha Engizaeer.
CITY OF FORT WORTH 'i`RINITY BOi7L.EVARD PH 1
STANDARU CONSTRUCTTOId SPECfFiCATI07V DOCi]MLNTS CITY PRO.TECT No. LD2101
Revised April 27, 2021
347113-5
"1"RAf��'TC CONTRpL
Page 5 of G
I 1. Minor adjustments to meet field constructabiliiy and VisiUility are allowed.
2 D. Maintain Tz�afitc Cont�ol Devices by taking coz-recti�ve action as soon as possible.
3 1. Corrective actzon incittdes but is not Iimited to cleanit�g, replacing, straightening,
4 cov�ring, ar removing Devices.
5 2. Maintaan the Dcvices such ihat they az•e p�•operly positioned, spaced, and legible,
6 and that retrox'eflective characteristics meet requirements during darkness and rain.
7 E. If tYre Inspector discovers that tlae Can�ractor has failed to comply wzth applicable f�d�ral
8 and state Iar�vs. {by failing to fiunish the necessaaty �lagmen, watning devices, bat7icades,
9 light�, signs, o� othex precautionary meas�ues foi the protectio�. ofpeisons or prope�-f.y), the
l0 Tnspectar may order such additional pz•ecautionary measures be talcen to pxotect persons
� 1 a.nd prop erty.
I2 F. Subject to the approval of the Inspecl:or, po�fi.�ons of this P�•oject, which are not afFected by
13 ot in conflict with tl�e proposed z�aetlaod of handling trafiic or utility adjustments, can be
14 constructed dtu'ing any phase.
15
16
17
18
19
2�
G. Bairicades and signs s�all be placed in such a mannex as to not interf�re with the slght
distanee of drivers entering tlae h.ighway fi-om driveways or side st��reefs.
H. To iacilitate shifting, barricades and signs used in lane clos�u•es a� traffic staging nrzay
be erected a�nd mounted fln portahle supports.
1. The support design is subject to the appro�al of the Engineer.
I, Lane clostu•es shall b.e in accozdance with the app�•oved Traffc Contcol Plac�s.
21 7. If at any time the e�sting �taffic signals b�come ino�erable as a result o� construction
22 operatzons, the Cant��ctor shall pravide pot�table stop si�ns wi�h 2 orange flags, as
23 approved by the Enginee:r, ta be used for Trafiic Canirol.
24 K. Cantractor shall make arratagea�nents for police assistance to direct tra.ff c if traffic signal
25 tut�-ons, sb-eet iight pole installation, or other canstructiox� will be dane during peak traf�ic
26 times (AM: 7 am — 9 at�a, PM: 4 pm - 6 pm).
27 L. Flaggers
28 1. Pro�ide a Contractor representatzve who has bcen certified as a flagging instructor
29 through courses offered by the Texas Engineering Extension Seivice, the Ameriean
3p Traf�ic Safety Services Associatiox�, theNa�ional Safety Council, or other appro�ed
31 arga�aizations.
32 a. Provide the certificate indzeat�ng col�rse campletion when requested.
33 b. This r�presentative is responsible fox txai:ning and assuring that aIl £laggers az•e
34 qualified ta pez�'oz•m. flagging duiies.
35 2, A qualified flagge� must be independently certified by 1 of the organzzations listed
36 above or trained by the Contractor's certi�ed flagging instructor.
37 3. Flaggers must be canrteous and able to effectively cominunicate �vith �ie public.
38 4. When directing traff�c, �aggers must use staudard attire, flags, sign,s, and signals
39 and foIlow the flagging procedures set fort� in tl�e TMLJTCD.
40 5, Pt•ovide and maintain flaggers at such points and for such perzods of time as may be
4I required to prov.ide for the safety and conve�ience of public travel and Cont�actor's
42 personnel, a:nd as shown on the Drawings or as directed by iha Engineer.
43 a. These flaggers shall be lo.cated at each end of the lane closure.
CITY OF I'ORT WORTH 'i'12INITY BbULEVARD PH l
STANDARD CdNST12UCTTQN SPECIFICATIa�i DOCiIMENTS CITY PR�JECT No. ] 02101
Rcvised Apri127, 202I
34 7l l3 - 6
'I'R.AF'FIC CONTROL
Page & oF G
1 M. ReflnOVal
2 1. Upan completion o� Wark, remove from the Site alI balY7cades, signs, cones, lights
3 and oiher Traffic Coz�trol Devices used for work-zone �raffc handling as soon as
4 practieal in a timely manner, unless othei�vis� shown on the Drawings.
5 3.4 REPAIR 1 RESTORATION 1NOT U5ED]
6 3.S RE-INSTALLATiON [NOT USED]
7 3.6 �'�ELD [nx] SITE QUALITY CONTR�L [NOT USED]
S 3.7 SYSTEM STARTUP [NOT USED]
9 3.8 ADJUSTING [NOT USED]
1p 3.9 CLEANING [NOT U�ED]
11 3.x0 CLOSEOUT AC'I`IVITIES [NOT �TSED]
I2 3.11 PROTECTION [NOT USED�
13 3.12 MA.INTENANCE [NOT C]�SED]
14 3.13 ATTACHMENTS INOT USED]
15
16
17
END OF SECTION
Revisian Log
DA'I'� NAME �iJMNIARY OF CIIANGE
11/22/13 S. Arnold Added police assistance, requirement for when a siCe specific TCP is required
1.4 A. Added Ianguage ta emphasize minin�izing of Lane closi�res and impact to
traffie,
3/22/2021 M Owen �,S �Xarified submittal requuements
33 M. Clarified removal requirements
18
GITY pF FORT WORTH
STANDARD CONSTRUCTION SPECII'ICATION DOCtiML�NTS
Revised Apri127, 2421
TRINITY BOIJI..�VARD PH 1
CiTY PRp7ECT l�o. l02 ]A 1
SP�CIA� S��C���C�1����5
TRINITY 80ULEVARD PH1
CITY PRQJECT No. 102101
02825 - 1
CONCRET� SCREENING WALL
Page 1 of 4
SECTION 02.825
CONCRETE SCREENING WALL
PART 1— GENERAL
1.1. SUMMARY
A. Seciion includes:
1. Cast-in-place screening walls and installation instruc�ions as required foz compleie, high-
qualiiy and long lasting walls.
B. Related Sectians: The follorrving Sectians cantain requu•ements tb.at relate to this Section:
1. CaFW Section 03 3fl QO "Cast-i�-Plac� Concrete" for concrete fnr post foot�n.gs belaw
grade.
1.2
1.3
1.q.
RELATED DOCUIVIENTS
A. Drav�ri�gs and general provisions of the Project, in.cluding General and Supplementary
Condition Specifieation Seciians, apply to this Section.
REFERENCE�:
A. 1'CI's MNL-120 "�CI Design Handbook --1'recast and P�e,stressed Concrete"
B. ACi 318 (ACT 318Iv� "Building Code Rec�uirements for Reinforced Concrete"
C. ACI 305R -- "Hoi-Weath�r Placement"
D. ACI 306R — "Cold-Weatlier Placement"
E. CRSI's "11�Ianual of Standard Practice" fo.r fabricating, placing aud supportang rei_t�arcement.
F. ASTM A82 — "Reinforcing Wire"
G. ASTM A615 — "Reinforcing Bars"
H. A�TM C33 — "Coarse Aggregate"
I. ASTM C33 — "Fine Aggregate"
J. �1STM CISO — "Portland Cement''
K. ASTM C260 — "Air-Ent�air�ing Admixture"
L. ASTM C494 -- "High-Range, Water-Reducing �1d�i�ue"
M. ASTM C 11 Q7 —"Non-Shrink Grout"
SUBMITTALS
A. General: Submit the following according to the Conditions of the Project and Specification
Sections.
1. Color Chart: Show full range of available color� to be approved by tIae Owner.
2. Shap Drawin.gs: �rovide working drawings indicating alI infoi�nation necessaiy for
screening. wall elements. Drawings shall illustrate the shape at7d dimensian of
components; tke size, quantity and details of the reinforcing steel; the quantity, type, size
and details of connection and lifting hardvvare (if needed); the size and location of drain
apenings; and any additio:�al details necessary. Drawings sha11 bear ihe seal of a
registered professional engineer.
CITY O� FORT WORTH TRINITY BOULEVARD PH1
SPECIAL SPECIFICATTONS CITY PROdECT No. I62101
Revised April 15, 2021
o2s2s - 2
coNCR�.�r� scx��r�rNG waLL
Page 2 of 4
1.5.
1.6.
3. Design Calculations: When required, furnish desigz� calculations which include a
st�mmary of all design pat•anr�eters used, including material types, strength values,
allov�+able s�-esses, assumed loads and load connbinations. Calculations shall be s�bmitted
covering the rang� of laeights and laading conditions on the praject. CalcuJ.ations shall
bear the seal of a registered professzanal engineer.
QUALITY ASSURANCE
A. Inst�Iler Qualifications: Bngage an experienced Installer who has experience with cast-in-
place c.oncr�te screening wall projects with same xnaterial and of siinilar scope to that
indicated for ttus P��ojact with a succ�ssful eonstiuction record af in-sezvi.ce peffoY7nance.
Installer must submit the name,lacation, az�d phone number af three references as well as
descriptions of the prajects succ�sfuIly completed fa� each z�efez�ence.
S. Singl.e-Soluee Responsibility:
]. Obtain concrete materials manufactw•ed in tl�e Uniied States from a single source.
PROJEC'I' CONDITION�
A. �'ieId Measurements; Verify Iayout information t'or walls and piers shown on the Dz•awings in
z•elation to t�e prope�-ry svrvey and e�sting struetu�•es. Vexify dimensians by field
measurements.
B. Ail existing �e�ce or fence �irie obstructions to be remov�d by owner priot- to commer�cement
of work.
PART 2 — PR4llUCTS
2.I MATERIALS
A. Cast-in-place walI a.nd piers
1. 6' high walls
2. Wall and posts to have sarne texture on bath sides.
3. Includes textu�.�ed past caps (line, end and corner}.
4. WaII, posts and caps shall be nortalal �,veight c�ncrete having sand and gravel or etushed
stane aggregates m�ed with ASTM-C150, Type I or Type III Pnxt�and Cement and shall
have minimum compression. strength of 5,000 psi @ 28 days.
S. WaII pasts set ten feet apart.
6. Post footings: 10' on-ce:nter (maximum).
7, Laading: Wind loading and surcharge loads, will be appli�d to the walls, col-umns, and
foundation coz�rzponents per locaI building code requirements.
B. Wa11 Dznaensions
1. Posts shall have a typical cross sectional dimenszon of 6" as measured from face-to-face.
2. Method of post attachme�t to concrete footing/�ier shall be by embedznent in. pou�red
cancrete. Depth o� co�cxete pier, a.txd embedmer�t af post shaIl be as shawn on Shop
Drawing.
3. '4�1'ails shall have typical dizne�sions of 120" long by 72" high by 6" wide at its ma�imum
dizneriszon from center of pier to center af pzer.
CITY OF FQRT WOR"1'H TRINITI' BOUT,EVARD PHl
��'E.CIAL SPECIFICATIONS CITY PROT�CT Nn. 1021 � 1
Revised Apri[ I5, 2p21
02825 - 3
CONCRET� SCREENING WALL
Page 3 of 4
C. Piers (Posi Faotings) D�si�n
1. 10' on-center (m.axinaum)
2. Diameter: 18" {typical}; 24" diameter at 50' spacing on center
3. Depth: Per praj�ct pla.ns
�. Rein%rcement: 4#4 rebar (typical)
5. Concrete shaJ1 be norrnal w�ight conczete having sand and gravej ar crusi�ed stone
aggregates rnixed vvith ASTM-C150, Type I or Type II.I Portla.nd Cement and shall have
a m;nrmum eoznpressian st�ength of 3,OQ0 psi cr 28 days.
D. Naise Reductzon
1. Cast-in-place concrete screening wall shall perfoi�n as a refl�c�i�e souzzd barrier
2. No certificatian of noise shall be required.
2.2
2.3
GENEItAL
A. 'T�is Project has been designed in accordanc� with the IBC 2006 Edition.
B. Pier Size —based an the following minimum sail properiies and Local Codes
1. Basic Wind Speed ...................................90 m.ps 3 see gust
2. Horizontal Load ......................................12.8 psf
3. Expasure .................................................B
4. Height and Expnsure Coef ......................1.0
5. Classificatian ..........................................0.$7
6. Wind Load —12.$(1.0)(0.87)=11_14 psf
CONCRETE
A. Concrete Materital
]. Concrete shall he nortnal weight concrete having sand arid gravel or c�ushed stone
aggregates, zaa�ed with ASTM-C15fl, Type I or Type III Portland Cemeni io rneet the
minimutx�. compressi�e streng�hs as follows.
a. WaII &1'osts: S,aaO psi @ 28 days
b. Footings & Piers: 3,000 psi @ 2$ days
2. Water used for concrete shall be clean water and free fram injurious amnunts of oils,
alkalis, Organic or other deleterious substancas.
3. All co�acrete permanently exposed to the weather s�all contaia an air entraining
admixture resulting in 3 ta 6°/a eatrained air or as recoz�mended by the man�facturer.
B, Reinforcing Materials:
1. AlI reinforeing steel shall be defarmed type bars and conform to ASTM — A615, Grade
60, placed as shown an the dra�rings.
2. AIl iies and stirru.ps shall conforre�n to t3ze requireinents of ASTM —A 6I 5, Grade 4[}.
C. CoIor: As selected by the �wner. See proj ect plans.
PART 3 — EXECUTTON
CIT�.' OF FORT WORTH TRINITY BOULEVARD PH1
SPECIAL SPECIIaICATIONS CITY PROJECT No. 102101
Revised April 1 S, 2021
02825 - 4
CONCRETE SCREENING �IALL
Page 4 of 4
3.1 INSTALLATION
A. Gen�ral:
1. Reinforcing Warkrnanship:
a.
la.
3.2
Reinforcement steel s�all be fabricatecE in acca�dance with the CRSI Standaa-d
Details. Reinforcing bars shali be cold-be�t only. Use of heat to bend r�inforcement
steel shall be cause fax reject:ion.
Reinforcement ste�l, bars and �vire fabric s�all be �aoroughly cleaned before placing
and again before the concx•ete is placed, s�aIl be accut:ately positianed and secuz•ed in
place. �'rovide standard bar charts for aii beam steel off the ground.
InstalJ all x•ein�o�eexnent with the follawing clearances between z•einforcing steel and
face of conerete.
1} Footing, pie� or beam baftom: 3"
2) Earth�formed pie�• of beam sides: 2"
3) Form�d footing, pier or beatn sides exposed: 1"
d. Splices wii;hin cant�inuous anschedu�ed :eeinfn�cing s�eel shall have a minim�.vn lap o�
30 bar diameters.
2. Concrete Worlananship
a. Fresh pouz-ed conerete shall be tamped into place by sfeel t•annnr�er, slicing tools or
mechanical vibrator until conccete is thoroughly campact and wifhout void.
b, Make excavaii�ns for �ooting to undistu�bed soil af to the depth noted an the
drawings. Leave the battor�-beazing suriace clean and smoath. Tf footing
excavations are made deeper than ir�tended, only conerete shall be used for fill.
Remove all laose �aterial fr�m pier f�ench prior to cancrete paur,
B. Align and level walls and posts to be pluinb.
DAMAGED LTNITS
A. Replace wa1l and o�ier components af worlc that ha�e been daz�.aged prior io completion of
the Praject's wall constt�ction.
B. Cleaning: Prior to Substaz�tzal Co�tx�pJ.etinn clean surfaces of fence.
END OF SECTTON
CITY QF FORT WORTH TRlNITY BOULEVARD PHi
SPEGIAL SP�CIFICATIONS CTTY PRO.TECT No. 102101
Revised Apra] 15, 2021
033513-1
INTEC�RAL CbNCR�TE COLDIt
Page i of 5
1
2
3
4
5
6
7
8
9
io
11
1z
1�
14
15
16
�.7
18
19
20
21
22
23
24
25
26
27
SECTION 03 3513
INTEGRAL CONCRETE COLOR
PART1- GENERAL
1.1 SUMMA.RY
A. T�is section describes cola�ng concrete used to constrtzct vvark under otIaer contract bid
items as well as any special m.ate�ials and special constr-uction techtliques associated
with using cnlored cancrete.
B. Related Specification Seetions i�clude but are not necessarily limited to
1. Division 0- Bidding Requuements, Contract Farms, and Conditions of the
Contract.
2, Division 1- General Requirements.
1.2 PRTCE AND PAYMENT PROCEDi1R�S
A. Measurement aaad Payment
1. Wark associated with this Item is considered subsidiary to the variaus Items bid
and where indicaied an the Drawings. Na separate payment will be allawed for
this itern
�.3 REFERENCES [NOT USED]
1.� ADNIIlVISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBNIITTALS [NOT LTSED]
1.6 ACTIQN SiTENIITTALSCYNFORIVIATIl7NAL SUSMITTAL5 [NOT USED]
1.'� CLOSEOUT SLTBMITTALS jNOT USED]
l..$ MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
I.9 QUALIT'Y ASSUR.ANCE [NOT USED]
L10 DELIVERY, STORAGE, AND Hr1NDLING [NOT USEb]
111 FIELD CONDITIONS [NOT USED]
1.12 WARRANT'Y [NOT USED]
1.13 COORDINATIaN ANll TIMING [NOT USED]
28 PART 2 - PRODUCTS
29 2.1 OWNER-FURNISAED PRODUCTS [NOT USED]
30 2.2 MATERIALS
31 A. Cancrete
CITY OF FORT WORTH TRIiVITY eQULEVARD PH1
SPECIA.I. SPECIFICATIONS CITY 1'1207ECT No. 102101
Revised April L5, 2021
033513-2
INTEGRAL CONCRETE COLOR
Fage 2 of 5
� l. Integrally coIoz• con��•ete using non-fading pigrnents confozxning to ASTM C979 as
2 follows:
3 a. TrucIc Apron A�eas (Red}: Use non-fading syntf�etac ix•on o�cides at a loading of
4 6 percent or zx�.ore by weight af total cementitious maiez•ia1 ita tih� mix, Match
5 the concrete color in reasonably close confoz�nance with Federal Standa�-d 595
6 Color Servez, FS color 31136, andlor Summer Rose (SG117-2} by Sco�eld, or
7 appraved equal.
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b. Niedian Azeas (Sand/Buf�: Use non-fading synt�aeizc i�•on o�ides at a loading of
6 peicent ar moz�e by vveight of total cementitiaus material in ihe mi�. Match
the cancrete coloz in reasonably close conformance with Sand Buff' (SG237-I)
�y Sco�teld, ox• appraved equal.
2. Add integral cozaerete colorant according to manufacturer's ins�ctions. Provide a
copy of those zna.zaufacturer i_nst�-uctions to the City before pz•oducing ffiateiial for
incoi�oration into the wnrl�.
15 3. The City wrll accept t�.e color based on approval of colot� sa�aples, and iield mocic-
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a. Cantractoz- sI�all submi� a standard color cha.rt and eoJ.ox• samples %r re�iew and
preliminazy selection by the City.
b, Ca�atraetax shall provide a 3'x3' miniinum znack-up of the selected color
sarrlple� faz• approval of the City.
4. Maintain mix chaxacteristics for colo�•ed concrete requixing a matching finish. Use
the same source, bra.�.d, typ�, and calor of portland cement, supplementary
cementitious matez•ials, aggregates, and admixtures far colored concret� throughout
the praject. Use canstant c�ment couient, supplementa�y cementitious maierial
cantent, and watex/cementitious materials ratio to maintain consisten� color.
B. Curing Compound
1. Fut�ish a liquzd z�embrane-forming clear cuting campound conforming io ASTM
C 1315, type 1.
C. Admixtures
1. Furnish adnnixtu�res desi�ed for use with and compatible with Golored concrete
pigrnents, Do not use calcium chloride or other admixtuxes cantaining chlorides.
D. Calored Cancrete Mix Approval
1. Ger�eral
a. Obtain City approval for coIored concrete tnzxes before placing colored
concrate. The City w.ill base approval either on. a�uccessf�z7 performance
history or on trial batehes, Upon Ciry approval, tlae submitted satnple panel
(Minzznunn 3'x3'x3") or the test slab wi11 be the visual quality standard for
finislaed wo;rk under the cantract.
CITY OF FORT WQIt`I'H
SPECIAL SPECIFICATICINS
Revis�d Apx7[ 1S, 2Q21
TRINTT'Y SOiILEVARD PHl
CITY PRQJECT No. 10210 ]
033513-3
INTEGRAL CONCRETE COLOR
Page 3 �f 5
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E. Pexfo�ance History
1. L1se tlae same materials mixed in the same propoa`tions as used on another
departznent projeet where the City appzaved the color. Ensure that all materials,
including admixtzu�es, are of the same type and brand and fram the same sQut-ces.
Provide the following ta the City for revzew and approval:
a. pro,�ect In�fo: P�oject II3, and location.
7 b. M.ix propnrtions: quantaties per cubic yard exp:ressed as SSD weights and net
8 water, water tio cementitious material ra�io, aiz content, and 28-day or ea�lier
9 comtpressive sirength.
1❑ c. Materials: ty�e, brand, and source.
11 d. Sample panel: Provide a imished calored cancrete sample havzng minimum
1,z dimet�sions of 3- foot by 3-foot by 3-inch, from the previous �ro3ect (if
�3 available), ar a photo image of the previous sample paael.
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F. Trial Batches
1, The cantractor may use prelimina:�y lahoratory ar �"ield trial batching to estiablish
the mix propartions necessary to conform to the contract-required color.
17 2. Pxaduce test slabs to demons�-ate the texture, surt�ace fiz�is�a, colar, and color
18 intensity. At least 2 busi�tess days in ac�var�ce, provide the Czty with the dat� and
19 ti.x�e for test slab construciinn.
ZQ 3. At a City-allowed locaii�n on the proj eet, place, finish, aud curre a 1 Q-foot by 10-
21 foot by 6-znch colored concreCe test sIab using the same methods praposed for
22 contract worlc. Produce test slabs using th� same workers designated to perform l;he
23 contract worl�. Retain samples of cements, sands, aggrega�es, and color additives
Z4 used in test slabs for comparison rvith xxaaterials used in con�r'act �nror�.
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4. iTse at least a 2-cubic yard batch or a batcb of the size propased %r productaian
whichever is larger.
5. Submit final mix design information to the City. Ineluding specific sources and, i�
appIicable, trade names for naaterials.
29 2.3 ACCESSaR�ES [NOT USED]
30 2.4 SOURCE QUALTTY CONTROL [NOT USED]
31 PART 3 - E�CUTTON
32 3.1 IIVSTALLERS [NOT USED]
33 3.2 EXAMINATION [N�T USED]
�4 3.3 PREPARATION (NOT USED]
35 3.4 INSTALLATION
3fi A. Const�uction
CI`TY OF FORT' WaRTH
SPECIAL SPECTFTCATIONS
Ravised April 1 S, 202I
TRINITY BOULEVARD k'H1
CITY PROJECT No. 1 Q2101
Q33513-4
TNTEC`rRAL CQNCRET� COz.OEt
Page 4 of 5
1 1. Construct waz•k incoz•parati�g colored concrete confortnizag to conY�act
2 specifications und�z ihe associate bid items except cure wath cIeax cttring compound
3 and use only non-chlozide adi�t2ues as specified in Sectaon 2. I.
4 2. Produce consistez�tly coloxed cancrete in fuil cubic yaxd incxemenis. The City will
5 not allow vat7atio�s in the amounts, types, ar squrce a�znatez•ials wiih t�ie excepiion
G of minar adjustments of waier and air- entraining agen�. Othex changes require mix
7 re-approval.
S 3. Schedule placena.�nt to minimize exposure to iapid drying canditinns, wind and full
9 sun, be%re applying cuxin.g compound. Do not place colored concrete if rain, snow.
10 or fieezing temperatuxes ax-e farecast within 24-hours.
11 4. Cover ar othez��zse pi•otect adjacent concrete work fi•om discolaratinn and spillage
12 while placing and cuz•ing color�d concrete. Remove and replace discolored
13 concrete as directed by the City.
14 5. Perform finishing ope�•atians consistently to avoid calaz• vax�iation. Do not begin
1�5 finishing wl�ile bleed vwater is pi-�sent. The City will ordex� �•etx�oeal and replacement
15 of colored conc�ete if fhe cont�actor adds waEer ta the surface to aid in finishing.
�.7 Apply strokes irz the same direction during final finishing and texturing.
18 6. Frotect colored ca�acr�te from premature diying and excessi�e cald or hot
19 temperatur�s by promptly applying curing compound, Do nof allow plastic sheeting
20 to come in cantact vviY.h colored concrete.
21 7. Protect the colored concrete from damage. Da not pei7nzt cons�'uctian tr�afiic ot-
22 material storage ox� colored concrete. Exclude foot traffic fraxn colored concrete for
23 at least 24 hours affer placement,
24 8. Remove test slabs not permanently iacorporated into the woxk a:nd restore the site
25 after the City deternnines the test slab is no longer needed.
26 3.5 REPAIR [NOT USED]
27 3.6 RE-INSTALLAT�ON [NOT USED]
28 3.7 FIELD QUALITY CONTROL
29 �.8 SY�TEM STARTUP [NOT USED]
30 3.9 ADJiTSTING [NOT USED]
31 3.10 CLEANING
32 3.1.I "RECORD OF INSTALLATION" DRA'WING
33 3.12 CLOSE�UT ACTIVITIES jNOT USED]
34 3.13 PROTECTIQN jNOT i1�ED]
35 3.14 MAINTENANCE [NOT USED]
3� 3.15 ATTACHMENTS [NOT USEDJ
37
END OF SECTION
CITY OF FORT WQRTI-� TRINI'I'Y BOULEVARD PHI
�PECItiL SPECIFICATIONS CITY PROJECT No. 102101
Revised April 15, 2021
033513-5
INTECRAL CONCRETB COLOR
Page S of S
Revision Log
DATE NAME SUMMARY OF CHANGE
I2/20/2012 I.2.A--Madiiied items to be included in �rice bid
CITI' OF F�RT WORTH TRTNI'I'Y SOULEVARD PH1
SPECIAL SPEC]FICATIONS C3TY PRQ7ECT No. 102101
Revised April l5, 2021
33 04 Oa - l
ItviPRESSED CUEtR�N'C CATH01]IC PROT�CTION
Page l of 13
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SECTION 33 d4 00
IMPRESSED CURRENT CATHODZC PROTECTI�N
3 PART1- GENERAL
4 1.1 SUMMA.RY
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A. ,Seetian IncIudes:
1. Requirements for Cathodic Pxotection Systems on mortar coated, dielecfrically
coated ca�'bon steel, and ductile iron pipes using Magnesi�un Anfldes
2, The Catho.dic Prateetian System shall include, but nat be limited to the follawing:
a. Ivlaterials and installatinn
b. Post-installation s�-vey
c, k'inal Report to include recomfnendatians
B. Deviations frann this City oFFort Woa-th 5tandard Speci£'zcat�on
1. Nane.
14 C. Related Specificatian Sections include, but are not necessarily limited ta:
IS 1, Division 0— Bidding Req�ireme�ts, Cont�•act Forms, and Conditions of ihe
I6 Contract
17 2. Divisionl — Genex•al Requiremer�ts
18 3. Section 33 OS 26 — Utilify Marlcers/Locators
19 1,2 PRICE AND PAY1WiENT PROCEDURES
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A. Measurem�nt and Payinent
1. Measu��e
a. Measurement for f.h.is Itenn shall be by lump sum.
2. payment:
a. �'he work perfarmed and materia�s furnished in accoxdazzce wiih this Item shall
be paid for at tlie lump sum price bid for "Cathodic Proteeiian" for each
znaterial oi�tility pipe bid.
3. The price bzd sk�all include:
a. Mobili�ation
b. Recti�ie�• with enclnsure and foundatian
c. Deep well anade �eds
d. Anode test stations
e. Excava.tion
£ Furnashing, placement, and campactzan of back�ill
g. Field welding
h. Connections
i. Adjus�znents
j. Testi.ng
k. Clean-up
I. Start-up/Commissioning
40 1..3 REFERENCE�
41 A. Abbreviations and Acxanynas
CITY DF F'ORT WORTH TRi3�TITY BLVB. 3b-INCI-I VJA�'�RLfNE A
STANDARD CON5TC2i1CTION SPECIFICATION T]OCIIMBNTS
334400-2
IMPR�SSEI� CURRE,NT CATHODIC FROTECTIQN
Page2of13
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l. Anade: Th.e eIectrode of an electrochemical cell at wkich oxidation accux•s.
Cable/Wire: One co�ductar oi multiple conductors insulat�d from one anothez.
Cathode: The electrode of an electrochexnical c�ll at which reduction is the
principal reaction.
Cat:hodic Polarizatian: The chaaage of electrode potential in the negative du�ction
caused by direct current (DC) flow across the eIectrode/elecirolyte inte�'ace.
Catl�odic Protection: A technique used to reduce the corrosian af a metaI surface by
malcing that surface the cathode o.f an electroehemicai call.
Coirasion: Degradatinn of a material, usually a metal, that results fro�n a reaction
with its e�vuonment.
7. Corrasion Control �nginee�•: NACE certiiied, iicensed e�agineer in the state of
Texas, employed by a Corrosian Engi�aeering Firm.
S. Corrosion Engineering Fit7m: Engineering firm in charge of the corrosion proteciion
design on bek�alf a�the Contractor.
19 9. Critez�ian: Standard for assessment of the effectiveness of a Cathodic Protectidn
20 �ystem.
21 10. Current: Flow of electric c�aarge.
22 1 I.�l�ctrode: A conductar used ta establish contact with an elect�rolyte and tlarough
23 which current is iransferred to or from an electrolyte.
24 12. Electrolyte: A chemical substance cozatai�aing ians that migrate in an eIectric field
25 (i.e., soil or �ater).
26 13. Fnreign St�cture: Any metallic structure that is not intended as a pa�rt of a system
27 undei• Cathodic Protection.
28 14. Gal�anic Anode: A mctal that provzdes sacrificial protection to another metal that is
29 less active (nnore noble} when elech•ically coupled in an �l�etrolyie.
3� 15. Interferen.c�: Any eleetrical disturbance on a metallic structure as a z•esult of stray
31 current.
32 16. Fipe-to-Electrolyte Potential; The potential difference between the pipe and the
33 electrolyie that zs measured with reference to an electrade in contact with the
3 4 electrolyte.
35 17. Polarized Potential: The potential across tk�e structure/electrolyte interface that is
36 the sum af the fi•ee cor�osion potential and the cathodic polarization
37 18. Ractifier: Converts incoming AC power to DC cuirent and voltage autput for deep
38 well anode beds
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19. Reference ETectrode: An electrade whose open-circuit potential is constant under
similar conditians of ineasurernent and is used to measure the relative potentials of
other electrodes
20, Stray Current: Gurrent flow through paths other than the iniended circuit.
21. Voltage.: Electromoti�ve farce or difference in electrode potent�al expressed in volts.
44 C. Reference Siandards
1. AWG: American VVire Gauge
2. CSE: CapperlCopper Sulfate Reference EJectrode
3. HMWPE: H.ig� Molecular Weight Polyethylene
B. Definitions
2.
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6.
CITX OF FaRT WORTH 'FRiiVTTY B�.Vb. 3b-CNCH WATER LINE A
BTANDARD CQNSTRUCTION SPECIFICATIQN DOCUMHNTS
33 aa oa - �
IMPRESSBB CURRENT CATHODIG PItQTL�CTIO�T
Page 3 of 13
1 1. NACE Inteinational(NACE).
2 ]..4 SUBIVIITTALS
3 A. Submitials shall be in a.ccardance with Secii�n 01 33 00.
4 B. All submittals shall be approved by the City prioz• to delivery.
S LS ACTrON SUBMITTALS/INFORMATIONAL SU�MITTALS
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A. Product Data
I. Submitproduct data far aIl components ofthe Catlaodic Protection. Syst�m, Data
submitted shall include:
a. Anodes
b. Anode Test Stations
c. Rectifier with enclosure
d. Waring
e. Splicing Materials
f. TherLnite Weld Mai;erials
g. WeId Coatings
CLOSEOUT SUBMITTALS
A. The results of al1 lesting p�•oceduras shail be subinitted to the �ngineer or the City for
review and approval. Testing infarmation required ineludes:
1. Nati.�e pipe to soil potentials prior to CP system commisszoning
2. Anode ground bed current outputs
3. Pipe-ta-soil pote�tials
4, ResuIts of interference testing
S, RasuIts of electrical isoiation jaint tests
6. Operating and mai�tenance insti�uctions
B. Results of all testing are to be suUrnitted to Owner far inclusion in the O&M manual,
26 C. Pravide written documentation from the Corrosion C�ntrol Engineer flf aay deficieneies
27 diseovered during the post installation inspection.
28 1.'� Qi7ALITY ASSLIRANCE
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A. Qualificat�ons
1. Cathadic Protectzon znstaller shall show adequate documented experience in tlae
type of Cathodic Protection worlc requir�d foz• the p:rojeci.
B, Certificatinns
1. The Cont�•actar shall, upon request by City, furnish manufacturer's cez�i�ed test
reports that indicate that ano�es rneet Speci�catians and that a11 tests nave been
performed in accordance with the applicable stand�ds,
DELIVERY, STORAGE, AND HANDLING
A. D�livery a F Cathodic 1'rotection materials sfiall be caordinated by the Contractor.
B. �toz•age azad Handling Requir�ments
1. Secure and rnaintain a locatzon fio store the material in accordance with Section O I
66 00.
CC'1'Y OP xORT WdRTH TRl?�ITT'Y BLVD. 36-INCA WATER LINE A
STAAIDARD COIVSTRUCTIdN SP�CIi'ICATTON 170CilIvf�fi1T5
33 oa ao - 4
IMPRE55ED CLTRRENT CATHODIC PROTECTION
Page4of13
1 C. Packaging Waste Managelnent
2 1. Dispose of anode and th�rmite vveld �naterial pacl�aging properly an.d remove from
3 the job site after in.staIlation is complete.
4 PART � - PRODUCTS
5 2.1 MATERIAL�
6 �.� GENERAI�
7 A. AlI �anaterials installed mus� be new. AlI equiptzxent and materials suppIied sha�l be
8 similar to tha� whi.ch has been i� satisfactory service for at l�ast 5 years.
9 B. Al1 materials in cflntact with potabl� water shali he NSF 61 approved.
1D 2.3 RECTIFIERS
11 A. Recti�'iers shall be air-coaled, single-phase, ].15/23fl volt with output as de�ned in fi.he
12 project drawings. Ractifiers shall be rrianufactured by Univer�al Rectifiers, Coripro, JA
13 Electronics, or azz appxoved equivalent.
14 B. Rectiiiers shall be designed to operate continuausly at a.t�. ambient temperature of 50°C
I 5 witlaout damage to the rectifier components.
I6 C. Trazzsformer: Two-winding, insulating type that meets the xequirements of NEMA and
17 UL 506.
18 D. Reciiiiers shall be capable of operating continuously at the rated output current at any
19 valtage from zero to I00% withaut damaging any rectifier eomp�nent�. Full-rated DC
20 output voltage shall be adjustable by not less than 2S equal steps from appro�imately
21 4% of rated voltage to fuIl rated output valtage.. This adjusY�ment shall be accomplished
22 with sil�er-plated or stainless-steeI connectors and adjustment Iinlc bars.
23 E. Rectifying element shall be a fu11-wave bridge, silican diode stack with efiicieney filter,
2A� m.etal oxide thyri.stors, and current-l.i�niting devices for o�ervol�age and overcurrent
25 protection of stacl�. Silicon stacks shall be equipped vvitk� silzcon diodes rated at a
26 minimurn of 1,Od0 peak inverse volts.
27 F. All rectifiers shall have overload and Iightning protection for bath AC and DC circuits.
28 G. A voltmeter az�.d ammeter shall be pravided. Voltrmeter and ammeter shall be calibz•ated
29 and adjusted at the factory.
30 H. Electrzcal tests shall be performed by the manufacturer and recorded as listed below:
31 1. AC Voits Input
32 2. DC Amp�res Input
33 3. Apparent Watts Input
34 4. Tzue Watts �nput
35 S. Pawer Factor
36 6. DC Valts Output
37 7. DC Amperes Qutput
38 8. DC Watt� Output
39 9. Canversion Efficiency
CITY OF FORT WORTFI TCLINITY SLVD. 3G-1NCEI WATER LINE A
STANDARI7 CONSTRUCTIQI� SFECIFICATIOIV DOCllIviENTS
33 04 00 - 5
I1VIP12�SSED CURRENT CA'I'f-IdDIC PROfi�CTION
Page 5 of 13
1 1Q. Dielectric Sixength
2 11, Tra��sfarx�er Prixnary to Ground
3 12. Transfoi-mer Secozadaxy to Cn•ound
4 13. Transformer Primary to Secondary
5 14. Stacic AC to Graund
6 15, Stac�C DC tn Ground
7 16. Ripple Voltage at FuII Output
8 I. The following shall be provided fox each rectifier. Each item shall be pravzded in a
9 vvaterproof bag or container.
I4 I, Operatior�s and Maintenance Manual
11 2. Circuit Diagram
12 3. Elect�ical Test Repai�t
13 Z.4 R.ECTIFTER CABINETS
14 A. Rect�fier cabinets ska11 be NEMA 250 Type 3R and sized as shown on the Drawings,
15 B, R�ctiiier cabinets shaIl be made of steel that [� either shnp coated with a baked enamel
16 �nish, galvanized per ASTM A123, or pre-galvaniz�d sheet �'inished with a pawder
17 coat.
18 C. R�ctit�Er cabinets shall have a single door t�vith a full-Iength hinge and a lockable latch.
19 Hinge, lateh, and other miscellaneous metallic components oza the cabinet shall be 316
20 stainless steel.
21 D. Rec�it"ier cabinets shall have sufficie.ut venting provided %r air cooied rectifiers.
22 E. R�ctifiea•s shall be equipped with per�nanent identi�cation tags affixed to the outside
23 front daar, �'he zdenti�cation tag shall have white engra�ing for identificaiio.n of the
24 rectifiier. Minimum height af lettering shall be 3/4 inch. The tags shall have the
25 follovv�ng legend:
26 CITY OF FORT WDR'I'H
27
28 �ATHODIC PROTECTION REC�'IFIER
29 2.5 JIINCTION BOXES
30 A. Junction boxes shall be NEMA 250 Type 3R enclosure and sized as shovvn on the
31 Drawings.
32 B. 7unction boxes sha11 be made of 316 stainless steel.
33 C. Junction boxes shaFl have a single door with a fi�ll-length hinge and a lo�kable latch.
34 Hinge, latch, and other nr�iscellanenus metallic components on the cabinet sha�l be 316
3S stainl�ss steel.
3b D. Junction boxes shaIl be equipped with pertnanent identification tags aftixed to the
37 autside front dooz•, The zdentification tag shall have white engraving far identificatian
38 of ihe junctiou box. Minitn�n beighk of lettering shall be 314 ineh. The tags sha1l have
39 the %Ilowing legend:
40 CTTY OF FORT WORTH
4I
42 CATHODIC PROTECTTON .TiTNC`�'J.ON BOX
CIT4' OF FORT WOR'1'T-I TRINIT'Y BLi�b, 36-INCH WATER LINE A
STANI]ARD CONSTRUCTIdN SPECIFICATION DOCUMENTS
33 0�3 OD - 6
IMPRESS�b CURRENT CATI-�ODIC PRpTECTTON
Page 6 of 13
2.6 HIGH-SII,ICON CAST IRON (HSCY) ANODES
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A. H�CI anodes shall meet tl�e requirements of ASTM A518 Grade 3. Anodes shali be
xiaanufactured by Anotec, Co�zpro, or equivalent.
B. HS�I anodes shall he tubular type ant�des �cx+ith a cetatered wire connection. Anodes
shall have the followin� size, �'or�n, and shape.
An.ode Ty}�e Length Diameter W�ighi Surface
inch inch. lb Area f�
2684Z ar TA3 84 2 to 2.7 63 to 70 4.9
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C. Anode lead r�ire:
1. The wire attached to the anades shall be o� the size and type indicated on the
Drawings. The anode lead wir� sh.all �canfarm to the specificatians given far
"Wires" in this specification,
2. The wire shall be connected to the inlerior of the anode and seal�d by the
manufacturer. The anode wire connection sha11 hava a pulling strengtli exceeding
the wire's tensile strength. Aa.y damage io the wu•e insulatifln or anade shall require
cc�mplete replaceinent of the wire and anode.
3. Anade lead wiz•es shall be of orie cnntinuous lengtl�, r�i�.out splices, unless
other�vise indicated on the Dra�vings, firom the anode conneciion to the anode
teiminal hoard. Anode wires with the attached anodes shall be shipped to the job
site witl� the wire wound on a reel. The mrzlirnut� cox�e diameter of the r�el shall be
5 1/2 inehes. The anode vvire insulation shall be free of surface damages such as
nicks, abrasiozas, scratches, etc., in alI respects throughout tln.e entire length of the
wire. Precautians shall be talcer� during fabrzcation, transpoxtation, and installaiion.
of the anodes to see that the wire is not kinked or sharply bent. Bends sharper than
2 1/2 inches iva radius are not perrnissible.
D. The resistance of each anode wire connection shall not exceed O.D04 ohms. Each anode
wire cannection should be tested by the tYaazaufacturer for eonformance with these
Specifications. A record of tests shall be submitted to the ENGINEER. The records
shall include a minimum of three copies af the followzng information:
1. Anode n�mbering system to identify anod� under test
2. Anade wire length
3. Resistance value, as indicated by test
4. Test equipment
5. Test method
E. Anodes shall be indzvidually labeled with the le�gth af lead trvira and anode number.
Anodes shall be consecutively numhered with the deepest anode being Number 1.
35 �.7 CALCINED COKE BREEZE
36 A. Backfill xnaterial for impressed current anodes sha11 be calcined coke breeze.
37 B. Calcined coke breeze sha11 have a resisti�ity of 25 ohm-cm or Iess when tested with an
38 applied pressure of 2 psi az�..d a bullc density of 64 to 74 pounds per cubic foot. The
39 particle size shall be between 2Q0 mesh and I8 mesh an.d s.hall be dust fi•ee. The
40 minumu�.a calcination temperature of base znaterials shall be 1250 °C.
CITY OF FORT VJORTf[ TRINITY BT.V'b. 36-INCI3 WATER LINE A
STANDAItD CONSTRiJCTION SP�CIPTCATiON DOCUM�NTS
330400-7
TMPRESS�D CURRENT CA3'HODTC PROTECTION
Page 7 of l3
1 C. Calcined coke breeze shall have the �ollowing c�ae�x�ical propert�es:
2 ].. I�ixed carbon 98% miniinu�n
3 2. AsI�. 0.6°fo maximum
4 3. Volatile mattcr I.0% zna�im.u.m
5 4. Moisture 1.0% maxiinum
6 D. Calci_ned coke breeze shall be Loresco SC-3, Asbuty 251, o�• approved equiva�ent when
7 installed by pu�x�ping. dawn the hnle, If instaIled via ihe freefall method, calcined colce
8 breeze shall be Loresco RS-3, Ashbuzy 2I8-L, or equivalent.
9 2.8 AN�DE VENT PIPING
10 A. Anode vent piping for the impressed current anode vent piping shall be 2�inch diameter
11 �'VC, Schedule $0, conforming to ASTM D1785 Type 1 Grade 1.
12 B, S1ots and perforations shall be provided in the immediate vicinity of tlie anodes and
13 throughout the co1�e breeze and sazed such tb.at colce breeze does not �nter vent pipe.
i4 The ver�t pipe shall be capped at both ends during the backfiliing opexation to �x�itigate
15 infiltration of backfill materia] o�• z�rzud.
16 C. Above graund portions of anode �ent pipixig shall be rated for sunlight resistance.
I7 D. Above ground outlet for vent piping shall laacve a vei�t screen with au orieiitation
I8 p�•eventing rainiall accumulation and bug intrusion.
I9 2.9 ANOD� CENTRALIZERS
20 A, Centexing devices shall b� designed and fabricated by the CDNTRACTOR or Supplier
21 and shall be submitted ta tbe ENGINEER fox acceptancc prior to use. The device sliall
22 be consfructed of inetal.
23 2.1Q READY-1VIIXED CONCRETE
24 A. R�ady-rzlixed cancrete shall be in accordance with ASTM C94, permit requiretnent�,
25 and the Specifieation seetion for cast-�n�place concrete.
�b �..11 REINFORCING STEEL
27 A. Reinforcing steel shall b� in accordance with ASTM A615, permit requirements, and
2& the Specification section for reinforcing steel.
29 2.12 SHiJNT�
30 A. Shunts shall bc s�lected by the size indicated on the Drawings.
31 B. 0.0J.-ahm, 6-amp shu�ts shall be manganin wire type, as indicated, Shunts shall be
32 Type RS, as manufactuxed by Ho�loway, or equivalent.
33 C. 0.41-ohm, $-amp shunts sha11 have �nn.anganin �c+ire per A�TM B2b7, CI.Vi, as
34 �x�anufactur'ed by Coit Manufacturing Company, or equivalent.
35 D. 0.00 ]-abtn., 25-amp shunts shall be Type �S, as manufactured by Holloway, or
36 equiv�.lent.
CI'1"Y O�' �'ORT WORTH TftINITY BLV17. 3G-1NCH WAT�RLIN� A
STANDARD CO�TSTI7UCTION 3PECIFTCATIpN ppGUMENTS
33040Q-8
IMPRESS�.T� CURRENT CATT�IODIC PROTECTION
Page 8 af l3
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A. Conductors shall consist of stranded copper o� khe gauge indicated on the D�•awings.
Wire sizes shall be based an American Wue Gauge {AWG), Copper wire shall be in
cnnformance with ASTM B3 and A�TM B8.
B. Insulation Type and Coiors; As shown on the Dra�vings.
I. High malecular weight polyethylene (HMWPE) wires shall be rated for 6Q0 voits
and shall confonn to ASTM D124&, Type 1, Class C, Grade 5.
2. Halar/HMWPE wires (CP wire} shall be rated for 600 volis and have dual
insulation. The primary layer of insulation shall be a hamageneous 20 mil wall of
ECTFE fluoropalymer (HaIar), aaad the jacket shaIl be a&S-mil wall of HMWPE
confarming to ASTM D1248, Type 1, Class G, Grade 5. Hala�•/HMWPE wire shall
be UL listed as Cathodic Protection Wire.
C. Thermi�e Weld Equipment
].. Charges and Molds
a. Weld cllarges and mold size shall be specified by the manuf'acturer for the
specific surface con�iguration.
b. Use anly the correct cha�-ges for tkie specific application.
e. Welding charges and molds shall be Erico, Cadweld ar Confinental Industries
Thermor�+eid.
2. V1�eld Coating
a. Coat weld with Stnpaq CZ tape or approved equal.
D. Marleer Sign
I. PrQvide marker sign in accardance with Section 33 05 26.
E, Conduit and Fittings
1. Th� rninimuix3 conduit size shall be 1-inch unless othe�se indicated. Refer to
Nk'PA 70 (NEC) for additional canduif size requirements.
2. Canduit and fittings placed below gz•ade shall be Sci�edule 40 i'VC in accord.ance
with N�MA TC2 and NEMA TC3.
F. Caution Tape
l. The caution tape s�Zall be an inert plastic t'7lm designed for prolonged underground
use. T�e caution tape shall be a�tx3.uz� of 3-inc4�es wide and a m;nim�m of 4-
mils thick.
33 2. The cautinn tape shall be continuously printed over the entire Iength witli the
34 wordin.g "CAUTION: CATHODIC PROTECTIDN CABLE BURiED BELOW."
35 3. The wording shall be printad using bold black letters. The color of t�e tape shall be
36 yellow.
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G. Wire Ident't�cat�an Tags
l. Wire identificataon tag;s shal! be the wrap-around type with a high resistance to oils,
solvants, and mild acids. Wrap-around rnarkars shall fuily encircle the wi�•e with
unprinted alpha�num..eric characters for pipe id�ntiitcation. The �etters and nu�bers
height sha11 be 3/1b-inch at mi.niffium.
CITY QP FpRT W[)RTT-T TRIlVITY BLVD. 36-INC�I WATER i.INE A
STANBA.RT7 CONSTRUCTIDN SPECIF1CATiON AqC[.1M�NTS
33 04 00 - 9
fMPRESSED CURI2EI�T CAT}TObIC PROT�CTION
Page 9 of 13
1 PART 3 - TX�CUTION
2 31 INSTALLATION
3 3,2 RECTIFIER
4 A. Approximate rectifier locations are shawn on tlae Drawings. Th� CONTRACTOR may
5 propose an alternati�ve rectifier location to the CITY OF FORT WORTI� fox re�vievv and
6 approval.
7 B. Rec�if�er instaIIatidn ineludes provision of AC par�er ta the rectiiier by the
8 CQNTRACTOR. CONTRACTOR shall fiu�nish and install aIl required �riring,
9 conduits, wires, meters, splice boxes, and equipment ne�essary for aperation oi the
10 rect�fie�• and as required by the local power agency.
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C, T�e z•einforced cancrete pad shall be constructed suc� that watez• will nat collect against
the rectifier cabinet. The cancrete pad sha11 �xtend a minimum of 2 inches above grade
wlv.ch s�ould be higher than the 100-year flaod plain. T�.e �nished grade shall be
sloped away from the canc:rete pad to direct drainage water away from khe rectifier
cabinet. The vent pipe riser and conduits into the enclosure sha11 be cast into the
coneret� pad. After the cancrete is set, the enelosure shall be securely ataehoxed fo the
pad with expanding anchar bolts. Use leveling nuts below the cabinet fiange to create
space fox tlae grout seal. Apply the non-shrinl� gra.ut as slaown on t1�e Drawings,
19 3.3 DEEP AN4DE WELL
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A. Impressed cux7•ent annde beds shall be installed in accordance with NACE SP0572 and
local well standards, anrl these Speci�icatinns.
B. WeII Drillin.g
1. The CQNTRACTOFt shaIl obtain and pay for all fees and permits reqLured for well
drilling. CONTRACTOR shall lag ihe well in accordance with local and state
agency requirements.
2. 'The CONTRACTOR shaIl protect the well bore from the iu�tz�zsion of contaminants
into the 1�ole at all times. The CONTRA.CTOR is responsible for the cast of a11
cleanup associated with contamination ofthe well an.dlor job site resulting from the
CONTRACTOR's WOR.I�..
3. Fresh water shall be ci�culated fi•ozn. tb.e bottom oithe hol� to clear the well of
drilling mud and cut�ings after the well is drilled.
�
5.
Laading af anodes aand other equipment in the well shall be done in the presence of
the ENGINEER. At a rrunimum, 48-houx xzr�tice slaall be given by the
CONTRACT�R to fhe ENGINEER prior to loadi�g anodes. �.aading of the araodes
into the well sha11 begin early enough in the day to �nsur� completion of a11
Ioading, including bacl�filling, during regulat working bours.
The well shall be covered vvzth a steel trench plate or other heavy device that b.iocks
access and cannoi be remaved by �and whene�er the weIl is left unattended.
C. Wel1 Casing
1. T�e C�NTRACTOR may �Iect to install tbe well vvi� or with.out a casing. In the
event that the well collapses for any reason, including Ehe elimination ofthe casing,
tk�e well shall be relocated, re-d�-illed, and the original hole abandoned at the
C�NTRACTOR°s expense. Only a metallic casing may be used in the coke bxeeze
col�mn.
CTTY OF FORT WORTH TRI3�TITY BLVD. 35-INCH WATER LINH A
STANDARD GONSTRUCTION SPECIP'ICATION DOCUMENTS
33 04 00 - 10
IMPRESSED CUR1�N'1' CATHODiC PROTECTTON
Page lU of 13
I D. Vent Pipe
2 1. Th� bottom of the vent pi�e shall be securely capped rnritk� a PVC cap solvent-
3 welded ta the vent pipe.
4 2. The vent pipe shall be installed along with the first anode placed in tlae hol� by
� attaching it to one of the centralizer straps with a stainless steeI clamp. The vent
5 pipe shall not be attached to tke anode itself. Obtazn tl�.e ENGINEER's acceptance
7 of ihe attachmer�� before the vent pipe is lowered into the hole. Sectians af veiit
8 pipe shall be joined to one another as the first anode, wiYh �he �vent pipe attached, is
9 lowered into the hole. 7oints shall be solvent-welded.
10 3. The top of the vent pipe shall be tennporarily sealed during the coke breeze loading
11 process. Auy foreign rr�aterial entering the vent pipe shall be rezx�.oved.
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23 3. Attach the centering deviees to the anades before lovve�ing them in tk�e well. All
24 sharp edges oii the ce�tering de�vice assemb�y shall be taped with vinpl electrical
25 tape to preclude damaging any wires while Iowering anodes inta pl�.ce.
E. Anodes
1. Laading af anodes and other equipment in the well shall be done in tl�e presence of
the ENGINEER. A minimum of 48 hnurs' notice shall be given prior to laading
az�odes. Loading of the a�odes into the w�e11 shall begin early enough in the day to
ensure campletion of all loacling, including backfilling, duz'ing regular working
�aurs. Loading shall not be comrrienced later than 1:00 p.m. unless the
CONTRACTOR has obtained przaz� written acceptance from the ENGINEER.
2. The ENGINE�R shall visually inspect the insula�ion on the anode lead wire for
abrasio� or other damage to tlie insulat�on and wire before and as t.�ie anode is
lowered into place. Anodes vvith damaged insulatian or wire are not acceptable ar�d
s�all nni be iz�sta�led. �plicas axe not aIlowed an the anode wire.
26 4. The tern7inal ezzd af the anode wires shall be identified wit� permanent wire
27 markers.
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Anode Na. 1 shaIl be lowered inta the well supported by the attached lead wzre. The
CONTRACTOR shall fab�icate an apparatus that allows the anodes to be lowered
�y the lead wire but does not bend the wira into a radius less than 2.5 inches. The
vent pipe shall be secured to the centering device on Anode No. 1, n.ot the anode
itself, and lowexed alongside Anode No. 1. A soil resistance meter, furnished and
operated by the Engineer, shall be conneeted between the anode lead wire for
Anode No. 1 and the pipeIine drain wire. The drain wire shouid be iz�stalled and be
accessible to tlae Engineer diu-ing the time of testing. The CONTRACTOR shall
stop lowering the anode at 10-fnot iut�.te�rvals ta tape the anode Iead wire to the vent
pipe and to allow the engineer to measi3re the resistanca profile of the anode well.
TIus shall cantinue to the bottom of the hole and the vent pipe shall be sacttred in
place.
Continuing with Anode No. 2, the anodes shall be Iowered into the well by the
attached lead wires. The vent pipe shall not be attached to the centralizers or l�ad
wir��s for Anodes No. 2 and remaizlzng. The ENGINEER may adjusi tlae depths of
the individual anodes ta avoid high resistance soil layers. When an anode has been
placed at the final depth, it shall be secu�rely fixed in that pasition prior ta coke
breeze backf'illing.
Anodes shall not be backf Iled until the ENGINEER has inspected the placement of
the anodes and given pernussion tn backftlI.
CITY OF' E'012T WORTH TRINITY BLVD. 36-INCH WA'f'ER LIhIE A
S'I'ANDARD CONSTRUCTION SPECIFICATION bOCUMLNTB
33aaoo-ii
IMPRESSED CURRENT CA'I'HObIC PROT�CTIOI`!
1'a�c 1 I of 13
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�`. Colce Breeze Backf'zll
1.
2.
3.
4.
5
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Colce breeze shall be placed using a slurry pu�p that pumps the colce inta the
bottozx�. of the hole using a tremie �aipe, ailowing the I�ole to be filled fi•orn the
bottom up. Colce breeze sk�all noY be pu�ped through the vent pipe.
Coke breeze shaIl be mixed with w�ter when zntroduc�d into the hofe to prevent
bridging oz• the creatian of voids. Minimize the risk of bridging by ensuring the hole
has suffieient water and the backfillz�.� rat� is eontroIIed. In the event that vaids or
bridging doas occur, the CONTRACTOR shall corz�ect the deficiency to the
satisfaction of the ENGiNEER.
Cak� breeze sha11 be placed in tl�e hole at a sEeady rat� to ensUre the coke breeze
does not b�•idge or block the hole. 'I'he hole shall he kept co�npletely full of water
during placement of bacicfiIl.
BackfiIl settling and anode coverage will be deteFxnined by measuring the
anode-to-ea�rtiz resi.stance fe'om thc digital resistance meter. During coke breeze
backfilling, the ENGII�IEER wiII measuz�e the resistance between the Iowermast
uncovered anodo and the pipeline drain wire. Covei•a.ge of tlle anode will he
indicated by a rapid deerease i� xesistance, nonnaIly by at least 50%, As soon as
coverage ot' a lower anode is indicated, tlae circuit shall be attached to the next
highest anode ira the hole. Testing will continue uiltil eoverage of a11 anfldes has
been verified. The ENGINEER shaII record the resisiance of each bacIciilled anode.
At Iea�t 2D �eet of cnke breeze shall be added above the tap azzode. The
CONTRACTOR shall sound the anode hole �vith a weighted tape ineasure and
det.ez-n:iine the fmal height of the coke breeze column.
Col�e sl�ali �ae allawed 24 hnurs to s�t�le. After 24 hours, the coke coIumn sh.all be
topp�d off, as required, to achieve the specified calce column length.
Izlcoznplete covcrage aieach anode with colce breeze shall be cause for rejection of
the anode well.
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7. The CONTRACTOR shall record the total weight nf coke breeze placed in each
anode we11,
G. We115ea1
1.
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3.
4.
5.
6.
BackfiIiing aperations above tlae colce bz•eeze column shall begin no sooner than
24 haurs after installation of the coke breeze ta allaw for settling. Backfilling shaI]
be done continuously atad without inten�uption ux►til the hale. is sealed.
Callapse of the hole prior to the introduction of Y1�e s�al material shall be cause for
abandoz�tn.ent of the �ell at the CONTRACTOR's expense.
Sealing materials sha11 not be allnwed to drop from the top of the hole. AIi
materials shall be pumped into the hole frorla the top of tha coke breeze column to
the top of the ho.Ie.
If well casing materials are used in the constructaon of the weil, then the annular
space between the tivell bore and the casing shall also be sealed wifih a conductive
grout.
Sealing rnaterial shall not enter the vant pipe.
'I'he CONTRACTOR shaIl record the valume o� sealin.g material installed in the
hole.
H. Well Head
CITY OT' FORT WO�tTH TRINITY BLVl7. 36-INCH WATER LINE A
STANDARI7 CONSTRUCTIpN SP�.CIFICAT'ION DOC[7M�NT5
33 D4 00 - i2
[1vIPRP.35Ep CURRENT CATI-IODIC PROTECTIdN
Page 12 of 13
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1 q 3.4 R�PAIR
11 A. Cut t�st Iead wires shaIl �e spliced by using a copper carnpression connectar•.
12 1. The connection shall be completely seaied against moisture penetration by the use
I3 of rubber tape, vinyl tape and Scotchkote electrical coating.
14 B, Da�naged ar missing test station coznponents shall be replaced by equal components.
15 3.� FIELD QUA�LITY CONTROL
16 A. Field Tests and Inspections
17 1. All components of the Ca�ho.dic P:rotection �ystem shall be visually inspected by
18 the C.ity priar to comrnissioning of the sysiem.
19 3.6 SYSTEM �TARTUP
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24 B. Equipment
25 1. A1I Cathadic Protection test#ng instruments shall be in proper working 4rder and
26 calibrated according to factory speciiications.
I. Storage and Dis�nsal of Drilling Fluids, Cuttings, and Mud
I. During fhe c3rilling and loading. process, drilling fluids, cut�ings, and mud shall be
stozed onsite in uncontanunated, watex�tzght, lackable debris boxes. Alternative
storage me�hods rnay be used only with prior approvaj of the ENGTNEER.
2, Driliing mud and cutitings shall be disposed nf by the CONTRACTOR at a suitable
dispasal site.
A. Gezaeral
1. The well head shali be a concrete �raffie box set at the �op of the anode hole. and
shall contain slack for the anode lead wires, as indicatcd on �lae Drawings.
2. The cflncrete traffic box lid s�all be cast iran and marked "ANODE."
1. The Cathodic Proteetion System shall be inspected, en:exgized and adjusted
{commissianed) as soan as possibl� after the Cathodic Protection equzpxnez�t has
been in.stalled.
27 C, Commissi�ning
28 1. The cnmmi.sszoning of the Cathodic Profectian System sl�all b� per�orzxied by, or
29 under the direct supervision of, the Carrosion Engineering Firm with a NACE CP 4
30 or Coirosion Engineer qualified to verify compiiance with this Speci�ication and
31 with �he ref�renced corrosion control standards set forth by NACE Ix�.terxiational.
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D. Method
1.
2.
3.
4.
S.
Measu�re �ative state stxucture-to-soil potentials along the water line using the
permanent referer�ce electrades at each anode test station and a portable reference
electrode at all otl�er test stations ar►d at above grade pipeline appurtenances.
Con�iz�nn electrieal continuity af the cathodically pro�ected pipelin:e.
Energize the impressed cathodic protection system usivag initially a cuz-rent output
of one-third of the rectifier's rating. Record caurse and fine adjustments. Record
rectifierr DC current and voltage autput.
Record each impress�d anode outpui current using the shunt.
Allow sufficient time for the pipeline to polarize.
CITY OF FOItT WDRTFI TRI]VITY BLVD. 3b-INCH WATER LIi�E A
STANDARD CONSTRUCTTON SPECIFICATION DOCLTMENTS
33aaao-�3
IMPRESSED CURRCNT CA'1`HDDIC PROT�CTION
Pag� 13 af 13
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6. Measur� a�d record the "On" and "Instant Of�' structure-to-soil potentials at each
location ai�ez• ihe structure has been given adequate tirne to polarize.
7. Adjust, i� necessa.�y, t}�e Cat�iodic Prot�ction current output at the rectifier to sa�isfy
the 100-znV polarization shi$ criterion or the -850 milli�olts-CSE polarized
potential criterion as established by NACE Internatzanal standards.
8. Record all pipe ta soil patentials measi.ued at e.ach test station,
9. Verify �iat a1I electrical isolataon devices are apera�ing properly including #iange
isolaiars and casing spacers.
10. Veriiy that interference does not exist with foreign strucfares.
I 1. Pe�a�xn joint tests with owners of the fareign. structures (if any) ar►d mitigate a�ay
interference detecfed.
12. If necessary, ir�stalI resistance bnnds to initigate interference.
13. Interference testing caordinatioz� with the owners af foreign structures is tb.e
responsibilzty o�the Cathodic Protection tester.
Ve�ification and Responsibili�ies
l. Conhactor sha11 correct, at his expense, any deficaencies in matezials or installation
proceduz•es discovered during the post-installation inspection.
END O� SECTION
CITY OP FORT WORTH Ti�TNTTY BLVD. 36-INCI-I WATER LINE A
STAAIDARD GONSTRUCTION 3PECIFICATION DOCLJMENTS
�� ���� � � � � �.� !
S��C� ��C����I�S
TR]NITY BOULEVARD PN1
CIIY PROJECT IVo, 1d2101
423
I��C� 423
R��air�ing l�1�1l�
4. ��SC�I��ION
i'�l
2.�
Fumish, construct, and install retaining walls.
MAT�RIALS
General, Furnish materials in accordance with the following;
� Item 420, "Concrete Substructures,"
o Item �21, "Hydraulic Cement Concrete;"
� Item 44�, 'Reinforcement for Concrete,"
� Item 445, "Galvanizing,"
� Item 458, "Waterproofir�g Membranes for Structures," and
■ Item 5�6, "Pipe lJnderdrains,"
�
���.� �
Tsxas
De�arfir�nt
41l}arFepottation
Use cancrete for reiaining walls f�iat conforms #o fhe requirements of `fable 1 unless otherwise shown on the
plans.
Tabfe 1
lication Cancrete
7forced Class A
Cast-in- lace reinforced Class C
Precast Class H, f� � 4,OOD si
Furnis� concrete For machine-made concrete black units in accordance witi� ASTM C90, Class 1, Type II,
except the minimum 28-tlay compressive strength must be 4,Ob0 psi with maximum moisture absorption of
7°/a,
Provide Type 1 filter fabric in accflrdance with DM5-620�, "Filter Fabric." Provide filter fabric rated as UV-
resistan# when �sed as part of the exposetl facing for a ferrtpQrary wall.
Joint fillers, pads, waterstops, and other ineidenfal maferials must be as shown on the plans or approved by
the �ngineer.
Epoxy coat all steel used in concrete panels and c�ping induding connectors, dowels, stirrups, and
reinfor�ing steel when the plans cafl far epoxy coating of steel earth reinforcements,
2,2. Definitions, This Item uses the following terms;
■ Permanent Wa[I. A retaining wall with a design service life af l5 years. All walfs are presumed fa be
permanent walls unless otherwise specifietl on the plans.
� Temparary WaIL A reiaining wall so designated by description, wFth a tlesign service life of 3 years.
■ Mechanically Stabilized Earth (MSE) Wall. A wall consisting of a volume of select backfi�l with tensile
earth reinforcement elements distributed throughout. Perma�ent MSE walls use a precast concrete
panel as a fiacing element. Temporary MSE walls use welded wire fabric with filter fabric backing as a
facing element,
� Concrete Block Wa[I. A retaining wall ��at uses machine-made, precast cancrefe block units as facing
elements, The walls may use a volume of select fill with tensile earth r�inforcaments d�stributed
throughflut, or may use only the facing unif and unit fill w�ight for suppart.
423
2.3. Fabrication.
2,3.1. Cast-in-Place. Meet Item 420, "Conc�ete Subs.tructures."
2:3.2. Farmed P�ecast. Meet ltem 42�4, "Precasi Concrete Structural �riembers ��abrication)."
2,3,3, Machine�Made Qrecast. Furnish machir�e-made concrete block uni#s in aecardance with ASTM C90,
sampled and tested in accordance with ASTM C140. Furnish units with malded dimensions within 118 in. af
5pecifed dimensions, except he9ght must be within 1116 in.
2.4, Backfill,
2.4.�. Nan-Select. Furnish non-select backfill for walis other than ter�porary and permanent MS� and concrete
binck walks as indicated an the plans. Non-select fill will meet Item 132, "Embankment," of the #ype specified
on the plans, Provide material with a maximum plasticity index of 3� if no type is specified as determined �y
Tex-106-E.
2,4.2. Seleci. Select backfill is re�uired in specific areas af permanent and temporary M5� and concrete block-type
retaining walls. Provide select backfill thak is free from flrganic or otherwise deleterious materials and k�at
conforms to the gradation limits shown in Ta�le 2 as deter�nined by Tex-401-A.
Provide bacic#ill that daes not contain shale, caliche, or other soft, poor-durability coarse aggregate particles.
Reclaimed Asphalt Pavem�nt (RA�) is not allowed, Grushed Concrete or manufactured santl is allowed for
temporary v�a]{s with a service life of 3 years or Isss. Test eaeh source of back�ll for durabilitylsountlness
using Tex-41 i-A, 5�cycle magnesium sulfate soundness. Backfill material with a maximum 5-cycle
soundness lass exceeding 25°/a will be rejected. Alternately, Tex-h61-A, Micro-0eval abrasion may be used if
the corresponding resulks show foss is not greater than 20%, atherwise Tex-411-A govems aggregate
verification,
Type AS, BS, an� DS particles larger than 114 m. must b�e angular or completely erushed. Provide
mechanically crushed gravel ar stone bacicfill. Grave� from each aggregate source will hava a minimum of
95% two ar more mechanically induced crushed faces, as Tex-460-A, Part I determines. Rounded rock or
rounded grauel is not alEowed. �fatural sand meeting the requirements of this Seetion is permitted for use.
Table 2
Select Backfill Gradafian l.imiis
T e Sieve 5ize Percent Retained
3" 0
1I2" 5�-i00
qg #4 See Note
#40 85-100
#200 95-10D
3" �
g5 �t4 See Note
#f40 4�-100
#200 85-1�a
3" 0
Cg #4 Sae Note
#200 75-100.
3" 0
DS 318" 85-100
#200 95-100
Note—Use No. 4 sieve for determinat�on ot �'ncK pacKtlll as aescriDea in tnis main
paragraph, "Backfill."
When iha backfill gradakio� results ir� 85% or more material retained on khe No. 4 sieve, the backfil! wifl be
eonsidered rock bacl�ill, All Type QS backfill is eonsidered roek baekiill,
423
In atldikion to the requtremenfs far Type C5 select fill, the fraction finer fhan the No, 200 sieve must have a
Plasticity Index (PI) in accordance with Tex-�06-E not greater than 6.
Furnish Type 8S backfill for permanent walls; Type CS backfill for temporary walls; antl Type QS backfill for
areas of walls subject #o inundation unless otherwise shown on th� plans, or below the 100-year flood
eleuatian as noted on the plans.
Fwrnish backfill �eeting fhe req�irements of this Section but wi�h a maximum particle size of 3!4 in. when
nanmetallic or epaxy caated earth rainforcements are used.
2.4.3, Drainage Aggregate. Use d�ainage aggregate ta fill the vaid within concrefe bfock units an� irt the zone 1 ft.
behind fi�e units. Provi�e drainage aggregate that is free from organic or otherwise defeferlous materials and
that conf�rms io the gradation limits in 7able 3 as Tex-110-E determines,
Table 3
�raina e A re ate Gradation Limits
5ieve Size Percent Retained
1" 0
31�4" 25-50
'f 12" 50-100
#4 75-�00
2.4,4. Cement-Stabi[ized Backfill. Use cement-stabilized backfill when requiretl or as approve�. Stabilize
Type CS �ackfill with 5°/a hydraulic cement by dry weight of the backfill material. Use a stationary �lani to
thoroughly mix the backfill material, cement, snd water. Place and compact the backfl! wifhin 2 hours of
mixing. Provide special drainage provisions when cemeni-stabilized backfill is used, as shown on the plans.
2.4.5. �lectrochemical, Provide baekfill meeting ihe following additional requiremenfs for permaneni retaining wall
systems using galvanized metallic earth reinforcements;
�1 7he �H is between 5.5 and 10,0 as Tex-128-E tletermines.
o Resistivity is more than 3,400 ohm-cm as Tex-129-E determine5,
� Material with resistivity between 1,5p0 and 3,000 ohm-cm may be used if the chlaride content is less
than 10� ppm and the sulfate content is less than 20D ppm as Tex-620-J de#ermines.
Perform electrochemicaf iesting on the raw, unstabilizetl backfill materia! w�en cement-siabifized backfill is
used.
2.5, Earth Reinforcements. Furnish �arth reinforcements that meet the design r�quirements. Galvartize or
epoxy coa# all steel elements for permanent walls in contact wifi� sail. Epoxy coat in accordance with
ltem 440, "�teinforcemenf for Concrete," except provide a minimum 18-mil coating thickness. Epoxy caat fhe
reinforcing only when shown on the plans or as approved, Use connection hardware that is li�ewise
nonmetallic or epoxy coated when usirtg nonmetallie or epoxy caated earth reinforcemenfs.
3. CONSTRUCTIDN
3.1. General. Construct retaining walls in accordance wifh detaifs shown on tne plans, on the approved working
drawings, and to ffie pertinent requiremenfs of the following Ifems;
� Item 190, "Excavafion"
� Item 132, "Embankment"
� liem 400, "Exesvation antl Backfilf for Structures"
■ item 420, "Concrei� Substructures"
■ Ifem �58, uWaterproofing Membranes far Structures"
� Item 556, "Pipe Undertlrains"
Construct required pi[ing or drill�d shafts in accordance with the pertinent spacification.
a23
3.2, Options, When optional design details are shown on the plans, the Confractor is required to use the same
facing design within an area of continUous retaining walks.
Prnvide drawings for review indicating the propnsed design arrangement when proposing the use of 2 or
more systems,
3.3. Working Drawings, When pra�rietary wall systems are used for perman�nt or tamporary walls, submit
casting drawings, construction drawings, and design calculations bearing kY�e seal of a licensed professional
engineer for review and appraval following the Department's Guide fo �lectr'onrc Shop Drawing Submittal
process. llpon completiarr of consfruction, su�mit a set af reproducible as-built drawings,
3,3.1. Casting Drawings. Inclutle all information necessary for casting wall elements, including railing and coping
when prefabricated, Show shape and dimensions of paneis; size, quantity, and details of the reinforcing
steel, quantily, type, size, and details of conneciion and lifting hardware; and additional necessary details.
3,3.2. Construct�on Drawings. Include a numbered panel layout showing harizontal and vertical alignment af the
v�alls as uuell as the existing and proposed groundlines. Include all info�nation needed to erectthe walls,
including the propos�tl IevelEng pad eleva6ons; the type and details of ihe sflil reinforcing system (if
a�piicable); the detaifs and manufacfurer of all pads, fillers, and filter fabric; the limits and dimensions of
struciural backfill; deiails necessary to incorporate co�ing, railing, inlets, drainage, and elecfrical conduit; and
additional necessary tletails.
Leveling patl elevations may vary from the elevations shown on the plans. Provide at least 1 Ft, of cover from
the top of the leveling pad to finish grade unless a differ�nt minimum couer ar a speeified minimum leveling
pad elevation is shown.
3.3.3, �esign Calculations. Include calculatians covering t�e range of heights antl loading conditions on the
proj�ct. Calculations for both internal and external stability as described on the plans will be requ9red. Include
a summary of all design parameters used; material kypes, strength values, and assumed allawables; loads
and loading combinatians; and factar-of-safety parameters,
3.4. Permanent �IISE Wafis. �rade the foundation #or the structure level to a width equal or exceeding fhe length
of the reinforcing system. Per#orm proof rol{ing on retaining wall foundation area to identify any loose, so#t, or
unsuikable materials in accordance with Item 216, "Proof Rofling." Material not meeting a maximum rut depth
of i in. per pass af pneumaiic tire roller should cflntinue to be rolled or r�moved and replaced wi#h suitable
materiaL Pneumatic tire rolling will be �raived for portions of wall with a reinforcement length of 8'; far th�se
conditians proof rolling will be required with a smooth-wheeled vibratory roller or other approved roller,
Place drilEad shafts and piking focated within the NiSE volume before consfruction of the wall. Place any
required pipe underdrain before construction of the wall. Complete MSE wall canstruction before construction
af abutment caps and abuimeni wing walls. Completion of wa]Is antl abutment s�ould be in conjunction with
project phasing or ta allow for completion of walls that meets the �roper placement and compaction at
abutments.
Place the cor�crete I�veling pad as shown an the construction drawings. Provide a wood float finish, a�d wait
a minimum of 24 hr. befare beginning �anel erectian. No curing or strength testing of the leveling pad
concrete is requiretl.
5him the first row ofi panels as necessary to achieve carract alignment. lJse pEastic shims or okher material
that will not deteriorate. Remove and replace the leveling pad or provide a grout level-up as direeted if the
required shim haignt exceeds 1 in,
Place filter fabric behind the wall along the joint between the leveling pad and the �anels. Grout areas where
filier fabric s�ans more t�an 6 in. at leveling pad sfe�s.
423
Place and compaci fill material over khe feveling pad to an elevation even with or above the surraunding
grountl after backflling t�e first row of panels, Qo not allow water to accurnulate and sfand at ii�e 6ase of the
wal�.
Place filter fabric behind all wall joints and at the intersect�on of retaining walls with other struct�res, inclutling
riprap. Goverjaints at least 6 in. on each sid� and use adhesive to hald the filter #abric in place.
Exercise care w�ile fifting, setting, and aligning panels to prev�nt damage fo the panels. Discon#inue any
operafion that results in chipping, spalling, or cracking of panels, Remove and replace damaged panels, or
repair as approved by the Engineer.
Pravide external bracing for the inifial row of panela Use woaden wedges, c�amps., or other means
necessary to maintain position and stability of panels during placemant and com�action af backfill. Remave
woaden wedges as soon as the panel or coping above the wedged element is erected and backfilled.
Remove all wedges after completing the wall,
Review plumbness and position of eac� row of panels before placing the subsequeni row, Remove and
rebuild any �ortion of ihe wal[ ihat is out of tolerance. Modify pane[ batfer and bracing, and backfill makerial,
placement, and campaetion mefhods as required #o maintain wal[ folerances.
Canstruct walfs to a local vertical ar�d horizontal alignment folerance of 314 in, when measured along a 10-ft.
straightedge relative fa vertical and horizontal wall control line, Canstruct walls to an overall vertical tolerance
(plumbness fram top to bottam) of 112 in, per 10 ft. of wall height, Construct walis so the maxim�m offset at
any panel joint is between 3!8 in. ar�tl 314 in. an.d no joint is open to t�e extent the filter fabric is visible from
tl�e frank af fhe wafl.
Place hackfill to closely follow the erection of each row af panels. Place the sel�ct antl embankment backfill
ta the same elevation where passibls, and operate the campaction equipment over the interface. Do not
creaie a continuaus, distinct, vertical jaint between the seiecf and em�ankment backfill. Complete the
embankment after cons#ruction of the retaining wal.l.
Maintain the stabilify of the inierface area between the existing ground and the selec# fill when bui�ding a wall
against existing ground. Remave and racompact any material tha# loosens, caves, arfails.
Compaci backfill to provide at least 95°/o of density determined in accordanca with T�x-114-E. Field density
determination will be made in accordance with 7ex-115-�,
Spr+nkle backfill as required to ensure atlequate uniformly distributed moisture in each fift before and during
compaction. Place flll in lifts of 8 in. or less �loose measuremenf), Place fill in a manner t�at avoids
segregation af the fill. pecrease the lift thickness if necessary fo obtain the required compac#ion. Use Y�and-
operated ar walk-behind compac.tio.n equipment in ihe 3 ft. wide strip adjacent to tt�e wall panels. bo not
tlisplace panels or distort or damage the reinforcement systcm tluring compaction, Modify �ackfill material,
placement, and cor�pactio� methods as nacessary to meet density requirements while maintaining walf
tol�rances.
Place rock backfill or material the Enginees determines too coarse for densify tes#ing in accordance w'tth
Sectian 132.3.4.1., "Ordinary Campaction."
Place and campact t�e backfill to #he reinfiarcement level, af each earth reinfarcemeni fevel, before placing
the reinforcement. Place earth reinforcem�nts perpentlicular fo the face of the wall. Remove slack in
connectians befflre placing baekfill. Pre-tension each layer of reinforcement to remove slack before placing
�ackfil[ for systems t�sing nonmetallic earth reinforcements. lJse tlevices capable of inechanically applying
and holding f�e required #orce. Do Rot aperate tracked equipment directly on any reinforcemenf.
Caver the rock backfll with filter fabric before placing the 2 ff. of baektill immediatefy below th� pavement
structure ar top of wall wh�n roc4� backfill is used, Overlap the fa�rie af Isas# 18 in. af splices, and �xiend if
past the edge of the rack backfill af least 18 in. Use backfill that contains sufficienf fines to fill the voids in a
�23
co�npacted sta#e above the filter fabric. Placa a horizontal layer of filfer fa6ric as noked above when
transitioning from rock backfill to finer grained backfill anywhere within the wall vafume.
Preveni surface water or rainwater from damaging the retaining walls tluring construction, SE�ape the hackfifl
to prevent water frflm pontling or flowing an fha backfill ar againsi the wall face, Remove and replace any
portion of the re�aining wall damaged or moved out of tolerance by erasion, sloughing, or saturation of the
retaining wall or embankment backfill.
3.�. Temporary MS� Wal�s. Provide a facing system rigid enflugh to maintain a smooth and straight wall face
�okh tluring and after construckion,
Grade and campact khe fioundation for the structure as deseribed in Section 423.3.4., "Permanent MSE
Walls,"
Place earth reinforcemen# and facing system in accordance with the approved wor�Cing drawings. Backfill the
2-ft. zone immediately behind the facing with clean, coarse rock meeting the requirem�nts ofi Coarse
Aggregaie Grade 1, 2, or 3 of Item �421, "Hytlraulic Cement Concrete," or of Type �S �ackfill as described in
Section 423,2.4.2., "Select." Cement-sfabilized backfill as described in Section 423.2.4.4., "Cement-
Stabilized Backfill," may be used in place of the coarse rock.
Place and compact bac�ll in accortlance with Section 423.3.4., "Permanent MSE Walls."
Construct wall5 to a vertical and harizontal alignment iolerance of 3 in, when measured along a i0-ft.
straightedge. Construcf walls to an overall vertical tolerance {plumbness from top to bofkomJ of 2 in. per 10 ft.
of wall height, Place atljacent facing elaments sa fhe maximum nut-of-piane offsef at any facing element joint
is less than 1 in. Place facing elemer�ts and filter fabric with no gaps in the facing or fabric,
Preven# surface water ar rainwaterfrom damaging the retaining walls during and after construction. Place
tamporary berms or curbs, shape the backfill, nr use other approved methods to p�event urater from flowing
against or o+rer the wall face. Remave and replace any po�tian of the wall tlamaged or moved out of
tolerance by erosion, sfaughing, ar saturation af the retaining wall ar em�ankment backfill.
3.&, Concrete Block Retaining Wal1s. ihe concrete block units may be s.amp{ed and testetl by the Engineer
b�fore shipment or upon delivery to fhe canstruction site. Display for approval, samples of bfock units
indicating the colar, texture, and finish. Skore, transport, a.nd ha�dle all block units carefully to prevent
cracking or damage.
Grade and compact the foundafion for the structure, and place the leveling pad as described in
Seciion 423.3.4., "Permanent MSE Walls."
Place the cancreie block facing units in accordance with the approvetl working drawings. Fi[I the vaids wiihin
the units and fill the 1-ft. zone immediately behind the facing with drainage aggregate as descrihed in
Section 423.2.4.3,, "Drainage Aggregate," Sysfems Eested without unit fill may omit the fil{ as indicated on the
approved drawings. 5ystems with approved fiiter fahric deiails may omit the drainage aggregate in the 1-ft.
zane immetliat�ly behintl the facing.
Place reinforcements and backfill far walis using earth reinforcem�nfs in accordance with the reguirements of
Section 423.3.4.,'"Permanent �11S� Walls:' Pay particular attention to the connection details of the earth
re9nforcements ta the concrete black units,
Construct walls ta a ver#ical and horizonkal alignment toierance of 1-112 in, when measured alang a 9fl-fk.
skraightedge. Construct walls to an overall verkical tolerance (deviation from the vertical or battered canfro[
line, tap to bottom) of 1 in. per 10 feet of wali he9ght. Place adjacent facing elements so fhe maximum out-of-
plane offset at any fac9n� element joint is less than 1 in, Placa facing elements wikh maximum 114-in. ga�s
be#ween block units.
423
�revenf su�face water or rainwater from damaging the retaining walls during construction. Shape the backfill
fa prevent wafer from ponding or flowing an the backfill or against the wall face. Remove and replace afl
portions of the retaining wall damaged or moved aut of tolerance by e�rosion, slo�gF�ing, or saturation of the
retaining wall ar ambanlcment backfill.
4, M�ASUR�M�NT
This Item will he rtteasured by t%e square foot of the fronf surface area of the wall, Unless otherwise sY�awn
on the �lans, the area will be measured from 1 ft, belaw fimshed grade of the ground line on the face of the
exterior wall io the top o€ the wall including any coping required (not including railiRg}.
7his is a plans quantify measurement Item. The quanfity to be paid is the quantity shown in the proposal
unless motlified by Article 9,2., "Plans Quantity Measurement," Additiona] measurements or calculations will
be made if atlj�stmenfs of quan�ities are required,
5. PAYM E N'T'
7he work perfarmed and materieis furnished in accordance with this Item and measured as provided under
"M�asuremertf" will be paid for at the unit price bid for'Retaining Wails" of tha type or special surfac� finisi�
specified, This price !s fufl compensatior� far excavatian in back of retaining walls and fnr footings; furnishing
ar�d placing footings, Ievefing pads, copings, and traffic railing foundations; furnishing, placing, and
compacting backfill (except in embankment areas), including cement for stabilFzation; proof rolling; furnishing
and placing concrete, reinforcing steel, waterp�oofing material, filter material and dra�n pi�e, joint materiaf,
water stop, and fifter fabric when req�ired; fabricating, curing, arrd fin'ishing all panels; furr�ishing and placing
earth reinforcement, aneharage systems, and fasteners; wall erection; ar�d equipment, labor, tools, and
ineidentals.
Refaining wall backfill areas tha# are also in embankment ar�as will be considered part of fhe quantities
measured and paid for under Ifem 132, "�mbankment."
When drilled shaf�s are requiretl, they w�ll be meas�red and paid fo.r a5 specified in Item 416, "�rilletl Shaft
Foundations," When piling is req�ir�d, it will be measured and paid for as specified on the �lans for pilin� of
the appropriate type.
546
It�r� �06
�et�parary Erosion, 5ed�m�ntati�n,
and En�ironrr��n�al �on�r�ls
1. D�SC�I��'�ON
2.
_�
Fexas
fleparimer+t
o!' Trartsportaffdn
Install, mair�tain, and remove erosion, setlimentation, and environmental control measures ta prevent or
raduce the discharge of �allutants in accordance with the 5torm Water Polfution Preventian Plan (SWP3) on
the plans and #he Texas Pnllutant �ischarge E{imination System (TPDES) General Permit TXR154000.
Control measures are defined as Best Management Practices used to prevent ar reduce the discharge of
pollutants. Control measures include, buk are not limited to, rack filter dams, temporary pipe slope drains,
tem�orary paved flumes, consfruction exits, earthwaTk for erosion control, pipe, construction perimeter #ence,
sandbags, temporary sediment control fence, biodegradable erosion cantrol logs, ve�tical traciang, temporary
or permanent seeding, and other measures. Erosion and sediment control devices must be selected from the
Erosron Confro! Approved Praducts or Sediment Coniro! Approved Products lists. Perform work in a manner
ta prevent degratlation of receiving waters, facilitate praject construction, and comply with applica6le federal,
state, and focal regulations. Ensure the installation and maintenance of control measures is perfarmed in
accorc��ce +�th the m�nufac#urer's or c�s�gn�s �cif�catio�s,
�rovide the Confractor Certification of Compliance before performing SWP3 or soil d9sturbing activities. By
signing the Contractor Certification of Campliance, the Contractor eertifles they have read and undersfand
the rsqu�rements appiicable to this project pertaining to the SWP3, the plans, and fhe TPDES General Permit
TXR150D00. �`he Contracior is responsible for any penalties assnciated with non-perfarmance of installation
ar mainte�ance activities required #or compliance. Ensure the most current ve�sion af the cerfificate is
executed far this project.
MA�'�RIS�S
Furnish materials in accordance with the foflowing:
�1 l�err� t�i, "Cart�post,n
�n �terr3 43�, "Riprap," and
r� ltem a56, "�i�e ilnd�rdta9n� ,�
2.1. aock Filter Qams,
2.1.1.
Aggregate. �urnish aggregate with approvetl hartlness, dura�ility, eleanliness, and resistance to crumblir�g,
flaking, antl �roding. Provide fhe following:
�u Ty�pes �, 2, and � Rock Fifter Qams. Use 3 ta 6 in. aggregate,
�p Type 3 Rnck Filter Dams. Use 4 ka 8 in, aggregate.
2.1.2. Wire. Provide minimum 20 gauge galvanized wira for the steel wire mesh antl tie wires for Types 2 and 3
rock filter dams, Type 4 dams require:
■ a double-twisted, hexagonal weave with a nominal mesM o�ening af 2-112 X 3-114 in.;
�E minimum 0.0866 in. steal wire for nelting;
�u min9mum 0.1 Qfi3 in. steel wire �or selvages and carners; and
� minimum 0.0866 in. for binding or tie wire.
2.1.3, Sandhag Mater�al. Furnish sandbags meaiing Seciion 505,2,$,, "S�7d�ags," exeept tha# ��y gt�da�on of
aggregate may be used to fill tE�e sandbags.
5U6
2.2. Temparary Pipe Slape prains. Provid� corrugated metal pipe, palyvinyl chloride (PVC) pipe, flexible tubing,
watertight connection bantls, grommet materiafs, prefabricated fittings, and flared entrance sactions that
confarm fo the plans. Recycled and ofher materials meeting these requirements are allawed if approved.
Furnis� co�crete in accorc�nce with i tem 4�2, n�2iprap.°
2.3. Temporary Paved Flumes. Furnish aspf�alt c4ncrete, hydraulic cement concrete, or at�er eomparable
non-eradible material that conforms Eo the plans. Provide rock or r�bble with a minimum diamet�r of E in. and
a maximum volume of 112 cu. ft. fnr the canstructian af energy dissipaters.
2,4. Consfruction Exlts. Pravide materials thaf ineet the tletails shown on the plans and this Section,
2.4.1, Rock Const�uction Exit, Provide crushed aggregate for long- and short-term construction exits, Furnish
aggregates #hat are clean, i�artl, durable, and free from adherent coatings s�ch as salt, alkali, dirt, clay, loam,
shale, saft or f�aky materials, antl organic and injurious matter. Use 4- to 8-in, aggregate for Type 1, Use 2- to
4-in, aggregate for Type 3.
2.�.2, Timber Construction Exit. Fumish �lo. 2 qua[ity or beiter railroad ties and timbers for long-#erm canstruction
exits, free of large and loase knots and treated to control rot, Fasten fimbers wifi� nuts and balts or lag balfs,
of at least Z12 in, diameter, unless otherwise shawn on the plans or allowed, Provide plysnrood or pressed
wafer board at least 1!2 in. thick for shor#-term exits.
2.�.3. Faundation Caurse. Provide a fountlation caurse cansisting of ffexible base, bituminous cancrete, hytlraulic
cement c.�ncrete, or other materials as showr3 on the plans or directed,
2,5. �mbankment for Erosion Contral. Provide rock, loam, clay, topsoil, or oiher earth makerials that will form a
stable embankment to meet the intended use.
2.6. Pipe. Provide pipe outlet material in accortlar�ce with Item �6, "#'ipe EJ�derd�a�ns," a�d tiefa€1s shawn on khe
plans.
2,7. C�nstruckion �erimeter Fence,
2.7.1. Posts. provide essentially straight wood or steel posts that are at least 60 ln. long. �urnish soft wood posts
with a minimum diameter of 3 in., or use nominal 2 x 4 in. boards. Furnish hardwood posts with a minimum
cross-sectian of 1-9l2 x 1-115 in. Furnish T- or L-shaped steel posts with a minimum weighf of 9.25 Ib. per
fao#.
2.7,2. Fence. Provide orange constructian feneing as approved,
2.7.3. Fence Wir�, Provide 14 gauge ar larger galvanized smaoth or twisted wire. Provitle �6 gauge or Iarger tie
wire.
2.7.4. F[agging, Provide brightly-colored flagging that is fade-resistant and at leasf 314 in, wide to provide
maximum visibility both day and night,
2.7.5. Staples, Provide staples with a crown at least 9!2 in. wide and legs af least 112 in. long,
2.7.6, llsed Ma#erials. Previously used materials meet€ng the applicable requirements may �Oe used if approved.
2.8. Sandbags, Prnvide sandbag material af polypropylene, palyethyfene, ar �olyamide woven fabric with a
minimum unit weight of 4 oz. per square yard, a Mullen burst-sfrength exceeding 3D0 psi, and an ultraviolet
stability exceeding 70°/0.
Use nafural coarse sand or manufactured sand meeting fhe gradation given in Table 1 to fill sandbags. Filled
sandbags must be 24 to 30 in. long, 16 to 18 in, wide, and 6 to 8 in. thick.
506
Table 1
Sand Gradatian
Sieve Size Retained % 6 Wei ht
#4 Maximum 3°/a
#'ifl0 Niinimum 80%
#200 Mlnlmum 95°/a
Aggregate may be used instead of sand for situations where sand6ags are noi adjacent to traffic. The
aggregate size must not exceetl 318 in.
2.9. T�mparary Sediment Gontrol Fence. Provitle a net-reinforced fence using waven gea-textile fabric, LogoS
visibfe to t�e traveling public v�ill not be allowed.
2.9.1, Fabric. Pravide fabric materials in accordance with DMS-623�, "'Campo�ry Sedrmen� �at�trol �'artc� �ab�ic."
2.9,2. Posts. Provide essentially �traight wood or steel pasfs with a minimum Iength of �8 in., un�ess akherwise
shown on t�e plans. Furnish s�ft wood posts at least 3 9n. in diameter, or use nominal 2 x 4 in. boards.
Furnis.h hardwood posts wiih a minimum cross-section ofi 1-112 x 1-112 in. Furnish T- or L-shaped steel �osts
with a minimum weight of 1.25 Ib. per foat.
2.9,3. Net Reinforcemeni. Provide net reinfarcement of af least 12.5 gauge {SWG) galvanized welded wire mesh,
with a maximum opening size of 2 x 4 in., at least 24 in. wide, unless otherwise shawn on the plans.
2.9.4, Sfaples. Provide sfapies with a crown at least 314 in, wide and fegs 112 in. long.
2,9.5. l]sed Materials. Use recycled material meeting the applicable �equiraments if approved.
2.10. Biadegradable Erosifln Control Logs.
2.10.1, Core Material. Furnish core material that is biadegradabie or recyclable. lJse composf, mufc�, aspen
excalsior wootl fibers, chi�ped site vegetation, agricultura! rice or wheat straw, coconut fiber,100%
recyclable fibers, or any ofher acceptable matarial unless specifically called o�t on the plans. Permit no mnre
than 5% af the material to escape from the cflntainment mesM. Furnish compost meeting ihe requirements of
Item 161, �Campost,"
2.1D.2. Containment Niesh. Furnish containment mesh �hat is 100°/v biodegrada��e, photodegradable, or recyclabfe
such as ��rlap, twine, UV photadegradable plastic, pofyester, or any other acceptable material.
Furnish biodegradable or photodegratlable confainment mesh when log will remain in place as part of a
vegetative system.
Furnish recyclable containment mesh far tamporary installations,
2.10.3, Size. Furnish biodagradable erosion control logs with diamekers shown on the plans or as directed. Stuff
containment mesh der�sely so logs da not deform.
3. QiJAC�I�`ICATI�NS, TR,4�NINC, ,4N� �MPLOYEE R�QU[R�M�NYS
3.1. Cantractor Respansible Person Environmental (CR��j Qua[ifications and Respansibilities. Provide
and designate in writing at the preconstructi4n conference a CRPE and afternate CRPE who have overall
responsibility for the storm water management program. 7he CRP� will implement storm water and erosion
contro! practices; will oversee and observe storm wat�r cantrol measure monitaring and management; will
monitor the prnject s9te daily and �roduce tlaily monitoring r�ports as long as there are BMPs in place or soil
disturbing activities ar� evident to ensure compliance with the SWP3 and TP[��S General Permit
TXR150040. During time suspeRsians when work is not occurring or an epntract non-work days, dally
inspeciions are not required �nless a rain event has occurred, The CRP� will prnvide recommendafions an
how !a irnp�ve fhe efiec�vanes5 oi co�trof �eas�res. Aiter�d �he p�ar#r�enE's preconsfructian e�rtfere�ce
�os
for f�re pra}eGt, �nsur� t�ai��r� is oomp€eted as fde,�tlfied in Sec�on �0�.�,3„ .�T���ing,° �ry all applieabl�
personn�l be�are employees work on the praject. Document and submit a list, signed by the CRPE, of aU
applicable Contractor and subcontractor emplayees who have complet�d the training. Inc�ude t�e
e�p�ay�'s i��me, the iraining cvurs� name, and �at� ih� �mploy�a �a�p��ted �he tr�ining �'rouide �he
mosf curreni list at the preconstruction conference or before SWP3 or soil disturbing activfties. LJp�at� #he list
as needed and provide fhe updated fist when updated.
3.2. Contractnr Superinte�dent Quali#icakions and Responsibilities. Pravide a superintendeni that is
competeni, �as experienca with and knowledge of storm water management, and is knowledgeable of the
requirements and the conditians ofi the TPDES �eneral Permit TXR150000. The superintendent will manage
and oversee the day to �ay aperations and activities at th� project sife; work with the CRP� to provide
effective storm water management at the projecf site; represent and act on �ehalf of the Confractor; and
atter�d t�e �e��rt�e�t's �recai'+struction t�o+7ferer�ce fo�r the �ra�ect.
3.3, Trafning, Afl Contractor and subcontractdr employees involved in soil disturbing ackivities, sma11 or large
structures, starm water control measur�s, and sesding activities must complete training as prescribed by tk�e
�epartment.
4. co�srRucr�o�a
�,1, Contractor Responsibi[iiies. Implemenf the SWP3 far the project site in accordance with the plar�s and
specificatians, TPDES General Permit TXR150000, and as direcf�d, Coordinate s#orm water management
wiih all other wark an the projecf, Qeveiop and implement an SWP3 for project-specifc material supply plants
wit�in and autslt� of the C���rfmani's rfghf af +�ay in �ecardanca wiih the s}aec�fic nr �n�ral storm water
permit requirements, Prevent water pollution from storm watsr associated with construction activity fr�m
entering any surfac� wat�r or priwafe prnperfy on or adjacenf to the project site.
4,2, Implementation. The CRPE, or alternate CRPE, must be accassible by phone and able to respand to
project-related storm water management or other environm�ntal emerger�cies 24 hr. per day.
4.2.1. Commencement. [mplement fhe SWP3 as shown and as directed. Contractor-pro�nsed recommendations
for changes will 6e allowed as.approved. Conform to the established guidelines in the 7PDES General
Permit TX�t15Qa00 to mal�e changes. Do not implement changes until appcaval has been received and
changes have been incarporatad into the plans. Minor adjustments to meet field conditians are allowetl antl
will be recarded in fhe SWP3.
4,2_2, Phasing. Itnplement control measures befare the commencemeni nf activities that result in soll disturbance,
Phase and minimize the soil tlisturbance to the areas shQwn on the plans. Coardinate temporary control
measures wifh permanent contral meas�res and a�l other work activities on ��e p�ojeet to assure �conomical,
effective, safe, and continuo�s v�rater pollution prevention. Provide control measures t�at are appropriate to
the construciion means, methads, and sequer�cing allawed �y the Contract, �xercise precaution throughout
the ]ife of the project to prever�t poflution af ground waters and sur€ace waters. Schedule antl perform
dearing and grubbing aperations sa that stabifization measures will follow immediately ti�er�after if project
conditions permik. Bring all grading sections to fna] grade as soon as possible and implement temporary and
permanent eanfrol measures at the earliest time possible. Implemenf temporary control measures when
required by khe TPBES General Permit TXR150000 or otherwise necessitafed by project conditions.
bo not prolong final grading and shaping. Preserve vegetation wh�re possible throughaut �e praject, and
minimize clearing, grubbing, and excavatian w�t�in stream banks, bed, antl approach s�ctions.
4.3, General.
4.3,1. Temporary A[teratians or Control Measwre Remaval. Altering or removal of control measures is aflawed
when contral measures are restored within the same wnrlcing day.
546
4.3.2. Stabilizatiar�. Initiate stabilization far dist�rbed areas na mare than 14 days after fha construction activities in
that portian a# the site have tempnrariiy or permanently ceased. �stablish a uniform vegefative cover or use
anofher stabilization practice in accordance with the TPD�S General Permit TXR1 �0000.
4.3.3. Finished Work. Remove and dispose of all temporary contr4l measures upon acceptanca af vegetative
cover or other stabilization practice unless ot�erwise direeted. Complete snil tlisturbing acfivities and
establish a uniform pe�ennial vegetafive cover. A praject will nat be considered for acceptance until a
vegetative cover af 70% density of existir�g adjacent undisturbed areas is obtained or equi�ralenk permanent
s�abilization is obtained in accordance with the 7PQ�S General Permit TXR150000, An exception will be
allowed in arid areas as defined in fhe TPDES General Permit TXR150000.
4.3.4, Restricted Acti�ities and Required Precautions. �o not discharge onto the grnund or surface waters any
poflutants such as chemicafs, raw sewage, fuels, lubricants, coolants, hydraufic ffuids, bikumens, or any other
petroleum pratluct. Operate and maintain equ9pment on-site to prevenf actual or potential water pollution.
Manag�, control, and dispose of litter on-site such that no adverse impacts to water quality occur. Prevenf
dust from creating a potential or actual unsafe conditian, public nuisance, or condition entlangering the value,
utility, or appearance of any property. Wash out concrete trucks only as described in the TPDES �eneral
Permit TXRi 50000. Use appropriate cantrols to min9mize t�e vffsite transport of suspended sediments and
other pollutants if it is necessary ta pump or ehannel standing water {i.e., tl�watering). Prevent discharges
thai wnultl contri�ute to a violation of �dwards Aquifer Rules, wa�er quality stantlards, the impairment of a
listed water body, ar other state or federal law.
4,4. Installation, Maintenance, and Remaval Woric. Perform work in accordance with the 5Wp3, according to
manu��;ctu���s' guit�elirt�s, a�d !n aceorda�ce witi� th� �'i�d�S �en�rall��rm�t TXR9500t10. Install and
maintain the integrily of temporary erasion and sedimentation confrol de�ices ta accumulate sikt and debris
until soil disturbing activities are completed and permanent erosion control features are in place ar the
disturbed area has been atlequately stabilized as approved.
7he Deparfinent will inspect and document the condition of the cantrol measures at the frequency shown on
the pfans and wi[I pravide fhe CQnsfruction SWP3 Fieltl Inspection and Maint�nance Reports to the
Confracfor. Make corrections as snon as possibfe be#ore the next anticipated rain event or within 7 calendar
days after being able to enter the worksife for each control measure. The only acceptable reason #or not
accamplishing the correciions with the time frame specified is when site conditions a�e "Toa 1Net to Wa�c."
Take immediafe action if a correction is deemed critical as dir�cted. When correcfions are nat made within
the esta6lished time frame, all work will cease on fhe project and tim� charges will continue while the contr�l
measures are brought into compliance. Comm�nce work once the �n�ineer reviews and documents the
project is in compliance. Comme�eing work does not release the Contractor of the liability for noncompliance
of the SWP3, plans, or TPDES General Permlt TXR15000Q.
The �ngineer may limik the distur6ed area if the Cantractor cannok control soil erosion and sedimentakion
F�sul�ng f�am t[�� C���actot's o�era#ians, Imp1��e��t �dditiar�ai can�rals as c�r'ac#ed,
Remove devices upon approval or as directed. Finish-grade and dress the area upon removal. Sfabifize
disturbed areas in accordance with fhe permit, and as shflwn an the plans or directed. Materials removed are
cansidered consumed by the praject. Retain awnersf�ip of stockpiled material and remove it fram the project
when new installations or replacements are no longer required,
4.4.1. Rock Filter Dams for �rasion Control, Remove trees, brusE�, stumps, and other ofojectionable materia! t�at
may interfere with the construction of rock filter tlams. Place sandbags as a foundation when required or at
the Cont�a�.ar's opti�n.
Place the aggregate to the lines, height, antl slop�s specified, wifhout undue voids #or Types 1, 2, 3, antl 5.
Place t�e aggregate on the mesh and fhen foltl the mesh at the upstream side over the aggregate and
secure it to itself on the downstream side with wire ties, or hog rings for Types 2 and 3, or as directed. Place
rock filter dams perpe�dicular to the fEow of fhe strea�i or channel unless otherwise directed. Construct filter
dams according to the foilowing criteria unless othenuise shown an the plans:
3os
4.4.1.1. Type 'f (Non-Reinforcedj.
o Height. Af least 1� in, measured vertically from existing ground to to� of filter dam,
�u 7ap Width. A# [�ast 2 ft.
� S[opes. No steeper than 2:1.
4,4.1.2. Type 2 (Reinforced).
� Height. At least 18 ir�. measured verkically from existing ground ta to� of filter dam.
0 Top V1lidth. P,k least 2 ft.
■� Slopes. No skeeperthan 2:1,
4.4.�.3. Type 3 (Reinforcedj.
��leight. At least 36 i�. measuretl vertically irom existing graund to top af filter dam.
■�op Width, At least 2 ft.
� Slapes. No steeper than 2:1.
4.4.�.4, Type 4(Sack Gabions), Unfold sack gabians and smooth out kinks antl bends. Gonnect fhe sides by lacing
in a single loop�double loop pattern on 4- fo 5-in. spacing for vertical fil[ing, Pull the end lacing rod at one
end until iight, wrap araund the end, and twist 4 times. Fill with sfone at the filling end, pull the rod tight, cu#
fhe wire with approximately 6 in. remaining, and twisk wires 4 times.
Place fi�e sack flaf in a filling trough, fill with stane, connect sides, and secure snds as describsd above for
horizonfal filling.
Lift an� place without tlamaging the gabion. Shape sack gabions to existing co�tours.
4.4.1.�. Type 5. f'rovide rock filter dams as shown on the plans.
4.4.2. Temporary Pipe Siape Drains. Install pipe with a slope as shawn on the p€ans or as directed. Construct
embankment for the drainage system in 8-in. li€ts to the required elevatinns. Hand-tamp the soii around and
�nder the sntrance section to the tap of the embankmenf as show� on the plans or as directed. Form the top
of fhe embartkment or earth dike over the pipe slope drain at leasf 1 ft. higher than the top of the inlet pipe at
alf paints. Secure the pipe wiih holtl-downs ar hold-tlown grommets spaced a maximum oE 10 it. on center.
Gonstruct the energy dissipaters or sediment traps as shown on the plans or as directed. Construct the
sa�itr�nt frap us�ng cancrete or r��le �ipr�p in accarda�c� v�i#� ikem �32, "�iprap," �en desic�nate.d on tkte
plans.
4.4,3, Temporary Paved Flumes. Canstruct paved flumes as shawn or� the plans or as directed. Provide
excavation and �mbankment (including compaction of the s�hgradeJ af material to the dimensions shown an
the plans unfess otherwise indicatetl.. Inst�ll a rock or rubble riprap energy dissipafer, constructed fram the
materials specified abave, to a minimum depth of 9 in. at th� flume outlet to the limits shown on the plans or
as directed.
4,4.4. Construction .Exits. Prevent traffie from crossing ar exiting the construction site or moving directfy onto a
public roedway, alley, sidewalk, patking area, or other right o€ way areas other than at the location of
construc#ian exits w}�en tracking conditions exist. Canstruct exits for either long- or short-term use.
4.4.4,1. Long-Term. Place the exit over a foundation cour�e as required. Gratle the foundation eourse or compacted
subgrade ta direct runoff from the consttuction exits to a sediment trap as shown on f�e plans or as direcfed.
Construct exits with a widfh of at least 14 ft. for one-way and 20 ft, for twa-way traffic for the full widfh of the
exit, or as directed.
4,4.4.1.1, Type 1. Consfruct to a dept� of at least 8 in. using crushed aggregate as shown on the plans or as directed.
4,4.4,1,2. Type 2. Construct using railroad ties and timbers as shown on fhe plans or as directed,
sos
4.4.4.2,
�.4.4.2.1.
4.4.4.2.2.
4.4.5,
Short-ierm,
Type 3. Construct using erushed aggregate, plywoad, Qr wafer board, This type of exit may be used for daily
oparatians where long-term exits are not practical.
Type 4. Construct as shown on the plans or as directed.
Earthwork for Erasion ControL Rerfarm excavation and em6anlcment operations to minimize erosion and
to remova collee#ed 5ediments from other erosion control devices.
4.4,5,9. Excavatian and Ernbankment for Erosian Control �eatures. Place earth dikes, swales, or combinations
ofi both along ihe lour crov�n of daily lift placement, or as directed, t4 prevent runoff spillover. Place swales
and dikes at ather lacatians as shown on the plans or as directed #o prevent runoff spillover or to divert
runoff. Construct cuis with the ]aw end bincked with undistur�ed ea�th ta prevent erosion af hills9tles.
Const�uct sediment traps af drainage str�ctures in conjunct9on with other erosion control measures as shawn
on the plans or as directed.
Crea#e a sediment basin, where required, providing 3,6pQ cu, ft. of storage per acre drained, ar equivalent
control measures for drainage lacatians thai serve an area wifh �0 or more disturbatl acres at one time, noi
including offsite areas.
4.4.�.2,
4.4.6.
4.4.6.�.
4.4.6,2.
4.4.fi.3,
Exca�ation a� Sediment and pebris. Remove sediment and debris when accumufation affects the
performance of ti�e tlevices, after a rain, and when directed.
Construction Perimeter Fence. Construct, align, and locate fenc�ng as shown on the plans or as directetl.
lnstallation of Pasts. �mbed posts 18 in. deep or adequately dnchor in rock, with a spac9ng of 8 to 10 ft,
Wire Aitachment, Attach the top wire fo the posts at least 3 ft. from the gra�nd. Attach the lower wire
midway between the ground and the top wire.
Flag Rttachment, Attac� flagging ta both wire strands midway �etween each past. Use flagging at least
18 in. fong. Tie flagging to the wire using a square knot.
4,4.i, Sandbags for �rasion Control. Canstruct a berm or dam of sand6ags that will inkerce�t sediment-laden
storm water runoff from disturbed areas, create a retention pond, dstain sediment, and release water in sheet
flow. Fil! eaeh bag with sand so that at least the top 6 in. of the bag is unfilled to allow for praper tying of the
open entl. Place t�e sandbags with their tied �nds in the same direction. dffset subsequent rows of
sandbags 112 the length of ihe preceding ror�. Pla�e a single layer of sandbags dawnstream as a secondary
debris krap. Place additional sandbags as necessary or as directed far supplementary supporf to ber�ns ar
dams of sandbags ar earfh,
4.4.8. Temporary Sediment-Control Fence, Provitle t�mporary sediment-control fence near the downsfream
perimeter af a disturbed area to interce�t sediment from sheet flouu. Incorporate the fence inta erosion-cantrol
measures used to control setliment in areas of higher flow. Install the fence as shown on the plans, as
specified in this Section, or as directed,
4.4.8.1
4,4.8,2
4.4.8.3.
lns#allation of Posts. Embetl posts at least 18 in, deep, or adequately anchor, if in rock, with a spacing af 6
to 8 ft. and install on a slighf angfe toward the runoff source.
Fabric Anchoring. Dig trenches along the upf�ill side of the fence to anchar 6 to 8 in. of fabric. Provide a
min'imum tr�nch cross-section of 6 X 6 in, Place the fabric agai�st the side of the trench and align
approximately 2 in. o# fabric along the bottom in the upstream directian, Backfill khe trench, then hand-kamp.
�abric and Net Reinforcement Atfachment. Attach the reinforcement to wooden posts wifh staples, or to
steel posts with T-clips, in at ]eas# 4 places equally spaced uniess otherwise shown on the plans. Sewn
�a6
vertical pockets may be �sed ta attach reinforcement to end posts. Fasfen fhe fabric ta the top strantl of
reinforcement by hog rings or cord every �5 in. or less.
4.4.8,4. Fabric and Net Splices. Locate splices at a fence posf with a minimum lap of 6 in, at�achetl in at least
5 places equally spaced unless otherw�se shown on the plans. Do not locate splices in concentrafed flow
areas.
Requirements For installation of used temparary sediment-control fence include the follawing�
� fabric with minimal ar no visible s�gns of �iddegradation (weak fibers),
■ fabric without excessive patching (more than 1 patch every 15 to 20 ft.),
■ posts v�rithaut bends, and
� backing without hales.
4.4.9. Biodegradabl� Erosion Confrol Lags. �nstall biodegradable erosion co.ntrol logs near the downstream
perimeter of a disturbed area to intercept sediment from sheet flow, Incorporate the biodegratlable erosian
cantrol logs into the erosion measures used to control sediment in areas of higher flow. Install, align, and
locate the biodegradahle erasion control logs as specifietl below, as shown on the plans, oras directed,
Secure biotlegradable erosion control logs in a methad ad�quate ta �revent displacement as a result of
normal rain �vents, prevent damage to the logs, and as approved, such that flow is not allowed under the
logs, Temporarily removing and rep[acing biotlegradable erosion Iogs as to facilitate daily work is allowed at
t� Cnn�r�ct��'s ��e�se,
4.4.10. Vertical Tracking, Perform vertical krackin� on slopes to temporarily siabilize soil. Provide equipment with a
treck undercarriage capable af producing a tinear soil impressitin measuring a minimu� of 12 in. long x 2 to
4 in. witle x�12 ta 2 in. deep. Do not exceed Z2 in. between tracfc impressions, lnstall continuous linear track
impressions where the 12 in. length impressions are perpendicular to the slo�e. Verfical tracking is required
on projects where soil dist�rbing activities have occurred unless ot�ervdise approvetl,
4,5, Mnnitoring and Documentation. Monifar the cor�trol rneasures an a daily basis as long as there are BMPs
in placs an�/or soil disturhing acfivit�es are evident to ensure campliance witi� the SWP3 ar�d TPDES
General Permit TXR150040. During fime suspensions wi�an work is not accurring or cantract non-work tlays,
daily inspections are not required unless a rain event f�as occurred. Manitoring w�li consist of, but is nat
limited to, observing, inspecting, and documenting site locations with control measures and diseharge points
to provitle maintenance and inspection of controls as described in the SWP3, Keep written records af daily
mor�iioring. Document in fhe daily moni#oring reporC fhe control measure condition, ihe date of inspection,
required corrective actions, responsible person for making the corrections, and fhe date corrective actions
were completed. Maintain records af all monitoring reparts at the project site or a# an apprave� pface.
Provide copies within 7 days, Tnge�er, t�e GRP� a�d an �ngina�r's rep�esentative +�!! catr�lete the
Construction Stage Gate Checklist on a periodic basis as directetl.
�. M�ASUR�MENT
5.1. Rock Filter Dams. Installation or removal of rock filter dams wifl be measured by the foot or by the cubic
yard. The measure� volume wi�l include sandbags, when used.
5.1.1, Linear hl�easurement. When rock filter dams are measured by the foot, measurement wil� be along the
centerline of th� tap of the dam.
5.i.2. Volume Measurement. When rock filter tlams are measured by the cubic yard, measurement wifl be based
on the volume af rock camputed by the methad of average end areas.
5.�.2.1, [nstallation. Measureme�t will be made in final positEon.
5.1.2.2, Remo�al. Measurement will be matl� at the point of removal.
�a6
5,2. 7emporary Pipe Slope Drains. 7emparary pipe slope drains will be measured by the foot.
5.3. Temporary Paved FlUmes, Temparary paved flumes will be measuretl by the square yard of surface area.
The measured area will include the energy dissipater at the flume oufl�t.
5.4, Cons#ruction �xits. Construcfion exits will be measured by the square yard of surface area.
5.�. Earthwark for �rosion a.nd Sediment Cantrnl.
5.5,1. �quipmenf and Labor Measuremen#. Equipment and labor used wil[ be measured by tite acival num�ef of
hours the equipment is operated and the �abor is engaged in the work.
5.5.2. Valume Measurem�nt.
5.5.2,1. In P[ace.
5.5.2.1.1. Excavation. �ccavation will be measuretl by th� cubic yard in its original position and the volume computed
by the met�od of average end areas.
5.5.2, �.2, Em6ankment. Embankment wil� be measured �y the cubic yard in its final position by the method of auerage
end areas, The volume of ernbankment will be determir�ed between:
� the original ground surfaces or the sur�ace upon that the embankment is to be constructed far the
feature and
■ fhe lines, grades and slopes o� the accepted embankment for the feature,
5.5.2.2.
cubic yard in vehicles at the
paint of removal. Embankment will be measured by #he cubic yard in vehicles measured af khe point of
delivery, Shrinkage or swelling factars will not be cansidered in determining the calculated quantities.
5,6, Construction Perirneter Fence. Construction perimeter fence will be measured by the faot.
5.7. Sandbags for �rosion Con#ro�. Sandbags wip be measured as each sandbag or by the foot along t�e top of
sandbag berms or dams.
5,8. 7emporary Sediment�Cantra[ Fence. Insfallation or remorta[ of temporary sedimenf-eontrol fence wiil be
measured by khe foot.
5.9. Siodegradable Erosion Control Logs. installation or remaval of biodegradabfe erasion control logs will be
measured by the foot along the cenferline of the top of the confrol Ings.
5,1Q. VerEical Tracking. Vertical tracking wil] nof be measured or paitl for dir�ctly but is considered subsidiary to
this Item,
6. �AYM�NT
7he following will not be paid for directly but are subsidiary to pertinent Ifems;
� erosion-corttrol measures for Confracfor projact-specific Incations (PSLs) inside and outside fhe right of
way {such as constr�c��on and haul roads, field affices, equ[pment and suppiy areas, planks, and
maierial sources);
� remova{ of litter, unless a separate pay item is shown on the plans;
� repair to devices and feafures damaged by Confiractor operations;
� added measures and maintenance nesded due to negligence, carelassness, lacfc of mamtenance, and
failure to install �ermanent controls;
9
50fi
I� removal and reinstallation of devices and features needed for the convenience of the Confractor;
■ finish grading and dressing upon remaval af fhe device; and
■ minor ad�ustmenis including but not limited to pfumbing posts, reattaching fabr�c, minor grading to
maintain slopes on an erosian �mbankment feafure, or moving small numbers of sandbags.
Stahilizatian of disturbed areas will be pai� For under pertinent Items except vertical tacking which is
subsidiary,
Furnishing and ins#alling pipe far outfalls associated with sediment traps and ponds will not be paid for
directly but is subsidiary ta the excavation and �mbankmen� under this Item,
6,1. Rock Filter I�ams. The work performed antl maferials furnished in accordance with this Ifem and measured
as provid�d un43ar "Measur�me�7#'' wiil b� �a's� #or at #he unit pt�c� bid as foll��s,
6.1. �. lnstallation, lns�ali�on �vi� be paid far as "Roek �ilt�r C�ams (Ins#allj" of �he iype sp�cifi�d_ ihis pric� is full
compensation for furnishing and operating equipment, finish backfiil and grading, lacing, proper disposal,
labor, materials, tools, and incider�tals.
6,1.2, RemovaL �i�n7nval w�ill 3� �a�d for as "�2ock �iitar ��ms (Rerr�aue)," �"his prica is fufl co�nsatian for
furnishing and operating equipment, proper dispasal, labor, materials, tools, and incid�ntals.
When khe �r�gineer directs that ti�e rock filter dam ir�stallation or portions thereof be replaced, payment will
ba m� �t khe u€�� pr�ca b3d tor "Rack Fi�ter ��ms (�2�mave)" ar+d �or "�vck �liker Dams {�nstall��� of �he ty�s
specified. This pnce is full campensation for furr�ishing and operating equipment, finish backfilf and grading,
lacing, proper disposaf, labor, materials, taols, and incidentals,
6.2. Temporary P1pe Slope Drains, The work performed and materials furnished in accardance with Ehis Item
dis�osal, furnishing and opera#ing eq�ipment, labor, kools, and incidentals,
Removal of temporary pipe slape tlrains will not he pa€d for directly but is subsidiary to the installation ltem.
When the Engineer directs that the pipe slope drain installation or portions thereof be replaced, payment will
be mac�: at the unit price bid far "`�emporary Pipg Slope Qrains" of trte size specif ed, which is full
campensation forthe removal and rsins#allafion of t�e pipe drain.
Earthwork required for fhe pipe slope drain insiallation, includin� construction of the sediment trap, will be
Riprap concrete or stone, when us�d as an energy dissipater or as a stabilize� sedimenf trap, will be
�easured and pai� fnr in accardar�ce w�th it�m 43�, "Ripr,ap "
6,3. Temporary Paved F'lumes, The work performed and materials fumished in accordance with this Item and
materials, removal and tlisposal, equipmen#, labor, fools, and incidentals.
When the Engineer direcfs that ti�e paved flume installation ar portions thereof be replaced, payment will be
These prices are fu[I compensafion far the removal and r�placemenf of the paved fl�me antl for equipment,
labar, tools, and inciden#als,
Earthwark required for the paved flume insta[lation, including consfrucfion of a sediment trap, will be
r�easured snd paid i�r unrfer "�art��xork #ar �rosia� ar�d Se�ment Ga�trol."
10
506
6.4. Construction �xits. Contractor-required canstructian exits from aff right of way locations or an-right af way
PSLs wil! not be paid for directly but are subsidiary to partinent liems.
The work performed and materials fumished in accordance wifh this Item and measurEtl as provided under
`��c,��ar�rrsent" ��r co�slruc#ia7 ex�ts need�ci or� r#gl�t o� v�ay access ta work areas raq��r� by t�e
excavating, remavai and dispnsal, cleaning vehicles, labor, tools, and incidentals.
When the Engineer directs that a aonstruction exit or portion khereof be remaved and replaced, payment will
b� rr3a� at th� unit pric�s bid for "����str�ct�O� �x�t (Remove)" a�d "Ca��s#r�c#ia� �xit (insEal�j" of the iy#�e
specifed. These prices are full compensation for the remaval and replacement of fhe constructian exit and
for equipmer�t, labor, tools, and incidentals.
Construction nf sediment traps used in conjunction with the construction exit will be measured antl paid for
6.5. Earthwork far �rosion and 5ediment Control.
6.5.1, initial �arihwork far �rosion and Sedirnent Contral. The work perfarmed and materiafs furnished in
aceardanc� t�th this Ifem and r�e�s�ed as provi�d unc�r "�easuremen�" �+rVll be paid #or at the ut�it price
ihis price is full compensatian for excavafion and embankment including hauling, dispasal of material not
used elsewhere on the project; embankmenks including furnishing material from approved sources and
canstruction of erosjon-conirof features; antl equipment, labor, tools, and incidentals.
Sprinkling and ralling required by this ltem will not be paid #or directly but will be subsidiary ko fhis Ifem.
6.5.2. Main�enance �arkhwark for �rosion and Sedimerrf Control for Cleaning and Restnr�ng Control
Measures. The work performed and materials ft�rnished in accordance with this Item a�d measured as
p�avided ut�dsr `�Nl�ssa�mer�t" �ill b� paad �r�der a Coniractar �o�ce Ac�oun# Itam frc�m ir►uoice �ravidsd io
the Engineer,
This price is fu11 com�ensation for excavation, embankment, and re-gratling including removal of
accumulated sediment in various erosian con#rol installations as directed, hauling, ar�d d9sposa! of materia�
not used elsewhere on khe projeci; excava�ion for construction of erosion-control feafures; em�ankments
inc�uding furnis�ing material from approved saurces and construcfion of erasion-controE f�atures; and
equipmant, labor, tools, and incidenkals,
�arthwark needetl to remove and obliierate erosion-control features will not be �aid for directly but is
subsidiary to per�inent Items un[ess otherwise shown on the p[ans.
Sprinkling and roffing r�quir�d by this Item will not be paid for direc�ly but will be subsidiary to this Item.
6.6. Construc#ion Perimeter Fence. The work perfarmetl and materials furnished in accordance with this Item
posts,
wire, and flagging; remaval and disposal; and materials, equipment, labor, too�s, and incidentals.
Removal of constructian perimefer #ence will be not be paid for directly but is subsidiary to the installafinn
It�m. When the �ngineer directs that fhe p�rimeter fenca installation orportions thereaf be removed and
r�faced, payrnentwi[i ba ma�e at t�e unit priee bid f�r °ConS�ruction Per�ater Fe�ce," �uhich is Tulf
compensa#ion for the removal and reinstallation of ihe construction perimefar fence,
�
5Q6
6.7,
�'il
materia€s, placing sandbags, removal and disposal, equipment, labnr, toofs, and incidentals.
Removal af sandbags will not be paid for directly but is s�bsidiary to the insfallation Item. When the �ngineer
directs that the sandbag ins#allation or portions thereof be replaced, paymenf will be made at #�e unit price
bid for "Sandk�a�s fi�r �rosEor� �ontroi; �+hi�� 3s ful! carr�ensa��orr #or t�e ���nsE�ll�ticm of #he ss�ndt�gs,
6.8. Temporary Sediment-Contral Fence. The wor�k per�orm�d and materials furnished in accordance with this
6.8.1. Installation, InsfaNatlon �rill �e }�id for as "��mpAtary S�ciimar�t-�antr�l �'e� (Inst�ll)." This �rice is ft�ll
campensation fnr #urnishing and operatir�g equipment finish backfiEl and grading, lacing, prnper tlisposal,
labor, materials, toals, and incidentals.
6.8.2. Removal. �smnval wik! b� paid far �s "Tet�p�rary ��cfim�nt�ontral F�nae (ftemave)," i�is ��tce is full
campensafion for furnishing and operating e�uipment, prop�r disposal, labar, materials, tools, and
ineidentals,
6.9. Biod�gradable Erasion Control Lngs. T�e work performed and materials furnish�d in accordance with this
Ctem and �eas�r�rJ as provld�d ua3dar "�reasureme��' wlil be paid �vr al tha �nit p�oe bid as tollo�s:
6.9.1. Insfa[lat9on, fnstallation wfll be �aid #or �s "Biodegr�cfabfe �rpsl�n Cant�a� l�ogs �Insta�l}" �flhe sjze
specified. T�is price is fulf com�ensation for furnishing and operating equipment finish baekfill and gra�ing,
staking, praper disposal, labar, maferials, tools, and incidentals,
6.9.2. Remaval. ���va3 v�iii �e pakd !�r as "8iod��r�a�bfs �raslo� Con#rai Logs (I��move)," T�is prioe is fu�E
eompensation for furnishing and operating equfpment, proper disposal, labor, maierials, taols, and
incidenta�s.
6,10. Verticaf Tracking. Vertical tracking will not be measuretl or paid for directly but is considered subsidiary �o
this ]tem.
12
��z
I�e1i� ��2
�orta�le ��affic �arri�r
1. �ESCRIPTION
�.
2.1
Furnish, ins#all, r�ove, and remove porta�le traffic barrier.
MAT�RIALS
Furnished by the Contractar.
__ ��
rexas
IIepartment
tlf 7}8rt8j3C!(8f�07
2.1.1. Concr�te, Furnish barrier of fhe class of concrefe shown and using materiafs tha# meet tha pertineni
requirements of the following Items:
� f�ern 42Q, "Ca��r��te S��s�ruc#ures��
� ti�m 421, "Hydrau�ic �emer�i Gancr�k�„
■ ttam 424, "Prec�st Coi��r�t� 5t�uctu�;1 Members (Fabeicacion},�
�
■ 6te� 44�, "Metal �or S��fu�es"
2.9.2. SteEl. Barrier sec�ions wiil be furnish�d when shawn on the plans. Barrier sections must meet the crash
kesting requirements af NCHRP 350 or f�ASH 7L-3 or TL-4 speeificafians as per t�st matrix far Langitudinal
Barriers,
2.1.3, Cancrete and Steel, When barrier is to be furnished and retained by the Contractor, praducts from
nonapproved sourees or previously used products may be provided if the Cantractor submits wr3ften
certification that the barrier sections and materials subs#antially eonform to tha requirements of this Item. The
��gineer may approve the use of the product if;
■ the barrier sections substantially meef fypical crass-seetion tlimension requirements,
� there is no evidence of structural tlamage such as majar spalls or cracks,
�u the generaf condition of both the harrier sections a�d their connectors is acceptable,
� khe barrier is new, and
o tne barrier is �eing reused.
F�•�
Furnished by the Department. Department-furnished barrier sections vrill be at a stockpile location or an
existing traffic barrier installation sho�n on the plans.
3. CONSi�UCT1QN
Notify the Engineer of th� locakion of fhe casting site and the date on which #he work wi11 begin. Multi-project
fabrication planfs as defined 9n Ifem
concrete fraffic barrier, except temporary barrier furnishetl and retained by the Contractor, must be qualified
ir� accordance with DMS-735�, °Quali�ieaiion Procedure for Multi-Project Fabrication Plants of Precast
Co�tc�t� Tra#�e B�rrier," 5ee tha 1�partm�nt's M�'L fcsr apprau�rl fab�ica#ars. �onstr�ct barri�r in
accordance with Item �2b, °C�ncrele 5ubsfruciures," to the dimensio�s a�d cross-sections shawn on the
plans. ProvEde forms and cure concrete in accordance with Item
Provide a rough fextu�e to the bottam surfacs of Single Slope ar F-Shape barriers and ta the top of Low
Profile barriers similar tn a wood float finish.
572
Remove form+�ork after t�e concret� has reachetl sufficient sfrength to prevent physical damage to the
member. Move �arrier sections ia a storage area and place them on blocking #a prevent tlamage when they
have aftained sufficient strength to perrnit handZing withaut causing visible damage,
Produce �recast barrier to the tolerances g�ven in 7able 1 unl�ss atherwise shown on the plans.
Table 1
�recast Barrier To[erances
A�t�r use, s#ockpile barrier section5 and c.�nnection hardware that are to be retained by the pepartmenf at
the lacation shown on fhe plans ar as ofherwise dir�ctetl. Obtain assembly and ins#allation information for the
portable steel tra�c �arrie�- from the manufacturer, and prQvitle the Engineer wif� an installaiian and repair
manual specific to the portable steel traffic barrier.
s�.
Repair or replace any pavement damaged in fh� process of installing, moving, or remaving barrier sections
at t�e Conh-acta�'s a�ensa,
4. MEASUR�M�N�
7his Item will be measured by the foot based on the nominal lengths af the barrier sections.
5. PAYM�N�
7he wark performed and materiais furnis�ed in accordance with tE�is Item and measured as provided under
°�f�s�,ram�nt" wil! be pald for �t th� unit ptic� as follows:
� For concrete barrier anly, bid for "�'o�iable Traffc Barrie�" of �he work �ategary (Fumis� a�d fnstall,
Designated Source, Mov�, Stockpile, or Remove), shape (e,g,, Single Slope, F-Shape, or Low Profile)
and Type (1, 2, 3, etc.) of barr'ser secfions speeifled. This price includes equipment, labor, tools, and
incidentafs.
■� For concrete and stee! barrier, bid far °Part�f� Traffio Barrie�' nf the +nrnrk category (�umish ar�d I�st�[I,
Designated Source, Mave, Stackpile, or Remove), shape {e.g,, Single Slope, F-Shape, or Low Prafile)
and Ty�e {1, 2, 3, e#c,) of barrier sections specified or"S��I". This price includes equipment, labor,
toois, and incidentals.
5.�. Furnish and Instal[. This price is iull c�mpensation for furnishing and installing barrier sections antl
connection hardware.
5.2, Designa�ed fiource. 7his price is full compensatian for d�livering and installing Department-furnished barrier
sections and connection hartlware from a designated source.
5,3. Move. This price is full compensation for maving �arrier sectian ins#allations on the project from one location
to another (including disassembly and reassembly costsj, moving barrier secfions from an installatian on fhe
project to a temporary storage area (including disassembly costs), and maving barrier sections from a
temporary skarage area to an instalfaiion site on the project (including assembly costs),
!ns#alf the barrisr sections in accordance with the details shown on the plans or as tlirected.
512
5,4, Stocicpile. This price is full compensation for removing barrier sections and connection hardware from the
project and delivering to tne �epartment stockpile area shown on the plans ar as directed.
5.5. Remo�e. This price is f�ll compensation for removing barrier and connection hardware from the project and
retained by the Conlractor,
526
�'$�il� �2�
C�I�red �ex�u�ed C�n�r�t� and L�ndscape Paver�
�.
1.1,
1,2
1.3.
1.4.
2.
2.1,
2,2.
��ti7��lC���IY
�
reXs�
nanartmanr
af7Yanspar7atlnn
Colored Textured Concre#e. Furnish and place coloretl textured concrete,
Landscape Pavers. Furnish and install landscape pavers.
Landscape Pavers ��urnished), Landscape pavers will ae �urnished 6y the Department, Laad antl transpo�t
from fhe location si�own on the �lans to the project, and instali.
Remave, Store, and Relay Landscape Pa�ers. Remove, store, and relay landscape pavers as shown on
the plans or as directed. Furnish and lay repla�ement pavers,
MA�"�RI,4LS
Golor�d Textured Concrete. Furnish materials in accardance with ti�e following:
� IfBfTi 4�Q, 6CQf10f6tb SUbSfE'E.EC�itl'�8'�
� ItACT1424, "�i�dCd�iIIC �Qi11�tl1 CphC�iB'�
�1 tfem 44D, "ft�n�arcemertk for Cancrefe',
Use Class A concreie unless otherwise shown an the plans.
Wh�n approved, use fibers listed o�� !�s CJeparfinen�'s �l#��. ar f�bers meeting the requirements of �MS-4550,
"F�bars for Concret�,,� i� rapEace r�}nfarcing sie�l in �lass A conerete,
Use appraved dry-shake co�or hardener ar in�gral concrete coforant shown on the plans. Provide calored
wax as a euring membrane meeting the requirem�nts of ASTM C349 or as shown an iha plans,
Landscape Pavers, Furrsish materials in accordance with fhe details shown on the plans and the following:
�u [iem 132, °�r�b�nkr�en�
n� Ifem 24T, "Flexible 8ase"
�n It�r� 2T5, ���e�nent Trsairn��t (Road-�I€xedy°
�u It�r� 4�1, "Fla+n�able Bac€c�!!"
o item ��i� `�I�ydraalic Camen# Cancrete��
2.2.1. Pavers. Furnish pavers meefing the requir�ments of ASTNi C936; made using normal-weight aggregates
conforming ta ASTM C33; and Gonfarming to the shape, cofor, laying paftern, and dimensions shown on the
plans. Fumish certificatian from the manufacEurer stafing that the ir�terlocking paving units have been kested
and meet all the requirements af ASTM C936. Furnish additional paving units when required for testir►g by
the pepa�tment.
2.2.2. Bedding Sand. Furnish fin� aggregate as specified in Item ��1, "�y�ra�Iic Cement Cortarete,° wiih t�e
gradat�on given in Table 1.
Table 1
Beddin Sand Gradation
Sie�e Size percent Fassin
3I8" 10D
#� e��oo
��aa �a��o
528
5pread t�e sand at a uniform moisture content of 3% to 7%. P�okect the sand against rain ifi it is stockpiled
on-site.before spreading,
2.2.3. Joint-Filling Sand. Meet fhe r�quiremer�ts for bedding sand, except with the gradation given in Tahle 2.
7able 2
3. CONSTRUC�ION
3.1. Calared Textured Concreie. Prepare for approval a 9-sq. ft., 3-in, thick specimen for each eolor, pattern,
and te�ure requiretl before beginning work,
Prepare the subgratle, base, or bofh in accordance with the plans and pertir�ent Items. Place and screed
conerete to the proper grade and wootl-float to a uniEarm sur�ace, in accor�ance with Item
Apply colarant in accord�r�ce wifh �he m�n�#acturet's recommendaffa�s. A�ly c�y-shake calor hardener, if
us��, �var�y to tha ����#Ic sur�ac�, faflowin� the manufacturer's dire�ctians, llse atl�s� 5a ib. per
12 square yard. Rpply in 2 separate appficatians and wood-float after �ach applicatian. Trowel on�y after fhe
�inal floating.
Place dies with a repetit�ve patiern on the concrete surface and hand-tamp to �reate the required texture or
imprint shown on the plans. Use a brick pattern if no texture is specifed. Apply colored curing and finishing
compo�d i� �ccordar�ce +�+� t�� mar�uf��t�rer's d�r�ct�ons.
3.2, Landscape Pavers,
3.2.1. Remaving and Relayfng �xisting Pa�ers. Exercise care when removing exisking pavers, rnaking an effort
to remove the pavers wifh minimal damage. Removal by mechanical means is alEowed unless otherwise
shown on the plans. Ensure that any removed pavers remain in good, reusable contlition, pispose of stained
or damaged pavars, Palletize reusable pavers and comp{etely vrrap the pavers and pallets with plastic to
pratect during storage. Safeguard the pavers from theft andlor vandalism while the Cantract is in �rogress,
Deliver salvageable excess �avers fo a st�ckpile location on the projecf unl�ss otherwise shawn an the
plans. Dispose of unsalvageable pavers in accardance with federal, state, and local regulations. Replace any
pave�s deemed unusab�e with new materials as necessary and as directed. Remove paver units damaged
during compaciian and replace with pavers of equivalent size, sf�ape, and color.
3.2.2. 8ase Insta[lation. Perform excavation and embankment work for the su6grade. Replace unsuitable mater'ial
encountered in the subgrade and compact to a uniform grad�, Stabi{ize subgrade if specified. Place and
compact the base to ordinary campaction requirements in accordance wikh the perkinent Item, and to the
deptf� speci�ied on the plans, Grade the base surface so that fhe finished grade of the pavers meets the
requirements shown on the plans.
3.2.3. Bedding Sand Insfiailation. Screed a layer of uncompaeted santl to a depth of � to 9-1I2 in. o�er the
compacted base. Do not use bedding sand for feve�ing.
Maintain the spread sand in a loose condition and protect against precompaction before and after screeding.
Protect screeded sand against accider►tal precompactian, including compacfion by rain or dew. E.00sen
precampacted sand or scr�eded sand in advance af the laying face only to an extent to wh9ch paving will be
528
completetl that �ay. Lighfly screed the sand in a loose condition ta ihe predetermined depth sligi�fly ahead of
laying the paving units.
3.2,h. Pa�er Installatian. Plac� pav�ng unifs on an uncompacted, screeded sand bed to the required laying pattern
shown an the plans. Afign alf joints and provide nominal 118-in. gaps between atljacent units.
Place the fir5t rot� to abut an edge restraint with a gap of 118 in. Place at a suifable angle io the edge
re5traini to achieve th.e required visuaf orientatian of paving units in fY�e completed pavement. Lay full-size
units in each row first, followed by clasure units consi�ting of at least 25% of a full unit, Cut unifs using a
pawer saw. To fil] smaller edge spaces, use a gra�€t mix matching the calor of fhe pavers that consisfs of
1 parf t�ytlraulic cement to 2 parts concrete sand. Use cemer�t at�d sand that meet ltem
Do not allow constructian traffic on pavers during installation and compactia�.
3.2.5. Pa�er Compaction. Provide a high-frequency, low-amplitutle mechanical flat plate vibrator compactar vuith a
plate area �arge enough to cover at least 12 paving units and that can deliver a 3,500- to 5,OOQ-�b, centrifugal
campaction force. Compacf paving units immediately after placement ta achieve consolidation of the sand
bedding before any traffic is allowed. Bring fo design fevels and profifes by at least 2 passes of khe plate
compactor.
Da nof compact wiihin 3 ff. of tha laying face. Continue compaafion until lipping has been elimina#ed between
the adjaining units. Compact all work to within 3 ft. af the faying face at the campletion of each work �ay.
5prea� joint-filling sand as soon as practical after campaction but in all cases befare tf�e termination of each
wa�lc t(ay, �for� �CCsp#�t1Ce �� #he day's worlt, �nd bafQr� parmiftk�3� �or�s�ruoti�n tr�ffic. A�9ow joi�tt-filling
sand to dr�, and fhen sweep to fill the joints. Compact the pavers and joint-fdling sand with a single pass of
fhe com�actor.
4. M�,4SUR�MFNT
This Item will be �neasured by the s�uare yard, �2emoved pavers to be relayed, saluaged, or disposed afwill
be msasured by the sq�are yard in iheir original pasition. Replacement pavers will be measured by the
square yard in the final pflsitifln of replacement pavers.
5. PAYM �NT
5.1.
E>ccavation and emban�ment wiil not be paid for directly but will be subsidiary to this Item unless ot�erwise
shawn on the pla�s.
comper�sation for surface preparation af subgrade and base; furnis�ing, placing, flnfshing, and curing
co[ored, textured concrete; and equipme�t, labor, m�feriafs, fools, and ineitle�tals.
�reparatian of ap�rnval speeimens will not be paid for directly buf will be consEdered subsidiary to t�is Item.
8ase under colored textured concrete will be paid for under pertinent Items unless oth�rwise shown nn the
plans,
5.2.
rnishing, plaeing, and
com{�acting pavers; bedding and joint-filling santl; antl equipment, labor, materials, too�s, and incidentals.
�'aver u�aits damaged dur��g compaction w'sl� b� rsplace� at the Cnntracto�'s expense. B�� r�{u�red far
landscape pavers will not be paid fnr directly but wil! be subsidiary to khis ltem.
528
5.3.
ation for
laading and transporfing, placing, and eompacting pavers; bedding and joint-filling sand; and equipment,
labor, materials, toofs, and incidentals, Paver uniks �amaged during loading, transport, or compaction will be
r�lac�d at th� Ga��fractor's expense, Base r�quired for ]andscape p�vers wrill not be pajd for directly bui will
be subsidiary to this Item,
5.4. Remov�ng and Relaying Existing Pavers. The wark perfarmed and m�asured as provide� under
5.4,1.
to fhis Item, Paver units damaged during removal, loading, transpart, or compaction will be repiaced at the
�nntraetor's expans�,
cam�acting salvaged pavers; preparing bedding; bedding and joint-filling sand; stockpilfng salvagetl pavers;
disposing of pavers; and eq�ipment, labor, mate�ials, toals, and incidentals.
5.4.2. Replacement Pavers. �ur�ishing and placemenf of replacement pavers wi�l be paid for at the unit price 6id
fo� "R��ae�man� P�vers,'' �This price #s full compe��s��or� �ar iumis#�ing �place�er�t pave�; �l�oing and
compacting pa�ers; preparing bedding; bedding and joink-filling sand; and equipment, labar, materia{s, taols,
an� incidentals.
644
I�el� �44
�rriall ��adsid� ��g� ����rr�bli��
D�SCRI�TIQN
�,
E��
3.1
�
rexas
�apartmanr
nf7Yanspartatlon
d lnstallation, Furnish, fabricate, and erect small roadside sign assemblies or bridge mounted clearanca
sign assemblies consisting of the signs, sign supports, foundatians {when required), and assoeiated
mounting hardware.
� Refocation. Relocate existing small roadside sign assemblies or bridge mounfed clsarance sign
assem�lies, and f�rnisi� and fiabricate material as required.
� Removal, [�emove exisfing small roadside sign assemblies or britlge mounted clearance sign
assemblies.
MA�'��IA�S
F�rr�ish all materia�s unfess otherwise shflwn on the plans. Furnish only new materials. F'urnish and fabricate
materials that compiy with the follawing Items and details shnwn on the plans;
o Item 4�1, "Hydrau#lc C�r�e�7� C�rr�cx�ts"
�u Item 44C1, "�ta#nFarc�ment #or Concrete"
�u Item 44i, "Steel Str�ctur�s"
� Item 44�, "P�e�al fnr S#ruct�res�
■ Item 445� "Gaayanizir�g„
� �tem 636, ySi��s„
� [tem
�n Item 5��, "�aundatians t�r'����c Cvntrol Devic�s,�
Use galvanFzed steel, stainl�ss s#eel, dichromate sealed alumin�m, or oiher mat�ria[s shown on the plans for
pipe, 6olts, nuts, washe�s, Inck washers, screws, and other sign assembty hardware. When dissimilar metals
are used, select or insulate metals to prevenf corrosian.
CONSTRUCTION
Construct faundations in accordar�ce with Item 656, °Fn�r�datiar�s �ar Traf�ic Cnntrol Devices." PEumb sign
supports, Do not spring or rake posts to secure proper alignment. Use established safety pracfices when
working near �ndergrauntl or overhead utilities. Cansult the appropriafe utilitycompany before beginning
work.
Fahrication. Fabricate sign supports in aecardance witf� Item 441, "Steei �trua�ures." �nsur� all components
fit properly.
Verify the lengtl� ofi each post for each si�n before fabrication to meet field conditions and sign-mounting
heights shown on the �lans,
Hot-dip galvanize fab�icated par�s in accardance with Item 445, "Ga�v�n�zin�," Punch v�dt�ll any holes in
steal parfs or members before galvanizing, Repair galvanizing for any steel pa�t or mem6er damaged during
assembly, transit, erection; or for any steel �art ar member weltled, when permitted, after galvanizing.
Perform all galvanizing repairs in accordanc� with Sectian ��.�.5., "Re�airs."
644
3.2, Installatian. Locate and insfall sign supports as shawn an the plans, unless directed to shift the sign
supports wifhin design guidelines ko secure a more desirable location or avoid conflict with utilities and
underground appurtenanees. Stake sign support locations forverification by the Engineer.
Install stub posts of the type, spacing, oriehtaiion, and projecfian shown on the plans. Ftemove and replace
pos�s damage� during inst�ll�tlon af tha Cont�acfor's �xpense.
Connect the upper post sec#ions to khe stub post sections as shawn an khe plans. Torque connection boits as
shown on the plans,
Attach signs to supports in accnrtlance wjth tha plans and pe�kinent Items.
3.3. Relocaiion. Reuse the existing signs as required unless atheruise shown on the p{ans. Furnish and install
new stu6 post� in new faundations for relocated sign assembfies. Erect the new supports on the naw stuh
pasts, and attach the existing signs to i�e suppnrts in accordance with the plans and pertinent Items.
Ftemave existing foundations to be abandoned in accordance with Section 644.3.4., "Removal."
3.4. Ramoval. Remove abandoned concrete foundations to 2 ft, below finish grade unless otherwise shown on
the plans. Cut off and remove steel protruding from the remain9ng concrete, Backfill kh� remaining hale wiih
material equal in cnmpasikion and density to the surraundir�g area. Replace any surfacing with like material fo
equivalent contlition.
3,5. Handling and Storaga. Handle and store existing s9gns ar portions of signs remaved so ihey are not
damaged. Prevent any damage to the various sign assembly companents, Replace any portion of the sign
damaged by the Contractor designated for reuse or salvage, including me�sages removed.
Stockpile all removed sign components that wiN be reused or became ihe property of the �epartment at
designaketl locations. Accept ownership of unsalvageabke materials, and dispose of them in accordance wit�
fetleral, state, and local regulations.
3.6. Cieaning. Wash the entire sign after installafion with a biadegradable cleaning solution acceptable to the
sign face materials manufacturer to remove dirk, grease, oil smears, streaks, finger marks, and other foreign
materials.
�. M�,su��M�n��
7his Item will be measured as eac� small roadside assembly or bridge maunted clearance sign assembly
installed, �emovetl, nr relocated.
5. PAYM�N�
The work perfarmed and materials fumished in accordance witf� this Item antl measured as prnvided under
5.1. Installation. This price is full campensation for furnishing, fa�ricating, galvanizing, and erecting the supparts;
canstrucfing faundations including concre#e (when requiretl), furnishing complete signs including sign
connectians antl aN hardware; attaching the s9gns to the supports; preparing and cleaning the sigr�s; and
materials, equipment, la�or, fools, and incidentals.
5.2. Relacation. This price is fu{I compensation for removing existing sign assemblies and related materials;
fumishing and instalfing new stub posfs and new sign supports; consiructing fountlafions including concrete
644
(when requirad); antl new hardware; reinstallafion ofi sigrts; preparing and c�eaning the s�gns; salvaging.;
disposal o# unsalvageable materials; removing existing foundations, backfi�ling, and surface placement; and
materials, equipment, labar, tools, and incidentals,
5.3. Removal. This price is full compensaf4on for removing existing sign ass�m�lies and related matarials;
salvaging; dis�osal of unsalvagea�le materials; removing existing foundations, backFlfing, and surfacs
placemenf; and materials, equipment, labor, tool�, and incidentals.
66$
I��M� �66
�e�r�r�fl�c��ri��d Pav�m�nt �lar�ings
�. ��sc�i��raoN
2.
+�j
2.2.
�
���
�,��t
Rj�l@lF9JJOf�8��7!
F�rnish and place retroreflectorized, non-retrflreflectorized (shadow) and prafie pavemenf markings.
MAi��IA�S
Yype I Marking Materials. Furnish in accordance with DMS-8220. "Hat A�f�d Thermopl�stie."
Fumish pavement marking material used for Type I profile markings and shadow markings thaf hav� been
approved by khe Constructinn Division, antl in acc�rdance with DMS-8220 "Hat A�pfied Ther�oplastic."
Type [I Marking Materials. Furnish in accordance with DMS-8200, "iraffc €�aint"
2.3. Glass Traffic Beads, F'�rnish dra�-an glass beads in accordance with DMS-8290, `�iass iraffe Beads" ar
as approved. Furnish a double-tlrop af Type II and Type Ill drop-on glass beads where each type bead is
applied separatef� in equal portions (by weighi), unless otherwise approved, Apply the 7ype Ill beads before
ap�fying the Type Il beads.
2,h.
3.
Labeling. Use c�early marked cantainers khat indicate color, mass, maferial type, manufacturer, and batch
number.
�QI�IPMENT
3.1. General Requirements. Use equipment khak:
�a is maintained in satisfactory eon�ition,
■ meets or exceeds the requirements of the National Baard of Fire Underwriters and the Texas Raifroad
Commission for this application,
� applies beads by an automatic bead dispenser attached ta the pavement marking equipmeni in such a
manner that the deads ar� dispensed unifarmly and almost instantly upan the marking as the marking is
being applied to the road surface. The bead dispenser musf have an automatic cut-aff control,
synchronized witl� fhe cut�off of the pavement marking equipment,
� ha� an automatic cut-off device with manual operating capabiiities to provide clean, square marking ends,
■ is capable of producing the fypes and shapes of profiles specified, and
� can provide continuous mixing and agitation of the pavement marking material. The use af pans, aprons,
or similar appliances which the die overruns will not be permilted for Eongitudinal striping a�plications.
Provide a hand-held thermometer capable nf ineasuring tha femperatu.re of the marking material when
applying Type I material.
When pavement markings are required to meet minimum retroreflectivity requ9remants on the plans:
■ Use a mobile refroreflectometer approved �y t�e Construction Division and cartified by the Texas A&M
Transportatian Institute Mobile Retroreflectometer Certificatian Program,
� llse a portable retroreflectometer that:
� uses 3D-meter geometry and meets the requirements described in ASTM E1710;
666
has eifher an internal global positioning syste�n (GP5) or the abiGty io be linked with an external
GPS with a minimum accuracy rating of 16 tt. 5 in., in accordance with the circular error probability
(CEP) method (CEP is the radius of the circle with ifs origin at a knawn position thaf encompasses
50% of the readings returned frarn the GPS insfrument);
can recard and print the GPS locafion and retroreflectiviry reading far each location where readings
aretaken.
3,2. Material Flacernent Requirements. Use equipment that can place:
I� at least 40,000 ft. of 4-in. sofi� or braken non-profile markings per working day af thE specified
thickness;
■ at lea�t 15,000 ft, of solid or broken profile pavement r�arkings per warking day at fhe specified
thickness;
■i linear non-�rofile markings up to 8 in, wide in a singfe pass;
■� non-profile pavement markings other than solid or �roken Iines at an approved production rate;
o a centerline and no-p.assing barrier-fine canfigurafion cor�sisting of 1 broken line and 2 sofid lines at t�e
same fime to th� alignment, spacing, and fhiekness for non-profile �avement markings shawn on the
plans;
� solitl and broken lines simuftaneously;
� white �ine fram bath sides;
■ lines with cl�an edges, uniform cross-section with a foierance of *118 in. per 4 in. width, uniForm
thickness, and reasonably square ends;
o ski� lines hetween 10 and 10-112 ft,, a stripe-to-gap ratio of 10 to 3�, antl a stripe-gap cycle between
39-112 ff, and 40-112 ft., automatical�y;
� heads uniformly and almost instantly on the marking as the marking is baing applietl;
� beads unifarmly during the application of.all lines (each line must have an equivalent �ea� yield rate and
embedment}; and
■ doub[e-drop bead appficatians using 6oth Type II and Type III beads fram separate independent bead
applicato�s, unless atherwise approved by the Engineer.
4. C�NS��UCYION
Place markings before openi�g to traffic unless short-#erm or work zone r�arkings are allowed.
4.1. General. Obtain approual forfhe sequence af work and estimated daily praduction, Minimize interference ta
roadway aperatians when placir�g markings on roadways open fo traffic, lJse traffic conirol as shown on the
plans or as approved. Protect all markings p�aced �nder open-traffic conditions from traffic damage and
disfigurement.
Establish guides to mark f�e lateral location of pavement markings as shown on the plans or as directed, and
have guide locations verified. Usa materia! for guidas t�at will not leave a permanent mark on t�e raadway.
Apply markings an pavement that is completely dry and passes the follawing tests:
�I 7ype ! Marking Appfication�Place a sample of Type I markmg material on a piece of tarpaper placed an
the pavement. Allow fhe materiai ia cool to ambient femperature, and then inspect the underside of the
tarpaper in contact with the pavement. Pavement will be consideretl dry if there is no candensation on
the tarpapar.
I� Type II Marking Applicafion�-Place a 1-5q, ft. piece of clear p�astic on the pavement, ar�d weight down
the edges. The pavement is considered dry if, when inspectetl after 15 min., no candensatior� has
occurred on fhe underside of fhe pfasiic.
666
Apply markings:
■ that meet the requirements of 7ex-828-B,
� that meet minimum ratroreflectivity requir�ments when specified on the plans (appl{es fo Type I
�narEcings only),
� using widths antl colors shown on the plans,
� at locations shawn on the plans,
o in proper alignment with the guides without deviating from the alignment more than i in. per 2D0 ft. of
raadway or mare than 2 in. maximum,
■ without abrupt deviatians,
■I free of blisters antl with no more than 5°fo by area of holes or voids,
■ with uniform cross-seciion, density and thickness,
� with clean and reasonably square ends,
� that are retrareflectorized with tlrop-on glass beads, and
� using persann�l skilled and experienced with installation of pavement markings.
Remove all applied markings that are not in alignr�ent or s�quence as stated on the p{ans, or in the
�pac�fica�t�ns, at tl�e Coniractpl's ��ense in a�corda�ce s�it� Item 6i7, "�liminating Existing Pavement
�a�s€ngs a�d I�ar�ers," exa�pt far r�asurernent �nd �aym�nt,
4.2. SurFace Preparaiion. Prepare surfaces in accortlance with ihis Sec#ion unless otherwise shown on the
plans.
4.2.1. Glean`rng for New Asphal# S�rfaces and Retracing of AI! Surfaces. Air 61ast or broom the pavement
surface for new asphalt surfaces (Eess than 3 years o!d) and for retracing of all s+�rfaces to remnve loose
material, unless okherwise shown on the plans. A sealer far Type I markings is not requ9red unless otherwise
shawn on t�e plans.
�.2,2, Cieaning far Old Asphalt and Concrete SUrfaces (Excludes Retracingj. Gean old asphalt surfaces
(more than 3 years ald) and all concrete surfaces in accordance with iter�
rane, dirt, grease, loose and flaking existing construction
markings, antl ofher forms of contamination.
42.3. Sealer far Type 1 Markings. Rpply a pavement sealer to old asphalt surfaces (more than 3 years oid) and to
all concrete sur�aces before placing �'ype I markings an locations fhat do not have exisking markings, unless
otherwise approved. The pavement seafer may be either a Type ll markinq or a� acrylic or epaxy sealer as
recommended by the Type I marking manufacfurer unless otherwise sfrown on the plans. �ollow the
�anutact�re�'s �irec�io�s for a�ali�a�ian af acrylic �r epoxy sealers. Clea� sealer I�at beca�es d'€riy afte�
placement by washing or in accardance wifh Section
�d, Pkace the sealer in t�e same configurafion and color {unless clear} as
the Typ� I rrtarkings unless otherwise shown on t�e plans.
4.3. Application. Apply ma�cings during gaod weather unless otherwise directed. If markings are placed at
Contractor flption when inclemenk wea#her is impending and the markings are damaged by subsequent
precipitatlon, the Cantractor is responsible for ail required replacement costs.
4.3.1. Type I Markings. Place the Type I marking after the sealer cures, Apply withi� the temperature limits
recammended by the materia! manufacturer. Flush the spray head if spray application aperatians cease for
5 min or longe� by spraying marking material ir�to a pan or similar container until the material being applied is
at the recommended temperature.
Apply on clean, dry pavements passing fhe moisture test described in 5ecfion 566.4.1., "General," artid witt� a
surfac� temperafure aboue 50°F when measured in accordance with iex-829-8.
3
sss
4.3.1,1. Non-Profile Pavement Markings, Apply Type I non-profile markings with a minimum f�ickness of,
� d,100 in. (100 mils) for n�w markings and ret�acing water-based markings on surface treatments
involving Item �1�, "Seal Coat,'`
r� 0.06Q ir�. (6d mils) for reiracirtg on thermoplastic pavemenf markings, or
■ 0.090 in. (90 mils} €ar all other Type E markings,
The maximum #hickness for Type I r�on-profile maritings is 0,180 in. {18� mils). Measure thickness fiar
r�arkings in accprdance with Tex-854-8 using th� fape method,
4,3,1.2. Profile Pawement �larkings. App�y Type I profife markings with a minimum thickness of:
� O.QS� in. �60 mil) for adgeline markings, ar
� 0,090 in. �90 mil) for gore antl centerlinelno-passing barrier line markings.
In addition, at a longitudinal spacing indicated on the plans, the markings must be profiled in a vertical
manner s�[ch fhaf the prflfile is frans.verse to the longitutlinal marking direction, 7he profife musf nof be less
fhan b,30 i�. (300 milJ nor greater than 0.50 in. (5D0 milj in height when measured above the normal top
surface plane of the roadway. The transverse width af the profile musi nat be less that� 3.25 in., and the
longitudinal witlth not less than 1 in., when m�asuretl at the tap surface plane of tne profile bar. The profile
may ba eikher a 1 or 2 transverse bar prafile. W�en the 2 transverse bar profile is used, the spaeing between
the basas of the profile bars must not exceed a,50 in, 7he above transve�se bar widi� i� for each 4 in. of line
width,
4.3,2. �ype 11 Markin.gs. Apply on surfaces with a minimum surFace temperat�[re of 50°F, Apply at least 20 gal. per
mile on concrete and asphalt sur�aces and at least 22 gal. per mile on s�rface treatmen#s for a solid 4-in.
iine. Adjust applicafion rates prapartionally far other widths. When Type II markings are usetl as a seater for
7ype I r�arkings, apply at least 15 gal. per mile usir�g Type II drop-on beads,
4,3.3. Bead Coverage, Provide a�niform distribution of beads across fhe surfece of f�e sfripe for Typ� I antl
T'ype II rnarkings, with 40% fo 60°fo bead embedment.
4.4. Retroref[ecfivi#y Requiremenfs. When specified on fhe pfaris, Type I markings must meet the following
minimum retroreflectivity vafues for edgeline markings, centerline or no passing barr�er-line, and lane lines
when m�asured any t�me after 3 days, but nof lafer than 10 days after application:
� Whi#e markings: 250 millicandelas per square meter per lux (mcdlm211x)
� Yellow markings; 175 mcdlm�llx
4.5. ReEroreflecti►+ity Measurements. Use a mobile retroreflectometer for projects requiring minimum
retrarefleetivity requirements to measure retroreflectivity for Cantracts tofaling more thar€ 2�a,000 ft, afi
pavemenf markings, unless otherwise shown on fhe plans. For Cor�tracts with less than 200,000 ft, af
pavement marking5 ar Cantracts with callout work, mobile or portable Tetroreflectometers r�ay be used at the
�tracta�'s disc�etion,
�4.5.1. Mabife Retroreflectnmeter Measaremertts. Pravitle mobile measurements averag�s for every 0.1 miles
unless otherwise specifed or appt'oved. 7ake measurements on each section of roadway for eaeh series of
mar�ings �i.e., edgeline, center sicip line, each line of a da�ble line, etc.) and for each direction of traffic flaw,
Measure each line in both direcfions far centerlines on twa-way roadways (i.e,, measure bath double solid
lines in bath direetions and measure all center skip lines in both directions}. Furnist� measur�ments in
unless ofherwise approved. The Engineer may require an occasianal field comparison check with a portabie
retroreflectamefer meeting fhe requirements listed above to ensure accuracy. Use all equipment in
accordance with the mant�fact�rer's r�c�mr�e�daGons and di�ectians, Inf�rrn �re �nc�in�er at lea�t
2� hr. before falcing any measurements.
686
A marking meets the retroreflectivity requirements if:
■#he combined average retroreflecfivity measurement far a ane-miEe segment meets the minimum
retrflreflecfivify values specified, and
■ no mare than 30% of the retroreflectivity measurement values are befow tlte minimum �etroreflectivity
requi�ements value wEthin the one-mile segment.
7he �ngineer may accept failing one-mile segments if no more than 20% of the retroreflectivity
measurements within khat mile segmenf ara beaow the minimum retrareflectivity requirem�nt value.
7he one-mile segment will start from the b�ginning of the data collection and end aft�r a mile worth of
measurements have been taken; each subsequent mile af ineasurements will be a naw segment.
Centerlines with 2 skripes (either solid or broken) will result in 2 miles of data for each mils segment. �ach
centerl�ne stripe must be tested fo� compliance as a stand-alone stripe.
Restripe atthe Contractor's expense with a minimum af 0.060 in. (60 mils) of Type I marking if if�e marking
fails retroreflectivity req�tire�nents. Take measurements every 0.9 miles a minimum of 10 days after this
secand application within that mile segment for that series of markings,
If fhe markings �o nok m�et minimum retraref[ectivity after 1 D days of this second application, the Engineer
may reguire removal of all existing markings, a new application as initially specifed, and a repeat of the
application process until tninimum retroreflectivity requirements are met.
4.5,2. Partable Retroreflectameter Measuremenis. Take a minimum of 20 measuremenis fnr each 1-mi, section
of roadway for each series of markings (i.e„ edgelin�, cenier skip line, each line of a double line, etc.) and
direction of traffic flow when using a portable reflectom�ter. Measure each line in both directions for
centerlines on iwo-way roadways (i,e„ measure both double salid lines in both directions antl measure all
center skip lines in both direciions). She spacing belwean eac� rr�easurement must b� at least 100 ft. The
Engin�er may decrease khe mileage frequency #or measuremenks if khe previous measurements provide
satisfactory results. 7he �ngineer may require khe original number of ineasurements if concerns arise.
R�stripe once at the Cantractor's expense with a minimum of 0,064 in. (60 mils) of Type I marking material if
the av�rage of khese measurements fails. Take a minimum of 1� more measurements after 10 days of this
second applicafion within khat mile segmenf for that series of markings, Resfripe again af the Contractor's
expense with a minimum of �.060 in, (60 miis) of Type I marking material if the average of these
measurements �all belaw the minimum refroreflectivity requireme�ts. lf the markings do not meet minimum
retroreflectivity aiker this khird appfication, the Engineer may require removal of al[ existing markings, a new
application as initially specified, and a repeat of the applica6on �rocess until minimum retroreflectivity
requirements are met,
4.5.3. 7raffic Control. Provide traffic control, as required, when talcing retrorefiectivity measurements after marking
6 of ihe Texas Manua! �n Uniform Traffc Coniro! Devices for th� minimum tra�ic cantrol
requirements. For all ather roadways, the minimum kra�c confrol requirements will b� as shown on the
Traffic Controi Plan (TCP) standard sf�eets TCP (3-1) and 7CP (3-2}. The lead vehicle wil] not be required on
divided highways. The TCP antl traffic cantrol devices must meet the requirements listed in Item 502,
"Barricades, Signs, and T€��c Hand�ng." Tima ees#ticf�ons th�t ap�aiy during striping applica�on vuiE! aEsn
apply during the rekroreflectiviry inspections except when using the mobile ratroreflectometer unless
otherwise shown an the p[ans or approved.
4.6. Perf`armance Period. All �rarkings must meet the requirements of this specification for at least 30 calendar
days after installatian. Unless atherwise directed, remove pavement markings that fail to meet requir�ments,
and repiace at the Canf�acto�'s exper�se, �e�face failir�g markirigs wi#hin 3Q days of notification, All
replacement markings must also meet all raquirements of fhis Item for a mini�num of 3D calendar days aftar
installatlon.
6B6
�. M�Asu��M�N�r
This Item will be measured by the foot; by �ach wortl, symbol, or shape; or by any other unit shnwn on the
plans. Each stripa wilf be measured separately.
This is a pians quantitar m�asurement item. The quanfify fo be paid is th� quantity shown in fhe proposal
unless madified by Article 9,2„ °�'1ar� Q�r�ti�y �i�asuram��t." Ac�ditiv�� measu�m�rtts or caleuiatiar�s �viii
be made if adjustmer�ts of quantities are required,
Acrylic or epoxy sealer, or Ty�e II mar�Cings when used as a sealer for Type f markings, will b� measuretl by
the foot; by each word, sym�ol, ar shape; or �y any ot�er unit shown on the plans.
6. PAYMEN�'
The work performed and materials furnished in accardance with this Item and measured es provide� under
d,
7his pric� is full compensation for appl�cation of pav�ment markings, materials, equipment, labor, tools, and
incidentals.
Surface preparation of new concrete and asphalt concrete pavem�nts mare than 3 years o1d, where no stripe
exists, will �e paid for ur�der i#�m 6�$, °�'av�menf Suriaa� F�rsparatian f�r P�ar�ir�gs," S�rfaca preparatlan of
all other asphalf and ald concrete pavemenk, except for sealing, will nat be paid for direcfly blit is subsidiary
fo this Item.
Work zone pavament marKings {Type II, �alnt antl �eads) used as a sealer for Type I markings
{thermoplasticj wilf be paid for under Ifem �62, "Work Zone �av�mant ��rkings."
ff the Engineer requires fhai mar�ings be placed in inclement weat��r, repair or replacement of markings
tlamaged by the inclement weather will be paitl fnr in addition ta the o�iginal pla�s �uantity.
6120
Speci�f �p��ifi�a�ion 6���
D�ad �nd Roadway �arri�ad�
1. DE�SCRIPTION
�.
3.
�
T��
ncpertrncnt
of7}�neprutatiort
Furnish and insfiall dead end roadway �arricades at the locatians shown on khe p9ans; in accordance with this
specificatian, or as directed.
CONSTRI]C�'lON
Construct and install dead end roadway barricades as detailed on Traffic Operations Division Standard
Sheet, "Deiineator and ObjQct Mark�r Placement Datails" �D&OM), a� as shown an the plans,
Construct and install signs and chevrons, when shown on the plans, in accordance with Tra�c O�erations
�ivision Standard She�t, "belineator and Qbject Marker Placement Details° (D&OM), or as shown on the
plans.
M�ASl1R�MENT
This Item will be measured by fhe foot of dead end roadway barricade assembly complete in place.
4, �AYMENi
The work performed and materials furnished in accordance with this Item and meas�red as provided �nder
"Measurement� will be paid far at the unit pric� bid for `Dead End Roadway Barricade.° 7his price is full
compensation for furnishing materials including object markers; and far labor, kaoks, equipment, hauling and
incidentals necessary to camplete the work.
Signs, sign supporfs, and chevrons, when shown on khe plans, will be paid for under Ifem 644, "Sma11
Roatlside Sign Assemblies."
1 -1 06-15
Statewide
APPENDIX
GC-4.01 Availability of Lands
GG4.02 Subsurface and Physical Conditions
GC-4.04 Under�-ound Facilities
GC-b.06.D Minarity az�.d Women Owned Business Entezprise Compliar�ce
GC-6.07 Wage Rates
GR-01 �p QO Praduct Requirements
CTl'Y OF FORT 1VORTH TRTNITY $QULEVARI] PHl
STANDAEZD CONSTRUCTTOI+I SPECIFICATiON ]?OCUMENT5 CITY PItO7ECT No. I02101
12evised 7uly 1, 20l 1
�C�4e�1 �va���.�bxl�ty of lC�a�1C�S
7['��� �A�]E lL]E��' �'�']El`TTY�NA.�LI1Y ���I�TK
C1TY OC I'ORT WOR"I'H TRII�iITY BOUT.BVARD P�I1
STANDARD CONSTRiJCTION SPEC]FICAT14N DOC[dMENTS CITY PRQ.TECT Na. 102 ] O1
Revised 7aly 1, 2011
�XHIBIT A
TRACT 1:
Being 16,852 square feet af land located in the Hamilton Bennett Survey, Abstract No. 138,
Tarrant Co�nfy, �'exas, being a portion of Tract 1A, described in the deed to Ri�erbend
Investment, LTD., recorded in Volume 13681, Pa�� 387, Deed Records, Tarrant Counfy, Texas.
5aid 1 E,852 square feet af fand being more particularly described as follows:
Beginn9ng at a point lying a southeast line of said Tract 1A, said point lying in a nor�heast line of a
fract of land described in the deed ta the City af Fort Worth, recorded in Volum� 4119, Page 535,
Deed Records, Tarrant Caunty, i'exas fram wi�ich a Fort Wor�h Monument found b�ars
S47°26'06"W 577.G8 feet and said paint being the beginning of a curve to the f��t, of which the
radius point lies N5'1°05'10"W, a radial distance of 2,28.0� feet;
THENCE Northeastet-ly along the arc, through a eentral angle of �9°�3`19", a distance of 36.03
feet to a point;
iHENCE N29°51'31"E, a distance af 32.40 feet to a point;
THENCE Northerly, 14.66 feet, along a curve ta khe (eft, having a radius of 28.00 feet, a c�ntral
angle of 30°00'00" and a cF�ord bearing N14°51'31"E 14,49 feet to a point;
THE�ECE N00°08'29"W, a distance of 33.83 feef to a point;
THE�[CE Northeriy, 31.58 feet, alang a curve to the left, having a radius of 48.a0 feet, a central
angle of 37°41'35" and a chord bearing f�18°59'1i"W 31.01 feetta a poin#;
TH�NCE N52°09`56"E, a distance of 29.50 feet to a point;
THENCE Northw�:ster]y, 5.19 feet alang a nan tangent c�rve to the left, ha�ing a radius of �9.50
feet, a central angfe of 0�4°16`�3" and a chord bearing N39°58'25"W, 5.19 fest to a point;
TH�NC� N42°D6'47"W, a distanc� of �9S.a0 feet to a point;
TH�NC� N47°�E'0�"�, a distancc; of 2�.0� feet to a point;
THENCE S�}2°34`30"�, a distanc� of 55.47 feet to a point;
TN�NCE Southeasferly, 134.93 fieei, along a curv� to th� left, having a radius of 399.50 feet, a
central angle of 19°2�'06" and a chord bearing 552°15'03"E 134.29 feet to a point;
TH�iVCE S61 °55'35"�, a distance of 26.24 feet ta a point;
THENCE N28°04'25"�, a distance of 21,54 feet to a point;
THENCE S61 °55'3�"�, a distance of 7�.81 feet io a point;
THENCE Easterly, 5.86 feet, along a curue to khe left, ha�ing a radius of 28.00 feet, a central
angie of 11°59`51" and a chord bearin� SEi°55'31"� �.85 feek ta a poir�t lying in said southeast
line;
THENCE S47°26'06"W, alang said southeast line, a distance of 237.50 feet to the point of
beginning, cot�taining Q.387 acres (16,852 square feet) of land.
Th� bearings recited hereon are oriented to NAD83 Texas North Central Zone.
TRAC7 2:
Being 17,13Q square feet of land located in the Hamilton Bennett Survey, Abstraci Na. 138,
Tarrant County, Texas, being a port9on of Tract 2, described in khe deed �o Riverbend In�astment,
LTD., recarded in Volume 13681, Page 387, Qeed Recorc�s, Ta.rrant Caunty, Texas. Said 17,130
square fe�t ofi land being more particularly described as fallows:
Beginning af a point lying a northwest line of said 7raci 2, said point lying in a southeast line of a
tract of land described in the deed t� the City of Fort Worth, recorded in Volume 4119, Page 535,
Deed Records, 7arrant County, Texas fram which a 912" iran rod found bears S47°26'06"W
635.95 feet;
THENCE N47°26'06"E, along saEd common lin�, a diskance of 248.16 feet to a paint;
THENCE Southwesterly, 44.50 feet alang a non tangent curve ta the left, ha�ing a radius of
228,a0 feet, a central angle of 11 �10'S5" and a chord bearing 534°54'54"W, 44.43 feet to a point;
THENCE S29°20'�[7"W, a disiance af 38.62 feet to a point;
THENCE Sautherly, 14.64 feek, along a curve to the left, having a radius of 28.40 feet, a central
ang[e of 29°57'54" and a chord bearing S14�21'20"W �4.48 fee# to a point;
THENCE S00°37'37"�, a distance of 29.a7 #'eet ko a paint,
THENCE Southerfy, 3� .40 feet along a nan tangent curve to the left, having a radius of 48.OQ
feet, a c�ntral ar�gfe of 37°29'Q4" and a chard bearing S19°17'S1 "�, 30.85 feet to a point;
THENCE S51 �57'37"W, a distance of 21.50 feet to a point;
THENCE Southeasterfy, 5.05 feet along a non tangent curve to the left, having a radius of 69.5b
fieet, a central angle of 04°09'46" and a chord bearing S40°07`'f 6"E, 5.05 feet to a po�nt;
THENCE S42°12'OS"E, a distanee of 197.44 feet to a�oint;
7HENCE S47°32'D7"W, a distanee of 23.00 feet to a point;
TH�.NCE N42°29'd3"W, a distance of 55.13 feet to a point;
TH�NCE Northwesterly, 138.38 feet along a non #angent curve to the left, �aving a radius of
399.5Q feet, a central angle of 19°50'47" and a chord bearing N52°24'25"W, 137.69 feet ta a
point;
TH�NCE N62°19'48"W, a distance of 24.19 feet to a�oint;
THENC� S27°40'12"W, a disfiance of 21.50 feet to a poink;
THENC� N62°� 9'48"W, a distance of 78,�8 fest ko the point of beginning, containing 0.393 acres
(17,'f 30 square feet} of land.
Thc� bearings recited hereor� are oriented ta NAD83 Texas Nor�h Centraf Zane.
SHEET 1 OF 3
SEE 8-112"X11" PLATS ATTACHED
DICK S. JONES
REGISTEREp PROF�SSIONAL
LAN� SURVEYOR No. 5524
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Riverbend Investment, LTD.
Tract 1 A
V. 13681, P. 387
D.R.T.C,T.
��
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��� P
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,Z,P
Noteg:
IRF — lron Rod Found.
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5
FW Mon
Fod.
Basis of Benringa: NAD83 (2011) E
Grld Scale Foctor: 0.9998625655
0 100 ��2»iRFd
=E
POINT OF
BEGINNING
ro�
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�A�l�Y
P, d. BOX 6873
FORT WORTH, iEXAS 76124
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sH�ET 2 a� �
Riverbend Investment, LTD. �
Tract 2 ������ �
V. 13681, P. 387 ���� �
D.R.7.C.T.
dARIA�LE V���FO
�����������v ��������
010.0) Texas North Centrol Zana. ���rAT�D IId �� F'I�ri1�I��fl ��fl�l��t ��i'1f�yi�
zao soo Ab�t���t iV�. � 3�. �i�y af ��rt Y�or�F�,
Tarr+�� Coe��ty, ���as.
sca�E 1"=100%
�iNin s�va-Row ex�iBiT.Dw�
u� i..�.
� LAND • 70POGRAPH�C
• CONSTRUCTfON SIiRVEYIt�G
FIRM N0. 10094900
METRO 817-�29-0194
FAX �17--446-5488
habeasley�man.com
Prepared 27 April 2021
���5'��Rfr� PF���PEf�, �J�II�i'C��
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��°��� • LAN� • 70POG#tAPHIC
• CONSTRUCTION SURVEIING
FlRM N0. 10094900
METRO �17-429-0194
P. D. BOX ��73 FAX �17-446-54@�
FORF WORTH, TEXAS 76124 habeasEey�rnsn.cam
Riverbend Invasiment, LTC7.
7ract 1 A
V. 13681, P. 387
D.R.7.C.T.
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5
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Notes: /
]RF — Iron Rod Found,
POIIVT OF
BEGINNING
��
BQs1s of Bearinga: NAD83 (2p11} Epoch:(2030.0) Texaa North Gentral Zona.
Grld Scale Factar: 0.9998825fi55
o soo �aa �oo
SCALE 1�=100'
Ri�erbend Investment, LTD.
Tract 2
V. 136$1, P, �87
n.R.T.C.T.
��f7���� �
�A�� �
dARll��� I�JIDT�
�I�b%Or�—�MAY ���I�A�1BId
LO�AI� IN iF�� b�rmil�or� ��nn�tt ��wey,
Ab�t�e�� No, 1��� �ity o� �a�f Il�lorth,
T�r�� �our�ty� ��x��.
TRINIIY BLVD—ROW �XHIBfT.DWG
Prepared 27 April 2�
��-4��2 S���ug�'�.�e a�d� P�hy�Ilcafl Coa�di�i��s
�'�C][S �AG� �L��'� I�I�'�E��'I�l\TA�LI�� ]�I��.NK
CITY O�' FORT WORTH TRINITY BOIJLEVARD PI�1
STANDAItD CQNSTRUCTTON SFECIFICATIaN DOC[JMENTS CTTY FROJECT Na. 1021p1
Re�ised July I,2011
GE�i�CHFdICAL �R�t91f��ER�N� REP4R'i
7RfidITY �OliL�11ARD EXPANSIDN
PAVEM�NT RECO�ARl�Ei�DAT€�PlS
�r�R7 V�ORTH,1'ARRAWi COiJiVTY, i�XAS
Prepared foe:
RIV�R��iVD If�VE5T'Ad�EldY i'f, LTQ.
Fort I�lorth, Texas
�lAll Repar�t tVa. RI1329a�
�lo�ember 2D13
�
,� ��I����e�VV�I���, I��a
GEOTECHNICAL ENGiNEERING &
- CONSTRIiCTTaN MATERIAL5 TESTING SERVICES
�n
Riverb�nd Ir�v�stmen# II, L.TD.
� P.Q. Box 185104
Fort Worth, Texas 76�81
�
�
�
� �
.�
�
Attn: Mr. Kenneth B. Newell
Re: Geatechnical Engineering Report
Trinity Blvd Expansi�n Pavem�nt Re�v�mendations
�ort Wartfr, Tarrant County, T�xas
EVlfi Report No. RI132�58
Gentlemen:
IVov�mbar 27, �0�3
Eller�ee-W�iczak, [nc. (EWIy has completed the Geofechnical Engineering Report for the above
refer�nced project. The resuits are �resenied in the a�ached report.
�I�ease do not hesitate to contact us if you �ave any questions regarding the in�ormation in this
repori or ifi we can be of ar�y additional assist.ance.
'� It has b��n a pleasure praviding �eotechnical s�rv�ces for this proj��f.
�,w'�
Sincerely� � ���r�.�.:,...-.���:��� � �
� ���'r`���.�
i�llerb�e-�6�Icz�k, Inc.
iBPE Firm Rlv. F-dfii0 .
� �
�
T, N�ill L�wrence, Jr., P.E.
Manager Engineering
�
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ON �� �,�•�
���� I�rro�dv��y Ad�. p�.0. �oz� 1��0� � Hal�ore� Cit�f, T�xa� 761�.i
+�n �iC� �37�7�9�99�9 � F�� �17'-���a�.��8
`��I�LE QF COfdY�N1"S
Page
�.4 SfTE & PROJECT lEVFORMATIQN ...................................................................................... �
2.D SC4PE OF S�RViCES ....................................................................................................... 1
3.(l FIELD QPERATIONS ............................ ............................................................................. 1
�4.0 lABORATC�RY T��TiNG ..................... ............................................................................. 2
5.0 SITE SUBSURFA�� CQNDITIONS ...... ................................................._............-----�......_.. 3
6.0 GROUNDWATER ................................. ............................................................................. 3
7.4 ANALYSIS AND RECQMMENDA710NS ............................................................................. 4
7.1 Pavemant Recorr�mendaiians ...................................................................................... �4
7.7 .� Pa�ement Subgrada Preparations ..................................................................... 4
i.1.2 Unarained Sh�ar Tests. ............................................................ ........................ 5
7.1.3 Pavemer�t DesPgns ......................................................................,.,..................., 5
7.�.4 Pav�ment Nfoveme�ts ....................................................................................... �
7.2 Earthwor�lSife Grading ................................................................................ ..............7
8.0 LIMITATfONS .............�--•--�,.................---.............-----._............----......................................... S
�►���(��IX
�ig�r�
Planof Borirrgs ............................................. ........................................................�...,........,..1 �
BorEngL.ogs ......................................................................................................................... 3 - 18
Sai! Classification Chark ........................................................................................................... �7
�PP��I�fX �
UUTri�xial Tests ........................................................................................................................ 9
C�AT�C�AIIC�L �WCI�lEERI[VG R�PORT
iRtAdIYY �L�U. �X��1NS[O�!
�A��1�9��1�' R�GQi4��I��D�ilOFdS
�ORY 1d��R�'1�, iARRAf�i �O�lNiY, '��XAS
9.8 SI�'� 8� �R�J�CT li����I�Aii�N
i�►e propased raad expansion is lacated on #he east sid� of iH-820 alang the curreni irinity �lvd.
RDW and extends eastward ta ju�t past the intersection af Trinity Blvd. and 'f �am�s Traii. We
undersia�d that the new roadway will be elevated approximaiely 5 feet above the exisiing
raadway efevationa farm Salada Trial #o the lH-820 intersectian.
Propnsed canstriaction cansists of abaut �8,fl00 linear f��t of a new divided concr�t� arteria!
roadway (as d�fined by th� City of �ort Worth) wktich will be designed c�nder the �ravided City of
For� Workh's Pauement Desi�r� Manual 200� and the July 2012 (DRAFT).
2.0 SCQ�� QF S�R'V'1��5
The p�rpas� of our geotechnicaf services far th€� site were to:
� Evaluate the su�surtac� canditians er�counter�d i�t th� barings.
• Eval��te the p�rtinent engine�ring prop�r#ies af the recavered sampl�s.
��ravi�e r�c�mmendation� fnr earthvsra��, �it� grading and rigid pav�ment
recpmmendations.
3.0 �I��.D C�P�I�TE�Rl�
Tha su�surFac� c�nditinns of th� develo�ment were evaluated by perf�rming 14 borir�gs whi��
we�e drifled actaber � 8, 2Q13 on the accessible partions of the R�W n�rth of the exis#ing Trinity
Blvd. HAMG roadway. ihe approximate boring Iocations are pro�iderf an the Plan �f Barings
(Figures 1 & �) in the A���r�dix.
The results of th� field explaration program are presentad �n the Boring Logs (Figur�s 3 through
1�) in the Appendix. A Sail Classificatinn Chart containing the k�ys to symbols and the
description of terms used on the boring logs are pr�s�nted nn Figure 17.
A truekwmou�ted drilling rig witF� continuous flight augers was used to advance the borings. Soils
wer� sampled using ste�i tubes and durirtg performance af standard perr�tra#ion k�sts. 7'he
samp[es were extruded in the field, Ingg�d, sea{ed and packaged to pre5erve their in-situ
maisture content and reduce disturbaroce during transpor#at9a�n to ti�e la�oratory. Tha la�d
carrying c2�pacity af ih� limestane encountered in the borings vuas evaluated ir� the f�eld by
perFarmance �f t�e i�xas Department of Transp�rtation's (TxD4T} Cone Penetratian Test.
� --1 -- Ri 132958
Drilling and sampiing were performed ir� general accordance wFth applicable ASTNf and TxDOT
�rocedt�re�.
�4.� ��4�ORATORY i�STlid�
The Boring Logs and sampfes were reviewed by a geotechnical engine�r who assigned soil
s�mples fnr testing. Tests were perfarmed in th� labara#ory by technicians working und�r the
dir�ction of the engine�r. Testing was performed in gerreral accordance with ap�fic�bte ASTM
proc�du�es,
�iquid ar�d Plastic E.im�f tests were perform�d on samples of the cohesive soils, Thes� tesis were
used in conjunction wi#h moisture cvntent tes#s �€vr cla�sificatEan and estimating their volume
change �otential. Absarption swell tests were ��rFvrm�d Qn selec#ed samp[es of the cahesive
material� to quar�ti#aiively evafuate volum� change potential at the in-situ m�isture I�vsls.
Soluble s�lfafe tests w�re perfarmed on sel�cted �ample� af t�e sai� subg�ade. Hand
�er��trometer tests and a UU Triaxiaf Test w�re perF��med on u��fractured sam�l�s of cohesive
s�ils to evalua�e str'ength, s#�ear strength �nd cansistency.
The r�suEts of the laboratory t�sts are �r�sen#ed on th� Barin� Lvgs in #he Appendix. Results of
th� swell tests and hydrnmeter tests are presented b�law in Tabl� '�.
YA�3LE '� - ��l��i�RY O� ��.+Idl�LL ���i�
lnit�al �inal
�3�p4� ��r�h�r�e �w�ll
B��'�n� (�+�e��) LL �I �Id�UI�$��'e IW�i��u�'� tp�� (%
i%J ��Io) �
3 0- 2 34 18 19.9 21.7 125 0
4 4—$ A5 2� 12.7 22, 6 625 3.2
ii 5 4- 5 2B �2 8.2 � 5.5 625 (}
7 4� 5 39 1 J 97.3 23.1 625 d.A
9 8-1� 38 �9 14.9 21.Q 1125 C}
'[1 2- 4 4�4 23 11,8 19.9 375 3.8
14 2—�4 35 98 16,5 20.7 375 0.2
� -- 2 -- R113295$
�.0 S1T'� �U��UR�AG� CQ�1�?lilOW�
Th� conditions encauntered at each boring locatian are depicted on t1�e Boring �.ogs in the
Appendix. D�scriptions of each strata with its approximafi�d d�pth and thicKness are pra�lded,
The depths repvrted �n each Eag refer #o the d�pth fram the existing graund sur�ace at the time
the boring was pe�formed. A t�rief d�scriptian of the �tratigraphy indreated by the b�rings is
presented b�{aw.
Dark brawn, brown, browriish tar�, grayish tan, light brawn, reddEsh tan and tan sar�dy clays,
clay�y sar�ds and some silty sands w�r� observed at fhe surface of ali 14 barings. The �pper �,
Z, 4, 3, 3'�2, 2'/�, �, 10, $ and 6 feet Q� th� sail� were considered to be tills in Borings �, 3, 4, 5, 6,
7, 8, �, 10 and 11, respec#ively. Barings 9 and 11 term'rnated ir� �xisting fiA sails. Th� sandy
cl�ylclayey sar�dlsilty sand sails exf�nded ta d�pths of about 7 and 12 fe�t belaw existing gr�d�s
in Borir�gs 1 and �, respeciiv�ly, and tn terminafion depths of about 6 to 1� feet in Borings 3
through 9�4. The cohesive �urf'ace s�ils had Limits �Lk�} af 26 to 48 percen# and Plasticity Indic�s
(PI} af 12 to 28. The silty san�s were nnn-plastic. T�e soils classified as C�, SC ar�d SP
accarding to the Unifie�l Soif Class4fication �yst�m ��SCS) and were ma�stly hard in cvnsistency
with accasi�nal firm and very moist iayers particularly in areas near the botiom of th� drainage
ditch �I�vations or in ar�as v�th less cohesive soils.
Non-plastic, gen�rally hard, tar� sand and gr��e� was next er�cour�#�red in �orings 1 and 2 and
extended to t�rmination de�ths of about 15 fe�t below �xisting grades.
Th� sails over�urden encountered in the borings at thls site ar� cansidered #o b� slightly active tn
activ� wi#h r�spect to rrto�sture-ind�ced vnfum� chang�s and have shrink and awe11 p�tential with
seas�nal maisture ch�nges within the act�ve �one.
�.{� ��OUP��'k�V�4T'�R
TFre borirlgs were advanced in th� dry using auger-drilling techniqu�s. This pracess allows
relat�vely accu�ate shor#�term observations c�f groundwater while drillin�. Seepage was obserued
in Borings 3, 7 and 8 whEje drilfing at depths vF �aout �4, 6 ar�d 8 feet belaw existing grades,
resp�cti�ely. Water lev�ls af �bout 2 and 3 feet below existing grades wer� measured in h�ori�gs
7 and 8 a#�er compl�tior� of drilling. Boring 3 remained dry at �ompletion of drilling. Se�page w�s
not observed in @orings �, 2, 4, 5, fi, 9, 10, 19, 1�, 13 and �4 while drilling and they remair�ed dry
at compl�tion.
Groundwater I�vels w�ll seasonally fluctuate due 4� uariatians 9n the amount of precipitaEion,
e�apara#ion and surFace water eunoff. ln a�ditian, groundwate� co�ditions may change due to
lar�dscape irrigation, tr�� root demand and fram leaking buried utilities,
� _- � -- �� � szs�a
i3O l�►NALYSl� �P�b R�COM14fl�NDATIO�S
7,1 �a�ement R�commendations
�.1.� Rarreme_n� �ubgrade P�epar�tian
!t should be noted that #he majorEty af the new pavement wil! be placed o� r�ew filfs an�l far the
�urpose of tttis repprt we assume #he fiiis wil! consist af' sandy clay and clayey sand saif simiiar to
ihe soil obs�rved in ihe borings, Sased �r� our exp�rience with the �oiis encountered in this
geolagic #vrmation, the variaus sails are nat �nawn �a have sulfates in sufficient concentrafion tc�
indicat� poten#ial damage to Portland Cement Co�crete or sulfate induced heav� in a lime
modified subgrade. �or v�rificatipn, �WI performed saluble suifate testing a#otaE of 8 sampkes
recov�red fram the borings at the locations listed belaw, for the defermination of sul�'ate Gontents.
Sulfat� Test f�ocatians
Sta�ions: �oring 9, 0' to �'
�vrirrg 2, �' to 2'
Boring 3, 2' to 4'
Boring 7, �' to �'
�aring 9, 0' to 2`
B�ri�g 1 A, a' ta 2'
�oring 13, D' to 2'
B�ring 15, �' ta 2'
Solubl� Sulfate Conteni
��aa
�1DQ
<1DQ
�100
�100
<1 DO
<100
�'� 00
Parts Per Millian
ParEs Per Million
ParEs F'er Million
Part� P�r Miliion
F'arts p�r Million
Parts Per Million
F'arts P�r �Vlillian
F'�r�s P�r Miflion
Y�sfing was p�rformed in gen�ra! accordance with t�e TxQOT 1�45E Metha�. Review o#' tha te�t
results indicates the solu�[e sulfate I�vels on all 8 sarnples were at or befow 100 Parts �er Milf�on
(��m)•
�xisting subgrade soils materials at the site ccrosist af �andy clay and cfayey sand soils w�th
�ccasional si[ty s�nds. �F�eae sofls are subj��t to some loss in suppork valu� w�th the moisiure
increases, which vccur b�neath pavement secflons. Ef the Pfasticity Ir�dex (P�) is at or above �2,
th�y react with fime, which serves to improv� and maintain their support va[ue. If the sectians of
the raadway are suppa�ked by soiis wit� a Pi vf les� than 1�, cemer�t modification wi�l IikeEy be
mnre effective than lime. Since variabFe sails w�re o�serrred in the borings and a large
percentage nf �ill sails wiil b� placed, we recammend th�# iime andlor cement series be �ertormed
�fter ffna! rough grades hav� bee established
�'he sail types and depth of seasonal moistur� variatians (Active Zonesa at thi5 si#e ar� estimated
to vary from 1 ta about 7 feet below finished grades. ihe ftillowing recommendatians are based
upan aur experience with the area soifs and assuming fiEls that are placed are cantrofled w�th Pf`�
similar the existing svils.
r�:�.1 -- 4 -- R1132958
The lirrie sF�ould be fhoroug�ly mixe� and blended with the tap � inches (FW Minimum 2012 draft)
of th� subgrade (TxDQT Item 260) or Portland cement €f low cohesion soils are enca�ntered,
Stabiiization shoufd extend a minimum of one foat beynnd the edge of th� pavement.
Yhe modified sail subgrade should �hen be uniformly compacted ta a minimum af 95 p�rcent of
ASTM D698 near, �9 to +3 percent, tF�e aptimum mr�isture canten# determined �y that test. It
shauld then be protected and maintained in a maisi canditinn un#il the pauement is place�.
Project specification� sk�Quld allow a curi�►g period between initial �nd final mixing af th� limelsoil
mixtur�. We recamme�nd a minimum of three days for t�ese fime modified sails. Ti�e a�ailability
of this curing period wit� lime i� of considerable advantage in achieving proper pulverizatio� af
th�e sail, This puEveri�a�ion is necessary to aaF�ieve �nifarm mixing of the soif witF� the lime.
i.�9.� Undr�in+�d She�r i���s
As requir�d by Section 2 of the City crfi Fort Worth's pavement De�ign Standards Manual 2005, a
Unear���lidat�d-Undrained (UU} triaxial shear tesfi were perto�'med a�r samples recor�ered fr�m
tl�e barings and is attached in Appendix A of this repart. Friable soils prevented additianal triaxial
tests. U-U Triaxfal test data or� the recovered samples indicated prir�cipaf stresses �f aboui S,�Oa
PSF to 2�,000 P5F was tes#ed an the selectsd samples. As�uming �n undrained sF�ear stress
ranging from 8,5aq PS� to �5,�D0 PSF rau�h{y corr�{ates to a CBf� values of a�rout 10 to 15. A
�BR value of 1���onservativ�} was used far the pavement de�ign provid�d b�fr�w.
i.7.� ��v�m�nt �3e�i�ns
Pavem�nt d�signs using rigi� type pavemen#s h��ve �een dev�ioped. These de�igns w�re
ana[yzed using the AASHiO �racedur�s and we�� dev�lop�d far av�r�ge to worse c�se
conditions (Ag�reg�te af CBR = Unmadified clay soils ben�akh �" L.ime Sta�iliz�d C'avement
Subgrad�:).
For th� purpases of #�is analysis we will assum� the roadway wil! be classified as an arterial
industrial roadway. Th� design critr�rion i�clud�s a 30-year design life, �.5% grawth and 30O,Da0
Annual �q�ival�nt Single Axl� Lvads far fhe arterial roadway. The follawing design �aram�t�rs
were use� in the pavement an�lys�s:
� -_ � -- RI132958
3COp PSI Concrete � Arterial Roac�s
Cancre�e Section T�icknesa
fnitial S��viceability, po
7erminal Serviceabifity, p�
ReHabili#y, R
Clverall Stanri�rd Deviation
C��erafl Drainage Cnefficient, Cd
Load Trar��fer Go�fficient
Modulus of St�bgrade Reaetion, k
28-day Concr�te Madulus of Rupture
28-day �lastic Modu�us af Ruptt��
Qesign Llfe
� 0 ir�ches
4.5
2.5
85°/a
0, 39
1.�
3,0
2$� �151f Itl
6�0 psi
4,Ofl4,004 psi
30 years
Based on the above parameters, the analysi� yielde� an �8-kip Equivalent Sir�gle Axle Load
(ESAL) exceeding 439,OQ0 annual (Fort Warth Min�mum for Arterial -adjusted fnr growth) for an
1Q-inch sectian af 3,600 P51 canerete. The analysis �ssumed that the cancret� pav�ment is
plac�d on a minim�m of S inohes of lime lor cem�nt} stabiEized subgrade as discussed in th�
sub._qrad� preparation s�ctian.
4000 PSI Concrete,;-.,�r��u�t,rial„ Raad, g_Inches
Cancret� Sectian 7hickness
Initial S�rvic�ability, po
7�rmin�l Serviceabifity, p�
Reliability, R
O�erall �ta�da� �eviation
�lverall Drainag� Coefficient, Cd
Load 7ransfer Coefficleni
Madulus �f Subgrad� Re�cfaan, k
28-day Cancrete Madulus nf Rupiure
28-day Elastic Modulus of RupE�re
Design E.ife
9 ir�ches
4.5
2,5
85%
q.39
1,D
3.2
220 psil in
750 psi
�,OO�,OOCf psi
30 years
E�ased an the above pa�am�ter�, tt�c analysis y3efded an �8-kip Equivalent Single Axfe L.oad
(�SAL) exceeding 439,Q00 annual (Fork Worth Minimum for Arterial -adjusted for growth) fn� an
9-inch section {F1N Minimum) of 4,00�0 PSI concrete. i�� analysis assumed that tfi�e concrete
pavement is placed an a minimum af $ inches of Eime stabilized subgr�de as discussed in the
subarade preaaratio� sectfnn.
1"he concrete sactiar�s sf�ouid f�a�e a minimum 28-day compressive strength nf 3,600 psi. A
minimum of 6 x 1,5 percent �ntraine� air is recommen�ed. The pav�m�nts should be properly
jointed and rei�forced to th� City of ForE �1lorth requirements. ConcretE reinfarcement required
far thfs sectian by the 2012 draft ma�rua� is �4 bars on 18" centers,
� -- 6 -- R1132958
Concrete quafity will be important in order to pr�duce the desired fl�x�ral strength and lor�g term
durability, A mix desig� should be submitted by the co�tractor ar�d correlatiQns between flexural
strengths and compr�ssive strengths verifi�d i� concre#e strengths will be controlled by
compressi�e strengths.
The pavement shouid be reinfarced ar�d jointed as described in �ectio� 4 of th� Pavemen# design
Martual 2012 draft. Contraction jaints as described in S�ctian 4 of th� Pavement Design Manua!
should he sawed as soon as practic�l and preferably within 5#c� 12 hours after placing cancrete.
Joints should al�a be properiy cleaned and aealed as soor� as possib[e to avoid i�filtratio�n of
water, small gravel, etc.
RegUiar maintenanc� should �� anticipated during the service iife of th� �avement. Gracks ar
failures that wili dev�lop should be properly sealed or repaired.
7.1,4 Pa�em�nt �lav�m�nts
The clays and �ilty clays encouniered in the barings are generalfy slightfy active to active and �re
subject to sc�m� volume changes with filuctuations in their moisture c�nt�n�. The clays �xpand
(heave� with incre�ses in m�isture ar�d contract {shrink) with decreases in moisiure. Th�
movement at the c�nter vf the pavement typically occurs as posi construction h�ave. A� the edge
af th� pav�ment, both shrinkage and sw�ll could accur due to seasonal moisture fi�ctuations in
respanse to rai�fall and evapotranspiration.
'!'he �oten�ial magn�tud� af the moisture-induced mavements is rather indeterminate. It is
influen�ed �y fihe soii properties, �urtace drainage, aver�urden pressures �nd to a gr�at �xt�nt by
soil moisture I�vels at the time of canstruc�inn. Th� gr�atest potential for pos#-cnnstruction
mnvement oecurs wh�n the soils are in dry condition at the tim� nf �anstruction, �ased on
7xDOT Test Me�hOd 124-�, potentia! active soil movem�nts, to the boring depths evalu�t�d,
along the alignmer�t are sstima#�d to �ang� up #� on th� �r�er � inches.
Fla# grades shauld b� avoided wit�t positive drainage provided away from the pavement edges.
P� minimum grade af Q.5°fo and prefera�Ey 1°fo ts recomm�nded for all ��vemenfs.
�.2 �a�r�hworklSiie �r��din
Imported fil! should ha�e a LEquid Limit o� �ess than 40 percent. The subgrade in areas td be fili�d
under structur�s, slopes and pavements shouid be stripped of v�g�tatian and any debris present.
The soif subgrade ben�ath th� fills should be scarified #a a minimum depth of 6 i�ches and
unifarmly compacted ta a minimum nf 95 percent of ASTM D C98 at nr a�a�e th� sail's optimum
moisture determir�ed by that test. The nat�ve or impar�e� �Ifs should then be spread �n Icaose lifts,
I�ss than 9 ir�ches fhick and uniformly campac#ed to the same criteria.
� -- 7 -- Rl132958
Utility excavations should be backfillad in accorda�ce tQ City of Fort Worth specifications.
8.0 LIMITA"�10�l�
The prafessi�nal services pertarmed for the preparation of this geotechnical repor� w�r�
accamplished in accordar�ce with currenf and locally accepted geotechnical eng�neering
principles and practices. The recommanciations presented in this repo�t are based upon the data
obtain�d from ihe barings at th� indicated Eocatia�s andl�r from other infQrmation discussed in
this report. The �nssibiiity alway� exists that t�e subsurface cnndifiions occurring between
E�orings, beneat� the existing s#ructure�, across fh� site, or due to seasonallannual climatic cycles
may vary from fhose encountered in the borir�gs, The nature of these variations may not become
evident unti! during ar after cans�ructian. S�auld s�bsurface condi�ions �arying si�nificantly from
those described her�in, EUVI sl�oulc! be irnmeciiately natified to evaivate the effects on these
recammendatians and so supp��mental recammendatians cah be provided. EWl's services
shouid also 6a retaEnecf for the fina) review af design plansfspecifications so camments can be
made regarding inter�retatian ofi the geotechnical recammendations provided in this repark.
The recommendatians pravided in this reporf wer� pr��ared for the exclusive use af our cli�nt.
No warranties, expr�ssed or 'rmpiied, are intended ar made. ihe infarmatior� and
recommer�d�tions pr�vided in this report are applicable only far the design af the types of
structure(s} describ�d Rn the Sit� and Praiecf infarmation section ofi #Ytis repart artd shauld not be
used for any other structures, locatians 4r for any ather purpos�s. We shouid nat be held
responsib�e iQr #he connlusior�s, apinior�s or recornmendations made by others based upan the
infarr�ation submitte� in this re�ar�. If changes to the d�s�gn and/or loca#ion of this project as
outlined irt this repnrk are planned, the recommendations pravided in this repQr� shall not be
considered vaGd unies� EWI reviews these char�ges and eith�r �erifi�� or amend� this repor� in
wri#ing. Construction issu�s such as site safeiy s�rpport of excavations and dewatering
proc�du�es are the resportsibility of athers.
The scope of services for this report does not include ar�y environmental or bialogicak
assessments either spacificafly ar impli�d. Efi the owner is cancerned abaut the po�ential mold,
fungi, bacteria, EdentificatPon of contaminants or hazardous materiais and canditions, add�fional
studies shoufd be urtder�aken.
EWI's capabi�ities fncl�d� a full range of cansiruction mat�rial testir�g and observation serv�ces.
�WI shaulcf be retaEned fio provide tes#ing and nbservatian d�tring excavation, grading, foundation
ar�d cQnstructi�r� phases af this p�aject.
We will retain fihe sarr�ples recovered from fhe borings on this p�oject for a period qf 3p days
subsequent ta the submiftal date printed on this report. After the 30-day p�riad, khe sampfes will
be discard�d unless �th�rwise natifiied by the awner in writing.
� -- 8 -- Rl � 32958
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Ellerbee Wafczak, Inc.
EWk Project No. RI1 �2958
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Trinity Soule�ard
�art Worth, Texas
�Ilerbea Walczak, lnc.
�WI Praject No. RI�329�$
��AiV OF �ORIfVG�
Trinity Baulevard
Fnrk Wo�th, 7exas
Ellerbee-Walcz�k, �nc. �ARIR9� lV�IRaY�f�� Ba 1
45p� Broadway Avenue PAG� 1 OF 4
Halkam City, �i"exas 76117
Telaphon�: 817-759-9999
Fax: 817�759-� 888
CLIENT Ri�erb�nd In�estments PRO.lECT NA�AE Trin�ty Boulevard
PROJECT Nt1MB�l� FiN32958 PROJECi LOCA'I'ION �4. Warth, TX
pATE START�D 1411$113 COMPL@TEO 1D11$113 GR�UNI7 �L�VA7[dF[ N1A
GR4UNq WATEFt L.�YELS:
DRILI.IF�G RAETHOD Coniinuaus Flight Auger AT 71ME OF DwLUNG Dnr
AT END QF aRiLLING , �ry_
NOTES AFTER pR{LLING --
� � ATi�RBERG �
a s ��. � �n � �u
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� � � O MAT�RIAL DESCRIPT]ON W � �� N � � �' � w � F F H [� � � �?
O '"' J LL � N f��h 'u� Q� � .�3 3--' � . � `r
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Brown sandy clay (FILL}
-- sr P = 4.�+
� � :.:. Reddish-tan silty sand
- w9th clayey sand seams
- S7 P� 4.5+ $ NP NP Np 4D
5.0 `.�• ST P � 4.5+�
^ �:�::,;� Tan sand and gravel
... 1�9:.�
-. �::_ �::- ST P = 4.5+
. p• �. •. �.
7.5 ��:.�;.
_ ��a-::�
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m 15.0 �: °'r�i
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FIC3UR� 3
�Iierbee-Wal�zek, Inc. ��RINI� f��liP�B�� E3� �
4501 Broadw�y Av�nue PA�� � �� �
Haltom City, Texas 76117
Telephsane: 8� 7�T�9-9999
Fax: 8� 7-759-1 S88
CE.lEN7 Riverbend In�estrnsnts PROJ�CT NS1ME Tr[nitX Bpulevard _
PFZUJ�CT NUNiBER Ri�t32968_._._ PRDJ�CI' L.bCAiIOH Ft. Wo�th TX
DA7� STAR7�D 70198l13 CC�MPLE1'EC1 10lt8113 GR(]UND El.�VATIDN N!A
GRDLlNC1 WATER l.EV�LS;
DRILL�NG F�A��MQD . CqEtti�]UIiUS F�i9ht Auge� ,, ATTIME OF �RILL.ING 0
AT �ND OP paILLING � . _
NOi�S AFT�R RRiLLING --
p � a ATfEFi��RG z
U � Cp . .,s W � �
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O,D zF.a�C�a � u-
Reddish-tan sandy clay
- - with claysy sand seams
�' Si P= 2.0 112 28 4Q 20 20
2.5
'" Si P =1.75
5.0
ST P= 4,5* 8 32 '15 �7
- ST P=425
7.5
- ST P=1.5
10.0
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FfGURE d
�Il�rbee-vllalczak, Inc. ��1r�IN� illJfldl��lri �� 3
4501 Broadway A�en��
Maltom City, Texas 76917 PAG� 1 a� �
Telephon e: 817-759-9999
Fax: 817-759-1888
CLIENT Riv�rl�end ln�estment& �ROJECT f�Ail�� Trinity Boufevard
�ROJECi Nl3MB�R RI�132958 PI20J�CT LQ�ATIOf� .�'#. V4forkh, T7{
�ATE START�b �0l19l�#3 COIW�LETED 70l18l1s �R�uN[s �L�vA'�oh �1A
��ourvn wax�� �,�v��.s;
�RILLING Ni�TFiqC3 Continuous �II ht Au er AT T{IIME t]F 1]RILLlNG iraoe at 14'
RT END OF DRILLfNG �]ry ,�
i+�QT�S � AFiER �iZILL[NG --
� � ,,., ATT�RBERG z
�
ra � � w a
2 � I-� o u. ti � !�. �� � �
o� � � MA7�i21AL CIESCRIPTIQN a � � �' � � � � ?, o w � � N � � � y a
� a� a a �o .., 3� g? w
� p0 —�` �' � � c� [� c� � a a
nn zl�n:�C7� �- �+-
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Tan sandy clay
- with sand seams
�
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Battam of hale ai 15
S7 I P=125 I I 19 I 34 I i 6 I'i B
ST I P = 3,25
ST I P= 2.5 I 1 25 I 37 I 18 I 19
S7 1 P= 1.5
uT I P = Z.4
5T I P = 0.8
FIGi1RE 5
�Iferbee-Wafczak, Inc. ������ ���8�� �� �
45(31 �roadway A��nu� �A�� � p� �
Haltom City, Texas 76117
7elephone: 817-759-9899
Fax: 817-759-1$8$
CLIEAIT Riverbend lnvestments AROJECT NAM� Trinity_gnulevard
PFtOJEGT NUME3ER RI732S�8 P�'tOJECT LOCATION Ft. Worth, TX
DAi� STARTED 10I1$I93 CQMPL�TE� 1Q178I13 GRpUNb EL�VpTIdN NIA
GROUND VtrATER LEVELS�
C7RIl.I.ING YIAETH�D . Continuous �IightAuqer AT TIME OF pR��I�NG o
AT E'ND OF DRIL.LfNG D
NOTES AF7ER DRILLING --
� Q \ ATT�RBERG �
� .� � ca � o �; `� � � a v �`
p- � 4 O A�ATERIAL �ESCRiPTIOiV � �� y P3 ��i � Z C] U � O"
�v �J � ����' n� y�„ n OZ d� �� Hp ��
� m��0"�C�'1 n �� .'-i� �� Q2 W
Z
0.0 Z F- d� C3 � d u.
Brawnish-tan sandy clay (FILL)
- 5T P=2.5 196 15
2,5
- ST P � 4.5+
Reddish-tan sandy clay �
�.o
5T P= 4.5+ 13 45 21 24
- ST P = 4.5+
7.5
� Reddish-tar� cla�+ey sand
� 5T P�4.5+
10.4
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�Uerbe�-Walazak, �nc. _ �(71�f1d� �,�I'l,i�V��� �- �
45a1 Broadw�y Avenu� �,q�� � p� �
Halkom Ciky, Texas i�9 � 7
7elepl�one: 8� 7-759-9399
F�x: $17-T 59-� $B�
C�IEPI'C Ri►rerbend Irevestmer�ts F'Ft0.1ECT NA199h1E Triniiy Baulevard _
PROJECT IdUII�BER RI9328�$ PRDJE�T L�CATIp�i Ft. Wrsrth, 'FX
DATE STAR'iED 10l18J13 GDIWP�ETED 10l18N3 GROUN� �LEVA�IQN NlA
��ouNo wA�re� ��v��.s:
��i�U�G �i�TMOn Gontinuous �'li�ht Au�er A1" "iINfE OF ORILLING �
AT EN� LiF DRILLING , qry
NQTES A�TER URILLING --
� �' n ATTEFtBERG �
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n.~- � fl- O 11�WT�RIAi. DESGRIPTIpN � � p � � � � � � � � �? � � � � � a o
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- ST P- 1.� �3 48 20 2�9 96
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- -,:' sr
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�Il�rb��-Walczak, inc. ���IR� i�Ul�f��� �$- 6
4501 Braadway Avenu� �AG� 1 qF 1
Haftom City, Texas 761 i7
Teiephone: 8�7�759-9999
Fax: 817-759-'f 688
CLiEN7 Rlverbend �rsvestments PRaJE�T NAN9E TriRi Boulevard
PROJ�G7 NUI�B�R RI13��5$ AROJECT LOCA'TlON Ft� Worth TX
QATE STAR7`�i'7 . 4Q19$f13 __ CDMAI,Ei`�D __'1011p113 GRDiJND ELEVATiON NIA
�ROUND WA"C�R L,�V�LS:
1]RILLiNG M�THQD Cn�tir�uous Fli ht Au er AT TI#IE� qF U�ILLING _Dry
AT ENU OF DRILLiNCs �ry _
NOT�$ A�7ER UitILLINCs ---
� a ,� ATf�FtE3ERG �
(a �' pp � UJ o LEJ
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a� � O MA7ERlAL DESCRkP7lC3N � '� '" r�i c�� z��n' �� � F-, 1��-. �„ C� Q o
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a m���'�o x �a �� g:� z u,
0.0 � z�aiKCi� ° � � ay u��..
Tan clayey sand (FILL)
� - with sandy clay seams
- s7 P = a.5
2.5
- ST P =1.75
� �3rawn sandy clay
�.0 ST P = 2.25
Tan and gray sandy clay
- S�' �= 1.25 18 +�p 20 2D
7.5
- ST P = 2.0
1 b.�
�, Bntto� �f hole at 1 � �eet.
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����rbee-walcza�c, Inc- �p�I1�Ca �lU���F� �- 7'
45a1 Broadwa� Av�nue ���E � o� �
Naltom City, T�xas 76� 17
Tefep hone: 817-755-9999
F�x: 81 i-769-1888
CLIENi Fti�erbend irovestments PR�.1�CT NANi� , Trinfty �oulevard _ _ _
PROJ�CT PiUMBER �14329�$ PROJ�CT LpCAiIQN Ft, Wo�rth. 77{
[3AT� STARTED 7014BI13 COMpLET�a 14178�13 GR4UNn E�.e�aTloN N!A
GI2pUNQ WATER LEV�LS:
DRILLING 14f{E,7Mt}f1 Continuous F'kiaht Au�$r �AT 7lf+A@ OF DRILI,IHG s.o f�
^ � AT END OF DRILI.IN .�'i 2.a fi
Npq'g$ AFT@R DRILLfNG --
w � A7T�RBERCn }-
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-- S�` P = 9.5
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_ sr �_ �.7s ��2 20
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_ 8T P=(l.5
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�f�erbee-Walczak, �nc. ������ �t����� �_ �
�4501 Broadway Avenue pAG� 7 QF �
Haltom City, Texas 76117
Telephone: 817-T5S-9S9S
Fax; 817-759-1888
CLI�NT Riverbend fn��stments PROJEC� R1ANi� Trfni 8oule�ard
PRQ.�ECT NUNiBER RI132958 PRO.fECT L.OGA'I'lON F#. Warth 'Cx
DD��ESi'ARTED 10l9$113 CDM�LETED 7QT1B113 GROLlND E�.EVRTEON N1A
GR�UND 1AFATER LEYELS:
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� AT �hlD pF dRiLLIMC3 3.0 it
NQT�S AFT�eR DRILLI�EO --
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- ST P � 1.5 2d
2 5 Dark k�rown sandy clay
- ST P = 1.25
5.� ST P=1.0
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- 5T P = 3.0
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Ellerbee Walczak, Inc. ������ ���g�� �_ g
45a1 Broadway Avenue PAGE 1 QF �
Haltam �ity, 7�xas 76917
TeEephone: 817-759-9599
Fax: 817-759-188 S
GLIENT Ri�erbend fnvestmenis PRpJECT NAM� Trini �auievarcf
PROJECT �iUAAB.�R Rh3295� pROJEGT LOCA710N Ft. Worth, Tx
DATE STAfiTED 10N8l93_ COMPL�Y�D 'f019B143 GROUNA �L�1/ATION NIA
GRpUNCI WA7'ER LEVEI.S:
DFtILLiI3G Pi1VETFiOD Colltinuoi�s �fipht Aug4r' __ AT TiME dF DRILLING �ry
AT END OF �RILLING �rY
NOTES AFTER �RILLING -- -
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- ST P = 3.5
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-- ST P = 9.25
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_ ST P=1.25 19 38 19 13
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Ell�rbee-Walczak, lnc. �Q���� ������ �o��
�4501 Broadway Avenue PAGE 1 aF �
Haltom Cify, Texas 76117
7e�ephone: 817-7�9-9999
�ax: 817-758-1888
CLIEN7 F2iverbend Invesfinenfs � PROJECT �fAME 7rinitv Boulevard
PROJEC7 NUM�ER Ri132958 PROJECT LOCATION Ff, Worth, TX
DAT� STARTEa 9011$113 COMP�ETED 10N8f13 GRDUND ELEVA710N N1A
CsROUND WAT�R L�VELS:
DRI�,I,Ii�C RaETFlOD Continuous F9iqht Auqer _ AT T[ME �p pR1Ll.ING �
AT EN� OF DR�LLING �
NO�fES _ AFTER RRILLIMG -�
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- S"f P= 3.0 115 12 33 16 17 74
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- ST P = 3.25
5.Q
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- sr p � zo
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' ST P = 1.25
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�llerbee-Walczak, �nc. ������, ������ ��� �
�501 �raadway Avenu� PAG� 1 D� 1
H�Itam City, Texas 78197
Tele�hone; 817-759-9999
F�x: 817-759-1888
C[.I�N7 Ftiverbend In�es#ments PFtOJECT NAM� Trini Boulevard
PROJECT NUMBER Ft1132958 PROJECT LOCATION Ft. Wnrth. Tk
DAT� START�a 101181�3 . CdMPL�iED 1017�113 CrROUN� ELEVATION N�,a
GE�OU�fD WATER LEV�LS;
ORILLING I�ETNOD Continuous F'li�ht Au�er _ AT TIME OF nRli.LING Dry
AT END OF DRII�LING . Dry _
Nl77ES AFTER DRILLlNG ---
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- ST P= 4.5� 12 44 21 23
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Eflerbee-Walczak, Inc. ����li�� �L�l�i��R ��'��
45�� Braadway Avenue pAG� 1 qF 1
Naltom City, Texas 76117
Tefephone: 8� 7-759-9999
Fax: 817-759-� 888
CLI�NT Riverbend In�estmenis PFtOJ�C7NAM� Trinit BouJevard
PROJ�.CT NUMBER RIi32958 pRO,l�C7 LOCATION Ft. Worth, TX
nAT� STkRTED 4QI'fe113 CpMPL.�7�D 'l0118!'13 GRCiUND E�EVATION hrA
GROUNR WAiER L�VELS:
f�RiLLNNG METHOD Contir��aus Fli�htAu�er ar��� oF oRi��iN� _ ory
ar ENn a� ortiLur�� n�y
NOTE.S AFTEF2 DR1LLlNG -�
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- S7 P = 3.75
5.0
nark brown s�ndy clay sT �=a.3}
- S7 p=4.5+
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���erbee-wa�cza�, �nc. C���',I�C i�'1J19d1��� ��i3
4501 �roadway Avenue p��� � �� 1
Haltom City, Texas 76117
TeEep�one: 817-759-9959
Fax: 617-759-1888
CI.iENT Riverb��d Investrrter�ts PROJE�T NAAI6� Trinitv �Vaulevard
�ROJECT P1L�NS�EIZ Fi1i329a8 PROJECT LOCATiOIV Ft. Worth�„TX
DA'CE Sl'AR�'EI] 1�J7819S CQWlPI.E'CEi7 96i18J13 GR(�UNQ ELEVAT101� N!A
S3Ft(3UNk] WATEE2 LEVEI.S:
QRILLiNG FW�'�HOp Coniir�uous Fliqht Auger AT TIM� OF DRILL,fNG tiry __ _
AT �NU OF' i]R1LI.ING AtY
f+lOT�S _ AFTER oRILLING --- ,
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- Si P=+�.�+ 9 �0 13 17 71
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- ST P=4.5+
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- 5T P = b.5+ �
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���erbee-t�a�czak, �nc. �g�IN�`a idllf�'Y�3�� �-��
4��1 Broadway Avenue Pa�� a o� �
Haltam �Ety, Texas 76�17
Telephon�: ��7-759-959�
F�x: 817w759-1888
CLIEFIT _ Ri�erbend fnves#m�nfs � PROJECT NAM� Trinf#v �n�levard
PROJECY NUMB�� i�11379�� PROJECT LOCATION Ft. Wnrth, 'TX
DAtE S7ART�D 1�l18013 COiViPL�T�a 7411 B!'�3 oROUND �LEVAi'fON N!A
GRQUNI3 WAT�R LEVELB;
DRILLING M�ThiQD . Con#inuous FEis�ht Auger . ._ A7 TI�IE pF oFtEL1.lNG ury
AT ENO OF pR[LLING bry
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FIGURE 76
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G�tAVEL GRAVELS ���°� � C�1i� SAµD MIXTUR�B, �.i�r�� oR �va
ANQ � � o� � FIHES
GRAV�LLY ooa vdao POORLY-GRA❑EbGF2AVEL$,
SOiLS (LIiiL� QR N� FINES) b p�a p �� GRAV�L - SAND ihlElXi'UR�S, LIiiLE
O Q�O OR NO FINES
COARS� °
GRAIN�D GRAVELS WI�'H °� �° 4 51LTYGRAV�I.S,GFi,4V�l.-SAND-
�uall�S MORE THAN 50°k ����g � o ti �� SILT MI�TEJR�S
OF COARS�
FRACTIOH
RETAIMEI] pN NO,
4 SIEVE (APF'f�ECIABLE �� CiAY�Y GI�VELS, GFi�4VEL - SAND -
AMDUN7 OF FWESj CLAY MI!(TUR�S
...
GL�Ahi SANDS -'�'�'�'�' ��( W�LL-GRAd�n SANf3S, �RAv�I.�.Y
MORE THAPf 5�% `�ANd . SAhICJS, !_ITTLE C)R M1l0 FlhlE5
OF MATERIAL IS I�+NR ���
LARG�I2THAN SAIdQY
NC7. 20D S1EVE SOILS POORLY-GRE1bE� SANi�S,
SlZE (LITI"l.E QR ND FIIVES} :; �� GRAVELLY SANCI, LITiLE �R N()
FINES
SANDS WITH S1LTY SANDS, SAND - SiLT
MQRE THFIN 5fl°/a FI�IES �� MIXTUF2ES
OF COARSE
FRACTIOi�
PASSING QN NO.
4 51EVE (APPFiEC]A�L� CiAYEY SANI]�, SAN!] - CLAY
AMQUN7 pF F'INE&j . ��' MIX7UR�fi
INORGANIC SILTS AN� V�RY FIN�
BANDS, E�OCK FLOi1R, S1Ll"Y OR
�� CUIYEY FIIVE SANDS OR CIAYEY
81ETS WI7H SLIGHT PLASTICfiY
51LTS INUFiGANIC CLAYS QF LOW TO
LIQUID I.IMIT M�C]iUM PiASTICITY, GFiAV�LI.Y
A
GRA N�D ��� �E�S THA�I 5(l �� CLAYS, SANDY CLAYS, SlI,TY
CLAYS CLAYS, LEAN CLAYS
S41LS — ---
_ __ �� ORGAhIIC SlLTS Ah�D ORGAHkC
___ 81LTY CLAYS OF LOV{l P1AS'iICIT(
iIAOR� 7�iAIV 50% INORGRNlC SILTS, ft+114�'ACEOU.S fJR
OF MAiEI�IAL IS �� i]IATOMACEi�US FINE SAND C5R
SMALL�R THAN SILTY SOILS
ND. 2�0 SIEVE
siz� SIL1"S
LIQUID LII�iIT INOF�GANIC CLAYS OF HlGFi
���� GFi�q7ER'fHAN 5� �'� PLASTIGtTY
�� ORCANfC CiAYS OF MEDIUM TO
Hi�w ��,sTicin, ORGAA[IC 81LTS
__ .��,,,,
�. .�+. .�', ,�+. PERT, FIt1MUS, SWAMP SOfLS WIThI
H1GHL.Y ORGANIC S�ILS ttr, �tii, ��l, �tir F�T NIGH ORGANIC CONT�NTS
NOT�; DUAL SYMBOLS ARE US�D TO INDICAT�, BQRCIERLW� SDIL GLASSIFICR7IDM1ES Figure 77
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PRESENT�A BY:
�i�-� i��`'��
� �` �����������
�c�v�
Geotechnical Engineering— Construction Services —Construction Materials �ngineering Tesfing
3226 Halliax 5treet - pallas, TX 75247 Ph. 972.444.$889 FX. 972.994.8893
� ���
�. �������
�,.', ���
Aprlf 2%, 2D�9
Mr, ,�ovh ��'rr.hn; P,F:
F'roj��l En�ineee
Kimley-H�� ��
8Q1 ChB�'iy S�r��f, �i�aii 9`i
�uit� 13�0
�or� Wo�tri, T�xas 7��n2
�h�t1E� �$"i �} �r.,�i-��,+4{�
E-r�aii; J��fih,l��r�#�ra��lntilsy-�rorn,co�
f��: Gea#echnical [nv�stigation
Proposed VIlat�r l,ine �eplacsment �- Trinity Blvd
Fort Warth, Texas
AGG Project (Vo.: ��2'I-�52
��ar Mr, K�rcl�n,
' C.�ECITECHN�CAL CNCdIN�ERING
" ENV1Ft[3NhiCl+1T�[ C,nr;su�.r�r�;
• �iC7NST]iUGTlG^� fV�ei�:€1t�15 ��!Z,1nI��PINC3 ANl7 �ES71NG
* CONS7�tUGTIfaN {p�pi�r,l;:���
i��e�se find �nclosed ou� r�port summarizing the results of th� gaotechnic�i In!��'�t!C1�t101�
per�ormed at th� a�ove r�fe�-���c�[I ��r�j�r_.t, Wc� tri�s# tF�e r�carnm�r�d�ticrts a�riv�cl ��+�rn tl�i�
inv�5tiga#ion will �rc�vid� y��! ;��ith 1�+� i:�farma�ian n�ce�sa�y tt� cv��n�iet� yot;r- ��r�posed
praject s�ccessfully.
For y��ar fut�r� constructian mat�rials t�st�n� �nd re[ated quality co�trol r�quir�m�nts, it is
eecomm�nded that t�te worl� b� pertarmed by Alli�nce �ec�techriical Gr�u�, Inc. in order #o
maintain �ontinuity �� ;����r_.tinn an� testir�g s�ryic�s for th� proJect �:►��+�r �h� d;:�ctian cf tl�e
Ceatechni��! Pro�e�1 C-n�in�er,
Vlle fh�nk yau fnr th� �pporfunity to provi�e you with aur �eotechnical ��rvice�. If we can be of
fur#��r �ssi�tance, pleasa cfo �at hesitate to cdntact us.
Sinc�rely,
A,�,�1dWC� G��i�CW�lI�AL CF�OUP
��—
�
S�mu�l iran, P.E.
Projec# Engineer
�
...�-� ---��"�--_--�
Marf� �arraw,�P.�
Senior Vice I�r€�sident
l7ailas • Fe, Worch ' I'1'IaCU � L3dt�+kUn • Lungview • Hiintsv911�
3Z2$ Hallfa.� Streer • I3atl,is, T�;�s 7S2h7 ��
'�.,I, Q77 d�d_�FFkC1 0 �.,... f]7l_dd�L.FiR41 ■ ..,.,�.�, �.,r»,..r,.. ,..,...
Y��L� O�` CON�'��T�
PAGE
1.0 IiVTR�DUCTION oa�ooa0000�..eoee__000a__000_�0004..�0�0...o��,d�oe000aa0000000000�000���WW.��ee.._��_ �
1.1 PROJECT ❑ESCRiPTION -------------------------�___�_�___-----------..__.._....�____�_____ �
'f .2 F'URPOSE AND SCOPE _...._�_�..-------------�----------------�_.._....--------------____--1
2.0 FIELD IhIV�STIGATION doo�nwooao�oao�oo�o�WWeo__�_o0__�0400.�A�o�..��o.���daddodddawow000�oo �
3.0 LA�ORATORY T�STIiVG ndad�aaoowd000aoao��oaoao�We.._oo_�000____oo..A�o..o�o.a�andddddow0002
4.0 SIT� A�lD SUBSUR�'AC� COFVDITIONS �A���oo�n�����-���_��Pm..�oA__.�oo.�oo��a�neddddddoaw�
A�.1 GENERAL SIT� CONDITfONS---------------..___�_-----------------------------______....3
4.2 SITE GE�LOGY-----------------.._.._-__--------------_____...._�____-------------------------- 3
�4.3 SUBSURFACE CONDI7fONS -�--T_________________....___��______________________________3
4.4 GRO�NDVIIATER CONDITIONS-----�-----------------------�-��_______________________ �
5.0 11TlLI�Y L[IVE CONSTRUC710N --.�AP--o���...����an�����am��da���o���o����_.__e�__oo_a____o4.
5.� TRENCH EXCAVATIONS------------------------..__-------------___..�__�_----------------4
5.2 5ETTLEMENT OF NEW PROPOSED pIP�LfNE--���----------------------��_�____�
5.3 OPEN CUTS------____......_..--------------------------------......_----------------___............_�____ 5
5.4 TRENCH BRACING 1 BORE PIT SHORING ------------------���--------------------6
5.5 DEWATERING---------------------......___�-----------------------____......__-------------------6
5.6 CQNSTRUCTf�N CONSIDERATIONS---��-�-�--�--------------�-----�--�-�----------7
fi.0 �ARTHVIdORK GUIDELIF��S ���..�.000.��oWdn�ed000�e000Q000�ooQ000���W�.__eoo_.000.__AA�...R�0000g
6.� TRENCH BACKFILL--�-----_�____....�....----------------.._..__....�-----------------------------$
6.2 FIELD SUPERVISI4N AND DENSITY TESTING ___________________________________g
7.a LIMITi4TtONSoAoa�oo�AnWo..��o.�_moo__��oo..AAo�...eooa..����.�,�ooa�bwoQa�000000�o���..,_oo__,�000g
����f2��
PL.ANS OF BORINGS
LOGS OF B�RINGS----
LEGEND - KEY TO TERMS OF' BORINGS & SYMBOLS
'i A & 1 B
2 thru 7
�3
REGOMMENDED SLOPE RAT[OS FOR OPEN TRENCH CUTS-----------��---------------------9
DESIGN OF TRENCH BRACING — LAT�RAL �ARTH PRESSURE --��-��--------------------- �0
ALL1paNC� G�COTEGHIVICAL. GRQIJP, INC. D�2'1�0�2
G€OTECF��'ICAL IAlV�S�IGAT�OAI
PROPOS�D WATFR LIfVE REPLAC�II![�NT
i�iNfTY BOUL�Vi4RD
FOR7 WORTh1, T€XAS
1.0 lAIiRODUCTION
1.'I �'ROJECT 1�ESCR[��'IOIV
The project consists af replac9ng an existing 33-inch diameter water line on Trinity Blvd in
Fori Worth, Texas. Trinity B{vd is a 4-lane undi�ided roadway along the subject utility line
alignment. The subject alignment is approx�mately 1 mile long and begins approxirtlately
0.4a mile east of IH-820 to approximatefy O.T3 miis west af Thames Trai1 along Trirtity Blvd.
The invert depth of the existing lin� ranges from 6 to 1� feet below existing grades. It is
ur�derstood that the new 36-inch diameter line wifl be installed at similar depths �ut in an
offset trenc�. lt is further understood that upon com}�letion ofi this water line replacement,
grades will be raised on the order of 5 fo 14 feet above the existing roadway alignm�nt.
Therefore, the in�er� depths relative to the final proposed roadway grades wiN range
approximately fram 11 ta 20 feet below the new final grade. It is understood thafi apen cut
construction wifl b� performed along the majarity of the alignment to install these new utilify
lines and structures.
1.2 PURPOSE /�N� SCOP�
The purposes af this geotechnical in�estigatfon were ta; 1} explore the subsurface
conditians at the site; 2} e�aluate th� pertinen� engineering properti�s af the subsurFace
materials; 3) pro�ide recommendations for open cut, shoring, and pipe �acEcfiiling, and 4}
address constructabifi�y issues related to horizontaf boring and groundwater dewat�ring.
This repart was prepared in general accordance with aur proposal number P2�-0304E dated
March 5, 2021.
2A �I��,D INV�STIGATIOIV
As requested, the field investigation cansis�ed of drill9ng six (6} test borings a�ong the
�rop�sed utility alignment. The test barings were ad�anced to depths ranging fram 15 to 16
feet below existing grades. See Table � for ihe fest baring depth summary. The test �oring
locations were originally staggered across ti�e roadway along the praposed utility alignment.
However, c4ue to conflicts with existing utility lines, the test barings were relocated to the
outside eastbound lane (right lane) of Trinity Blvd with the exception af Boring B-6. �3aring
A�Li�oNaC� CCOTI�CI-�fi�ICAL GROUP, INC. D�21�052
PAG� 1
B-G was dril[ed in tE�e yellow hashed median. The boring locations were locafied ak the
approximate locations shown an the Plans of Borings (Figures 1A & 1B}.
TA�L� 9: TEST BORING DEPTH & WAT�R TA�L� SUhflMARY
�ortn� {Vo.
-- --8�-� e
B�2
- — �^� --
��-4
--� -- B-5
8-�
Borir�� �ept�
16 feet
�5 fae�
15 feet
� � f�et - -
15 feet
15 feel
11Vak�r ��ap�ge
DUri�g Elrii#ins.�-
91 fe�t
__ � te��-- -
7 feet
b�y
Dry �
7 �eef
I�N�#er �+��tF� l��ao�n
��ill��i� C�m�e�#io�
8 feet
�. feet
��4 feet
Dry
Caved at 12 fe�t
�a�+e� �� � fee#
A truck mounted auger drill rig was used to ad�ance these borings and to o�tain samples for
laboratory evalua�ion. Undisturbed samples of cahesi�e soils were obtained at intermittent
intervals with standard, thin-walled, seamless tube samplers. These samples were extruded
in the field, logged, sealed, and packaged to protect them from disturbance and maintain
th�ir 'in�situ moisture content during transportation to our labaratory.
The re[ati�e densities of the sandy sails encountered in the borings were e�aluated by the
Standard Penetra#ion Test in conjunction with split spoon sampiing. The Standard Penetration
Tests in�ol�es dri�ing a standard 2-inch diameter sampler a total of 1$ inches or until 5Q
blows for 6 inches or less occurs. The blow eounts and driving distances for each 6 inch or
50 blaw increment are r�corded. The first 6�inch dri�e is far seating purpases. The results of
tF�e Standard Penetration tesfs are r�corded at the respec#i�e testing depths an the Lags of
Borings.
The res�lts of the boring pragram are presented on the Logs of Borings in Figures 2 thru 7.
A key to the descriptive terms and symbols used on the iogs is presen#ed in F'igure 8.
3.0 L�QRATORY TESTINC
Laboratory tests were perFormed on repres�ntati�e samples of tF�e soil to aid in classifieation
of fhe sail materia�s. These tests inc�uded A#terberg Limits tests, percent passing #2�0
sieve, maisture content tests, and dry unit weight determi�rati�ns. Hand pen�trometer tests
wsre perforrrted on the soil samples to provi�e indications of the swell poten�ial and the
faundation bearing proper�fes of the subsurface strafa. Uncor�fin�d compressive strengt�r
fests were per�ormed on selected soi� sarr�plas ta pra�ide indications of their bearing
ALLIr4NC� �EO7�CHN�CAL GROUP, INC. DE�1�Q52
PAG� 2
�roperties. T�e results of our testir�g program ar� presented an the Logs of Bor�ngs in
Figures 2 thru 7.
4.Q SITE AND SUBSUR�'ACE COND1710NS
4,1 GEN€RAL Sli� CO�IDITIONS
The proposed alignment is along Trini#y Boulevard starting approximatefy 2,300 feet east of
IH-820 to Thames Trail in Fort Warth, Texas. The alignment is in between existing
residential subdivisions. The subject alignment is approximafely'h mile north th� West Fork
Trinify River and surrounded by 4 relati�ely small to large detention ponds. See the Boring
Location Plans (Figures 1A & 16) for site location and aeriaf view of the site.
4.2 S1T€ C�OLOGY
As shown or� tha Dallas Sheet of the Geoloaic Atlas of Texas, the site is located in an area
where Flu�iatile Terrace deposi�s are o�erlying the Grayson Marl and Main Sfireet Limestone
formation. Fluviatile Terrace deposits are Quakemary Age deposits cansisting of gravel, sand,
silt, and clay. The Grayson Marl and Main Str�et Limestone format9or� typically consists of very
hard limestane, calcareous clay, marl and calcareous shale. Soils d�rived from thi� formation
are typically highly plas�ic clays exhibiting a high shrinklswe[I potential with �ariations in
maisture cant�nt.
4.3 SU�SU1��'ACE CONDITIONS
SubsurFace conditions encountered in ihe borings, including descriptions ot the varia�s strata
and tF�eir depths and thicknesses, are presented on the Lags af Borings. Note that depth an all
borfngs refers to tha depth from the existing grade or ground surface present at the time of the
invesiigat9vn. Baundaries between the �arious soil types are approxirnate.
4.4 GROUWDViIA��R CO�IDIiiOIVS
The borings were advanced using auger-drifli�g methods. Advancement af the borings using
auger�drilling methods allows observation of the initial zones of seepage. Groundwater was
encountered within Barings B-� thru B-3 and B-6 at depths ranging from 7 to 11 feet.
However, delayed water le�el readings upon drilling completion ranged from �4 to 9 feet at
these locations. Wafer was not e�countered in Borir�gs B-4 and B-5. See Tabla 1 for ihe
summary of the observed wafier levsls.
ALLIA�IC� C�O��CH3�ICAL GROUP, INC. DE�19052
PAG� 3
Shallow groundwater le�els should be anticipated in all areas after periods of rain and wh�n
water levels wi�hin West Fork Trinity River and the nearby ponds are ele�ated. Also, shallow
water le�els are likely present in ad�acent existing utility trenches.
It should be noted thaf shallow groundwater levels could occur after periods of rainfall. It is not
possible to accurately pred�ct the magnitude of subsurfiace wat�r fluctuations that might occur
based upon short-ierm observations. The subsurFace water condition� are subject to change
with �ariations in climatic conditions a�d are functions of su�surface soil conditions, rainfall,
water le�els within nearby ri�er and ponds, and water levels with�n adjacen# existing utility
trenches.
5.0 UTILITY LIIV� COWSTRUCTION
5.1 TR�NCH €XCRVATIONS
It is understo�d that apen cut trench excavatians wii] probably �e performed alang the
alignment. It is undarstood that irench depths wEll typically range from 6 to 10 feet below th�
existing ground surface. It is furfiher unders�aod fhat upon completion of this water line
re�lacement, grades wifl be raised on the order of 5 to 10 feet aE�ove fhe existing roadway
alignment. Therefore, the invert depths relafive to the finaf proposed rnadway grades will
rar�ge approximataly from 11 to 20 feet,
Shallow graundwater le�els shauld be anticipated in all areas along the alignment following
wet weather p�riads and when water le�els within West Fark Trinity River and nearby ponds
are ele�ated. See Section 5.5 of this repork in regards to dewatering requirements.
NOT�: Pi�zometers could be insfalled �o abserv� the groundwater levels just prior ta
per�orming exca�ations to assess where dewatering wi�l �e required prior to
cons�ruction.
As indicated on the Boring Logs, soil conditians will include clay, sandy clay, silty clay, gravel,
sand anci potentiafly water bearing sands (running sand}. Sloughing of fh� granular soils
should be anticipated during the exca�ati�n and installation aperations.
For excavation to any depth at this site, it will !�e necessary �o employ either slaped
exca�ations or temporary bracing, reg�rdiess of the soil conditians encountere�. General
guide�ines for design ar� discussed in fhe followi�g sections.
ALL[pef1�CF� GCOT�CI-DNICAL GROUP, ICVC. 9E21�052
PA�I� �4
5.2 SEYTLEMEIVT OF M�11V PROPOSED PIPE�INE
Since fhe grade will be raised � t� 10 feet after insiallation of the new �tility pi�eline, sam�
setflement of the new �ipeline will occur d�e fo the increased �rveight of the ove�burden soils
abo�e the pipe. Settlements shouid be limited to about one inch where supporting soil belaw
�he pipe consists af very stiff clay. Larg�:r s�ttlements would occur where supporting soils
consist of granular soil layers or soft clay and sandy clay lay�rs as described below.
Bori.�iq Na-.
_ B-1
g-2
B-3
B-4
B�5
B-6
De�criptior}
Granular sail ��rith soft clay searrts and iayers befow � 2 fee�
Granular soil and saft clay between 6 to 9.5 feet
Soft sanr�y ciay with sand layers �elow 6 feet _
Granular soil layers below 8 feet
Granular soils below 12 feefi
Granular soils below 5 feef
]n ard�r to reduce settlements after grades are raised, we recommend that a minimum of 2
feet of flowable fill be placed bElow fhe pipe and ta a height of 1 faot above the pipe. Prior to
placement of the flowat�Ie fill, carripact the upper 8 inches of soil below the f[owable fill to
98% ASTM D698 at -2% to �+2% of op�imum moisture content.
NOTI�: 1f proper dewatering is not pe�formed prior ia excavation below any
groundv�ater le�els, the suppariing soils will be disturbed, loosened and
soffened. This wvuld result in large settlemenfis below the pipe after
backfilling and raising grades as proposed.
5.3 OP�N CUTS
Recommended slope ratios for the respective soil conditians are presented graphically on
Figure 9. Trench excavations at this siie should be cut back in accordance with 05HA
regulations.
It should be recognized that free standing s[opes will be less stab[e wY��n influenced b�
graundwater ar saturated �y rain. Caving granular soils and wa�er bearing soils will potentially
be encountered during excavation aperations in some locations along the alignment especially
during wet weather periads. As a result, the soils that wil� be expased within trench
excavations will be very unstable even for cuts that remain open for short duratians.
AL�II�►NC� G€OTFCHPffCAL GROUP, IiVC. DF�2'I-052
�AGE 5
Surc�arge loads, such as thas� r�;sulting from exca�afion spoif, or equiprr��ni, should be
placed no claser than five feet from the crest o# the slope, or in accordance with OSHA
regulafions. Vehicl� traffic �hould be maintained at least fi�� feet from the edg� of the crest.
�xcavatian may encount�r non-compact fil� soils pfaced during previous canstruction af
undergraund utilities. ff encountered, thase fill sails should be sheeted, shored, and braced, or
laid back on slapes no steeper than 1.5{H):1�V) short term (less than 8 i�ours) and no steeper
than 2(H):�(V) long ferm (over $ haurs}. The contractor will n�ed to take measures to a�oid
undermining and damaging the existing underground �tilities.
Due to the variable soil and groundwater cvnditians afong the alignment, the Cantractor
should retain an Excavation 5afety Engineer to design excavation suppork systems and to
monitor temporary exca�afions during constructian. The con�ractor and their competent
person are ultimately responsible for �xcavation safety.
5.� "I'!�@�tlCH BRAoCIMG f BORE P1T SHORII�lG
Where site limitations require exca�ations ta ha�e v�r#ica� side walls, an internal bracing
system will b� necessary, Bracing may cor�sist of timber or steel shoring or manufactured
steel trench braces. T�e lateral pressure distri�ution to be used in fhe design of trench bracing
may be determined as presented an Figure 10. It should be recognized that pressures are nat
included from hydrostatic pressures, surcharge iaads, or traffic li�e loads at trench side walls,
dynamic loads, and vibration, which if �resent, must be included in bracing design. In lieu of a
shoring sy�tem, a trench shield c�nsisting of a prefabricafed rigid steel unit adequate to
wi#hstand anticipated lateral pressures may b� used,
5.5 DEIaVAiERIf�G
Groundwater was �ncauntered within Borings B-� thru B-3 and B�G at depths rangi�g from 4
to 11 feet below existing grade. Shallawer groundwater le�els shoufd be anticipated at all
areas along the alignrrien# during w�t weather periods and when water feve�s are ele�ated
within West Fork Trini#y River and nearby ponds and �xisting utility trenches. In areas where
groundwater is �ncountered, a�ystem af ditches, sumps andlor well paints, and pumping will
be required to pravide groundwater control depending upon tf�e �arying soil and ground►n�ater
conditians encountered in each area. The design of the actual dewatering sysfem required is
the contractor's responsibility. This indudes fhe contral of tail-water f�ow thro�tgh pre�iaus
backfilfed sections.
A►L�IAf�CE GEQTFcCHiVICp►L. GRfll1P, [I�C, D�2'I-�052
�AGE 6
FIOT€ 1: Due to the potential �or pressurized aquifer cQnditions, c�ewatering must be
perFormed prior to the star� of excavation to prevent disturbance and
sofiening of the supparting soils below the pipe. The dewatering should be
performed to a d�pth of at least fi�e (5) feet below the propos�d bottom of the
b�dding exca�afions in order to minim'rze softerring of the supporting sails.
NOT� 2: Battam "heave" (inver� blowaut} andlor sofitening of the foundation subgrade
is likely in some areas where proper dewatering is not performed prior to the
start of excavation due to groundwater levels tf�at are (or will likely be)
several feet above the proposed invert depths at the time af constructian.
5.6 CONS`fRl1CTfON CfliVSID€RATIOIVS
Priar to excavation, the a[9gnment should be dewatered whereby the groundwater level is
lowered to an elevation ot at least 5 feet below the deepes# required exca�ation.
Confirrnatian of adequate dewa�ering along the alignm�nt should be verified prior �fl
beginning excavation.
The follow9ng guidel"mes are presented ta aici in the de�elapment of the excavation p{ans:
e Surface areas behind the crest af fhe exca�ations shoulcf be graded �o that surface
wat�r daes nat pond within 15 feet af the cresi, nor drain into the excavation.
• Hea�y material stockpiles should not be placed near the crest of slopes per OSHA
requirements. S�milarly, hea�y construction equipment should nat pass over or �e
parked within 5 feet af the crest.
� The crest of slopes should be continually monitored for evidence af movement or
potentia[ problems. Freestanding slopes will �ecome less staf�le when influenced by
groundwatsr or saturation by ra�n.
� identify ather sources that migh� affect trench stabi[ity.
a Id�ntify underground utilities prior ia the start of excavation.
• Inspect trench excavations priar to the start of each work shift by qua[ified personnal.
• Continuously manitor trench exca�afions by qualified persannel during construction.
0 1rr�mediately inspect french exca�ations fallowing a rain e�ent ar other water intrusion
by qualified personnel.
� Inspect trench exca�ations by qualified �ersonnel when changing soil conditions are
encoun�ered or after any occurrence that cauld have affected trench stability.
,ALLIAfVCE GEOT�CHNICAL GR�UP, 1NG. DF�21-D5�
L�AGE '�
o Test and manitor for atmospheric hazards (i.e. low oxygen le�els, hazardo�s fumes,
toxic gases} within trench excavations.
6A FcARTHWORK GLJCf��LINFcS
B.1 TR�cNCH BACKFILL
The in�erk depth of the new proposed water line is anticipated to range from 6 ta 1 Q feet below
the existing grades. [t is understood that u�on completion of the water line installafiion, grades
will be rais�d on the order of � to 10 feet above the existing roadway alignment. Therefo�e, the
ir��ert depths relati�e to the final proposed roadway grades will range approximatefy from 11 to
20 feet.
TF�e excavated sails free of rock larger than 6 inches can be used far trench backfill. The
backfill should be placed in thin compacted lifts as specified �elow. The fill materials should be
free of surficial �egetation or debris.
The sanc�y fiEi soils should be placed in 8 inch horizontal [oose lifts and compact�d to at least
98% of the maximum dry dertsity as determined by ASTM D698 test mefhod. These sandy
soils should be compacted at -1 % to +2% abo�e t�e optimum maisture content.
The clayey fil] soils should be placed in $ inch horizontal loose fifts and compacted to at f�ast
98% af the maximum dry density as determined by ASTM D698 test method. These sandy
soifs shoufd be compacted at 0°/a to �3% above fhe optimum moisture conten#.
PlOT�: If the trench backfill soils are placed and compacted in accordance with tF�e
above recommen�afions, settlement 1 consoiidatian is estirrmated to be an the
order of 1.0 perc�nt of the fill height.
6.2 FrII�1.D SUF`��RVf510N poNSD �ENSITY TESTIf,lG
Field density and moisture content deierm�na�ions should be made on each lift Of fill with a
minimum of ane test per lift per every 100 to 150 linear feet of trench �acl�fil�.
Many problems can be avoided or solved in fhe freld if proper inspectian and testing services
are pro�ided. It is recammended �haf site preparation, concrete placemenf, and fill compaction
be monitored by a qualified engineering techr�ician. Density tests should be perFarmed ta
�erify corrEpaction and maistur� content af any earthwork. AI[iance Geotechnical Group
ALLlAM1lC� C�OTFcCHI�![CAL G�iOUP, IPlC. ����e052
�AG� 8
Engineering, Inc. employs a group of experienced, well trainec� technicians for inspaction and
construction materials t�sting �rvho would be pleased to assist you on this project.
7.0 LINiITATiONS
The professional se�vices which have been per�ormed, the findings o�tained, and the
recommendations prepared were aecompl9shed in accordance with currently accepted
geot�chnical engineer9ng principlas and practices. The possibility always exists �hat the
subsurface conditions at the site may vary sornewhat from those encountered in tF�e
borehales. The number and spacing of test bar�ngs were chosen in such a manner as to
decrease the possibility of undisco�ered abnormafities, whil� c�nsidering the nature of
loading, size, type and cost of the projecf. If ih�re are any unusua! conditians dif�ering
significantly from those described herein, Alliance Geotechnical Group should be notified to
revi�w the effecfs on the p�op�sed canstruction.
The recommendations given in this report were prepared exclusively for the use of the client
and t�eir consultants. The �nformation supplied herein is app[icabl� flnly far the �esign af the
previously described de�efopment to bs canstructed at locations indicated at this site and
should not be used for any other structures, locatians, or far any oiher purpose.
We will retain the samples acquired for fhis projeci for a period Qf 3Q days after the su�mittal
date printed on t�e report. After this period, the sampies wilf be discarded unless atherwise
notified by the ow�er in writing.
r4��lAfVCE GEOTECF;NICA� CROU�, IfVC. D�21�0��
P,4�� 9
� I � l.J ���
AoLLIANC� GEOT�CNNICAL Gf20UP, IhlC. D€2'I�fl52
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Praject Pla:
D�21�D�� ��,�� �� �������
f�ROROS€D WAT�R LINE �EPLACEM�NT FIGURE NO:
TRINITY E�OULEVARD ,� �
FORi Vl�OR7W, T'EXAS
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��� O� �ORIfVC ��1
Project: Trinity Blvd - Proposed Water Line Replac�men#
Date: 4/8/2021 Elev.: L.acation: See Figure 9
pe.pfh to water at completion of boring: 8 feet
Depth ta water when checked: v�ras:
Depth to caving when checked: was:
E,LEVATI�N�1 SOIL SVMBOLS
❑EPTH SAMPLERSYMBflL5 D�SCRIPTION
feet & FIELCI T�ST �ATA
r R �-v.-e-rr,
5
i
10
15 1416"
SOJ1.5"
zo
�zs
-3Q
35
Project No.: D�21-052
ivlC Ll pL PI -200 QQ P.PEN uNCON Sifain
% °h %n %a °� pcF tsf ksf %
�-- -- � � -- __-' _'-_-- ----- ----
11" CONCRETE over 2" BASE
-- -- -- -- -- --- ---- ----- ----
Darlc brown CLAY, wl calcareaus nodules, iron nodules 6 2-$
and ravel FILL -- — -- ------ --- 4.5+ -_�_ ___
Brown clayev SAND, wl calcareous nodules and iron �� �5 4.s*
nodUles (FfLL) �z a3 15 ia 4.s+
Dark gray CLAY, jointed, wl calcareous nodules -3.0 -- � --�
25 3.5
-Water seepage at 11 fe�t during driilina
Gray and #an ckayev SAND, wl soft cl�y seams and
sand layers and limeskone cobble
-limestone cabble �t 1 � feet
Boring terminated at 96 feet
4.5
19 3.75
18 1i4 3,5 8.8 8.3
18 37 1.0
1B Afi
Notes: FIGURE:2
Alliance Geotechnical Group, Inc.
LOG O� �OR1Rl� B4�
Project: Trinity Blvd - Proposed Water Line Replacement
Date: 4/812021 E[ev.: Locafion: See Figure 1
Depth fo water at campletion of boring: 9 feet
Depth to water when checked: was:
Depth to caving when checked: was:
�L�VATEON! SOILSYM60L5 p��CRIPTION
��PTH SAMpL�R SYMBOLS
Feet & FIEL� TEST 6ATA
� 0 ��, .
�
�
� �
� �,'•
�
�3
30
36
Nbt2S:
12" ASPHALT over 3" BASE
Browr� clavev SAND, wl gravel and sand (FILL)
Dark brown and brown elayey SAND, wl gra�el, clay
seams and calcar�ous nodules (F1LL}
Reddish brnwn sandy CLAY (FILL)
Tan c�� SAf�D, wl soft clay searrts and Eayers
Dark gray to gray sandy CLAY, wl graveE and sand
seams & layers - sofi to 9.5 feet
-Water seepage at 9 f��;t during drilling
Boring t�;rminated at �5 fee#
Project �[o.: DE2'�-Q52
ME LL PL PI -2�0 ❑p P,PEN UNC4N Strain
% °10 °I °h % pcf isf ksf %a
8 -- -- - - 21 u 9.25 ___ _.__
� 1 — — - --- ---- 4.5+ _ __� ___
13 29 14 15 4,6+
18 — -- - �- .4.25 ___- ---
� s z.s
98 40
27 44 15 29
'f8
1.25
2,0
�n� I 2.a I �.a I s.�
FIGURE:3
Alliance Geofechnical Group, Inc
LOG O� ��RIR�� ��3
Project: Trinity Blvd - Pro�osed Water Line Replacement
Date: 41151202�[ �le�.: Location: See Figure 1
Depth to waker at completian ofi boring: 4 feet
Depth to water when checked: was:
Depth to ca�ing when checked: was:
ELEVATION! SOIL SYMBOLS
DEPTH SAMI'LERSYMBOLS D�SCRIf'71�N
feet
r4
s
10
�s
zs
3Q
35
Project No.: D�2'�-052
MC LL FL PI -200 f7❑ P.PEN UNCON Strain
� °k °% % % pcf tsf ksf %
8" ASPHAL7 aver `I9" siity SANp wl gravef
Brown and darEc brown clayev SAND, wl clay, �
calcareaus nodules and ravef F1LL -- -- -
19
Brown and dark gray sandy CLAY, wl calcareous
nociules {FI�L)
22 48 17 31
5oft gray sandy CLAY, jointed, wl caicareous r�odu.les
and sand layers 20
-Water seepage at 7 feet during drilling 23
i9
Tan anci gray CL.AY, jointed, wl sand lenses and
calcarenus nodules
Boring terminated ai 15 feet
2G
29 I--- I 4.5+ �--- T
3.75
3,U
--- --- 1.25 ----- -___
i25
o.7s
64 112 1.25 2.1 15.0
3.25
Nofes: FlGL1RE:4
Alliance Geotechnical Group, Inc.
�a� �� �o�i�� ���
Praject: Trinity Blvd - Propased Water L.ine Replacement
bate: 319f2021 Ele�.: Location: 5ee Fig�re 1
bepth to waier at completion of boring: bry
bepth to wafier when checked: was:
bepth to caving when checked: was:
E�EvnT�aNr sai�.svr��a�s DESCRIPTI01�
DEPTfi SAMPLER SYM80L5
feet 8 FI�L6 TEST �ATA
r0 im
5
� 0" ASPHALT aver 4" gray silt� SAN D w/ gra�ef
_--_._- --- - --- -- ---- ----- ----
Reddish brown very sandy CLAY to clay�v SAND� WI 4.5++
iron stains and calcareous nadul�s (FILL) 1s �s ,a � a.s
14 q.s r+
Redciish brawn and gray sandv CLAY, jointed, wl iron
stair�s and sand layers
I'roject No.: DE21-052
MC LL PL PI -200 on P.PEN UNCQN Sktaln
o� o� o�y o� °� pCf tsf ksf %
A.5*
14 A.5+
k.6
15 A.5+
16---- -- ---- �73 4S+ 72 6.0
19 83 4.5
90
15
Reddish brown and gray clay� SAND
Boring termina#ed at 15 feet
14 �33�15 I 18 I � � 3.75
2a
z�
aa
Notes
FIGURE:5
Alliance Geotechnical Group, Inc
LOG O� �O�II�G �o�
Project: Trinity Blvd - Propos�d Water Line Replacement
Date: 4/8/2021 Elev.: Location: See Figure 1
Depth to waker ak completion of boring: Caved at 12 feet
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATIONI SO[L SYMBOLS
�EPTH SAMPLERSYMBpLS DESCRlPTION
faeE & FIEL� TEST DATA
� 0 ��-, —
5
10
-95
-zo
- 25
- 30
- 85
I Notes:
Project No.: DE2'I-052
MC LL PL PI -2Q0 ti0 P.PEN UNGON 3train
% °fa o� o� o� pcf �sf ksf %
-- -- -- - --- -`- ---- ------_ -----
90" ASPHALT o�er 2" BAS�
--- ---- ____ _____ ____
Brown clay�v SAND, wl gravel -' 2s '� 'a
Red silty sandy CLAY, jointed, wl clay layers and iron
nodules za
Tan and gray silty sandy CLAY, �ointed, wl iron nodules ss �� -�
and stains
Reddish tan SAND and GRAVEL
Boring terminated at �5 teef
�z
15 35 15 20
�s
17 80
18
3.0
a.zs
425
4.25
4.5�
4_5
4.5+
4.5
FIGLIRE:6
Alliance Geotechnical Group, Inc
l�pC� O�` �OR[i�� �06
Project: Trinity Bl�d - proposad Water �.ine Replacemen�
Date: 3191202'f Elev.: Location: 5ee �ig�re 'I
Depth to water a# completion of boring: Caved at 5 feet
Depth �o water when checked: was:
Depth to ca�ing when checked: was:
EL�VATION! 50lLSYM80LS DESCRIPTI�N
�EPTH SAMPL.ER SYMBOLS
feet & FIELD'FEST DATA
r0 �rri —
�5
zo
as
25
30
�
Notes
��" ASPHALT over 4" silty SAND wl gravel
Reddish brown cla�ey SAND, wl iron stains and
nodules
Reddish brown and brown mediun� coarse to coarse
SAI�D, w/ iron stains and gravel
-Water seepage at 7 feet during drilling
Tan coarse SAND, w/ gra�el and limestone cabbie
-limestone cobble at 14 fee#
Boring terminaied at 15 feef
Proj�ct No.: DE21-052
MC LJ. PL PI 200 po P.PEN IINCt]N Strain
95 % % % % {tcf tsf lcsf °h
-- -- -- - --- --- ---- ----- ----
-- -- -- - --- ----'- 4.5+
t i 29 14 15 4.5++
9 127 4.5+fi 3.4 7,3
11 34 4.25
� --- -- - 18 --- -- -- ----
s
5 - -- ----�� - -- ---
FIGURE:7
Alliance Gaotechnical Group, Inc.
Symbol Descrip�ion
St�ata svmbols
`•,:a �v :e COi�iCRE'Z`E
�::n :v±n.
� �:;°.�.
' �v•d .c;.
� CLAX
� SAND,
ciaye�r
� Asphalti.n
Paving
� CLAY,
sandy
ASPIi�I,T,
PAilEST4NE,
CONCRETE
� Sandy CI,A'Y,
: :
Clayey SANn
� Sandy Si3.ty CLAY
��': graveily
q� .
Notes:
K�Y i0 LOG TF RI�NS ��l���OLS
Symbol pescription
� SAND
Mi.sc. Symbols
�- Water table
at boring
completion
Soil Samp7.ers
� Roak
Core
� Thin Wa11
Shelriy Tube
� Standard
k�ene�ration
Test
1. Expla�atory Y�orings were d�ill.ed on datas indicat�d usfng truck
mounted dril].�.x�.g ec�zipment .
�2. Wa�er level abservations are noted on boring logs.
3. Resul�s a£ tests conduc�.ed on samples recovered are r�por�.ed on the
boring 1.ogs. AbJareviatidns nsed are:
DD = natuara7. dry density (pcf) LL = liquid limit ($)
MC = natural moisiure content {�Sj PL =�lastic limit (�)
ilncon.= unconfins�d compxessian (tsf) PI = plastiai�y indax
P,Pen.= hand penetrometer (tsf) -2D0 = percen� passing #20�
4. Rncic Cores
REC =(Recove�y) sum o� aore sampl.e �ecovered divided I�y length
ofi sun, expressed as pe,�centage.
RQD =(Rock Quality Designation) sum of core sample recovery 4"
or greater in length divided by the run, expressed as
percen�age.
FIGURE.B I
Alliance Geatechnical Group, Inc.
EGONfI�I�R�9�9 S�O�� R�4iI0S
t�o� �xc�v;��io�s o� ao ���� o� [��ss�
Slx:ii femi � Lurrg Tr�ni
. �Ui�r_��r �I t�t;kf5� �04'�f $ hOLP9f
� OSHA �nll. ii 1! M 1! 1
71f ��
Existing fill materia{s, sands, gravels, clayey sands, ~
C �ery sandy clays, and saft clay soifs (hand 1-�/ 1 2 9
penetrometer of 0.5 ta 0.9 tsf)
C Submerged soils from which water is seeping * 1-i/� 1 2 1
� Stiff sandy clay and silty clay abo�e existing 1 1 1 1
graundwater ieve]
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In accordance with the best interpretafion of OSHA r�gulations, submerged soil is defin�d as
water b�aring granular sails, fissur�d clay soils, or fractured rock from which groundwater is
seeping.
** If Type C materials are encour�tered below Type B materials, the o�erfy�ng Type B sails shau�d
be sEoped back in accordanc� with requirements for Type C materials.
hf�T�: Recommended slope ratios may be subject to reduced stability under the influence of
groundwater or saturation by rain. Recommended slop� ratios are desigr�ed for sa�efiy only of
temparary exca�ations and are not designed fo prevent ]imited sloughing during canstruction.
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PrQject Na:
��2��o�z ��G���ilY�i���� SL��� �i10�
I�ROPDS�DliilA��R LI1�� �€�PL�CEM�Ni FIGURE NO;
T�RINITY �OULEVAR❑
�ORi V�IORT�, T�XAS
�,
�A��RAL ��.RTF� �R�55UR�S �0�. lAli�F�AlAL,LY BR/�C�� �XCAV14TIOfVS
�.y_..4� �,,..��..._
Exc�+��t�c
�otfic�
sh=kgH
WHERE:
sh = Latera] Earth Pressure, psf.
g=� Safurated Unit Weight of Soil
Use '13� pcf for Overburden Soils
H= Height af Excavatior�, ft.
k = Earth Pressure Coefficient;
Use 0.4Q
P�OTES:
1)
2)
If water is not al�awed ta drain from behind shoring or bracing, full hydrostat9c
pressure must be considered.
Surcharge loads and traffic li�e loads, if present, must also be considered.
Project Na:
�����-� D�21�05� ��T�R�OL �A��Fi P�ii�S��R��
� ������'�. PROPOS�� �VA�'ER �CN� i��PLACEI�VENY FIGUR� WO:
���;�' YRINI iY BOULEVARD ,� 0
I�O�T 1�ORiH, �EXAS
GC�4.�� �J�de��ro��c� �ac����ies
7C�S �AGE lC1lE]�7C ��'I`��T�`I�l�T�L� �]L�T�
CTI'Y OF PC]RT WORTH TRINI'I'Y BOULBVARD PHl
S'I'�NbAR.D CONSTRLIC'TION SPECII'ICATION DOCY.7MENTS CITY PRnTECT No. ] 02161
Revised 7uly l, 2Q11
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En�er�rise ��rn�pl�a�ce
TH][S PAGE �L��"�' �1��'��TT��l\TAL][�Y ����
C1TY OF FpRT WORTfI '1'R1NIT'Y B0Y7LEVARD PH1
STANDARTI CQNSTRI3CT[ON SP�.CIFICATIUN ➢4]CUIVIEN'i'S CITY PRO.T�CT No. 102101
Revised dulq 1, 201 l
FORT'�ORTH�
�ify o�' �or� V�Io�fih
Business �q�aify �ivision Speci�icatians
�P�CI�L INS'iRUCiI�N� �9R 4�F�R�I�S
AF'pLICATION QF pQLICY
If iF�e total do[lar value of the �antract is $'f 00,000 or more, then a Susiness �quity contracting goai is applicabl�,
A Business Equity Firms refers to certifiied Minority-, andlor Women-, owned Business Ent�rptises (MlWB�).
POL[CY STAl'EMENT
It is the palicy of fhe City af Fort Worth ta ensure the full a�d equitahls participation of 8�siness �quity
Firms when applica6le, in the procurernent of afl goods and services. All requiremenfs and regulat�ons stafed
in the City's current �uslness Equity Ordinance No.24534-11-2Q2D apply io this bid.
Bu�iN�ss �c�urrY �o��
The City's MIWBE goal an #his project is =:�'22; �''� .� ���:% of t�e base bid value af the contract.
(If federally funded) The City's USE goal on ihl� pr4ject is -2�A� .% of the �ase �id value af the confracf.
A Business Equity Prime Contractor can eount it's self perFormance services towards meeting t�� �usiness Equiry Goa1 inr
the assigned NAICS commodity codes on their MBE nr WB� certlficatlan, lfi ihe Business �qulty Prime Con�actor canno#
self-perForm a!I af th� work, it wil! be accountab{e for subcontrac#ir�g wlfh ce.rtifled eusiness �qulty firms to meet ti�e overall
goal.
COMPLIANCE TO BID SpECI�iCAT�ONS
On Gity contracts $100,0�0 or more where a Bctsiness �quity Goal is applied, ofFerors are r�quired to comply wit� the ir�te�t
of the City's Business �qui#y �rdinance by maeting or exceeding the abo�e sta#ed goal through flne of the tollowing
methods: 'I. Business �qulty subcontracting partici�atEori, or; 2. Comtr�ercial �seful fiunctlon services perFnrmed by
th� Businass Equity Prime io counf towards the gaa[, or; 3. Combination of Business �qufty Prime services and
Busir�ess EquEty subcc�ntracting particiAation, or; 4. Busin�ss �quity Joint Venfure participatior�, or; 5. Gvod Faith
�fforf documer�taiian, or, 6, prime Waiver documantation.
5i1BM1TTAL QF R�QUIR�D �OCUMENTATION
The lifilizatian Plan shall be due ai the time specified in the snlicltatian. The applicable documenfs must be
reCe9ved by tha �urchasing Divis9qn, withir� t�e time aflocaked, In arder for th� entir� bid to be cansidered responsive
fo the specificafians. 7he offerer sha11 deliver the Business Equity documenta�ion in person (or emall if designated wiihin
projecf specEfications) to the appropriate employee of the Purchasing Division and o6tain a dateltlme receipt. S�ch receipt
shall be e�idence that fhe City r�ceived the dacurnentation in the fime allacated. Documents are ta be recei�ed no
later than 2:00 p.m., on ihe senond City �usiness day after the bid apening date, exalusive af #he F�id opening daie.
Faxed copies will not he accepted.
The OfFeror rr�ust sui�mit ane of ihe foltawing documentation:
't. i�tilization Form, if the goal is met or exceeded, .
2. Good Faith Effort Form and Utilization Form, Encluding supporting documen�aiion, if participation is iess than siated goal,
or na Business Equity pariicfpatian is accam�lished, ,
3. Prirne Cor�tractor Wai�rer F'orrn, inclucfing supparting docu�nenkation,if the Offerorwill perForrrE ail subcon#ractinglsupplier
opportun9ties,
4. Jain# Venture Form, if goal is mef or exce�ded +�vith a Joint Venture.
7hese forms can be found on-[ine at: htt s:lla s.fortwnrthtexas, avlPro'ectReso�rcesf.
FA�LURE TO COMP�,Y WIiH TH.E CI�'Y'S BUSlNESS E(�L13TY Di2DINANCE, WILL RESiJI.T !N 'FHE BID BEING
CONSIf]ERED NON-R�SPONSIV� TD SPECiFICATIOHS.
�AII�URE TO SUBMIT THE R�GZUII�En BUSINESS EQUITY DOCUMENTA7lOf� WIL�. RESULT IN TWE 61D B�ING I
CON5IDERE� NQN-RESF'DNSIV�. A SECOND FAILUR� W1l.L R�SULT IN'THE OF�EROR B�ING I]ISQIfALIF[ED
F'OR A P�RIOD OF OHE YEAR. YHR�E FAiLURES IIV A FIVE YEAR PEIi1Qp WILL R�SULT IN A
DISqUAL.IFICATl�h) p�RIOb OF TWR�� YEARS.
Any questions, pleasc canfact the Business Equiiy Ui�ision at (87'T� 892-2874.
Depariment of Diversiiy and Inclusion
Business Equity Divlsion
�mail: DVI�V 8��ffice@Forfwarth#exas.gov
F'hane: (817) 392-2674 �f%ctive Q1/01/2021
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Subcont�acto� Lette� of Inte�it
To: k�oberts Tz�.c�ng
�O Bax 765246
Dallas, TX 75376
Phone N�tmher; (459) 72G-2458
From: Adann Lunsfoxd
Consi�ructian Manager / Vice President
S. J. Louis Construction of Texas Ltd.
Date: 101I9/2021
To�al Pages:
Subject: Trfnity Bou�evard �'hase X
Znfenf to Conirac# Minority Suppl�e�r/ Subcantractor
If awaxded, this IeiEer is to serve as r�cord of the intensitons o� S. J. Louis Co�strucfiion of Texas L�d.,
to en�er into contraet vcrith Roherts Trucking for T3rucki��g Services on the above referenced project.
The estirnated total cost of t�ese serviees is
$245.00QA4
If you are i.n, agreement with aur es�imates and iira.tend to enter into contract please sig� this form
azad �ax i� back to our office at your earliest convenience.
Agreement by:
Adam Luzas£ar
Vice President
S. J. Lauis Constructian a�Texas Ltd.
u
Quincy Robez ts
Tztle: Ownez-
RQberis Trucking
S J. Lvurs Const�•uctaa�� a,f'Teaer�s Lirl., LLP P.4. Box $3�
Ma ansfield, Texr�s 7'G063
(SI7) 477-03�a O�ce (8X 7} 4�� 0552 Fax
Subeont�acto� .�ette� o,f'Inteni
Tn: Industry Jur�cfion
3427 W. Kingsley Suite 7
Garland, TX 75Q41
Phone Numbetr:
Fxam:
Da�e:
Total Pag�s:
�ub,ject:
( 9 7 2 ) 926-3526
Adam Lunsford
Estirnator / Vice �'resident
S.J. Louis Constructian of Texas Ltd.
1 �/01/242 i
Trinity Boulevard Phase ].
Inter�f to Contract Minarify �up�lier/ �ubcontractor
IF awarded, this Ietter is to serve as recQrd of ihe intensians of S.J. Louis Canstructian of Texas Ltd.,
to enter znto contractvvith Industry Junctinn for Cons#ruction Materials on the above referenced project.
The scope is for Construchon Materia:ls which reflects $3,038,U55,63
$3,038,059.63 _ _.
If you are in agreement with our estimaies and intend to ez�t�r into aontract please sign this form.
and fax it hack to our office at your earliest con�veni�nce.
Agreement by:
Adam H. Lu %rd
Vice President
S.J. Lou3s Constructian of Texas Lid.
/,� ��f�
Rogelio Cabella
TitIe: Ovvner
Indusiry 7u�ction
.5:�: Lours Canstr�uction af Texas �Lid., LLP P.4. Bax 834
Mansfield, Texas 76063
(817) �77-0320 Offtce (SZ7) �77-USS2 Fax
S`r�bcan��actoY �eite� of Intent
To: d.B. Guz3nan Coristruction, Inc.
291 i Peachtree Rc�ad
Balah Springs, TX 75184
Phone NeemBer:
Fronr�:
Dafe:
Total �ages;
Sttbject:
{21 �} 576-8656
Ada;m Lunsford
Canstructior� Manager / Vic� President
S. J'. Louis Construction of Texas Ltd.
I t1101 /2021
Trinity Baulevard Phase 1
- � .�
�ntani ta Contraefi Minoriiy Su�pIier/ Subcontractor
if awarc�ed-, this �etter is to serve as rscord af the ir�tensians of S. J. Louis Con�truetion of Texas Ltd.,
to enter into cantract with J.E. Gurtnan Cansiruction, lnc. far Co�crete Setvices c�n the abave
refere�ced project, The esti�nated fotal cost vf these services is
$1,719,660.60 ,.
if you are in agreement with our estimatas and intend to enter into contract ple�se sign this farm
a�td fa� it back ta our affice af your earliest convenienee.
Agreement �iy:
�
Adam Lunsfor
Vice President
5.1. I.ouis Car�structian of`i'exas Ltd.
.�v avier Guz
Tit�e: Owne�
3.�. Guzman Constructior�
S J, Loui's Cattstrucfion of Tn�as Li�:, LLp �.0. Box 83�
Mar�s�eld, �'exas 76a63
(817j 477-03�� Offrce (8I7) 4iy OS'S2 Fax
1�``'�f��' : ��4
Minority Business Enterprise �MBE}
Q. Rober�s Trucking Incorpora�ed
Qo �����°�s T�����.� ��nc��°����.���.
nas filed with ti�e Ager�cy an Rffidavif as deflned by NCTRCA Minority Business �nterprise (MBE) Policies &
Procedures and is �ereby cerfifEed io pravid� sarv[ce(s) in #he foflowfig areas:
NA.iCS 238910: SIT� PR��ARA710N COI�iRACTORS
NA[CS �8�4220: SPECfAL1ZED �REfGHT (EXC�p7 USED GOODS} 7RlJCKING, 1.00AL
Th9s Certi6cation cammences January 39, 2021 an[� supersedes any registraiion ar lisfing previausly issued. This
cer�ificatEor� must be updated every twa years by submission of an Annual Update Affdavlt. Af any tirr�e fhere is a
change in ownership, confral of the frm ar operation, natificativrr must be rrtade immediately to the Norfh Cen�raf
7exas Regional Cer�ification Agency for eligibility e�alt�ation.
Cerki�ica�ion �xpiratian: January 3i, 2023
Issueci Date: Jan�aary 31, 2021
CERTI�ICATIOfV iVO. BMMB63336lVQ123
�� ' , , � /
s
Certification Administratar
Disad�antaged Business �nfierprise �DBE)
� A Q. Roberts Trucking Incorpora�ted
��T������,
�� l���e�°ts '�°u�ll��� I�c��°���°�.���.
has fiEeci with fhe Agency an A�da�it as cEefined i�y NCTRCA Disadvantaged Busfiess �nterprise (DBE) 49 GFR
Part 26 and is hereby certEfied fo pro�ide sarvice(s) in the folfowing areas:
NAICS 2389'I Q. 51T� �'R�AAF2A�"[O�! C0�1iRACT�RS
NAlGB 4Z3320: BRICK, STONE, AND R�LAT�Q C�NSTRLICTION MAT�I:[A�. M�RGHANT
WHQL�SA�.�RS
NA.ICS �48�422U: SPECIRLlZ�p FREIGHT (EXC�PT USE� GOODSj'TRLICKING, LOCAL
This Certifcafion commences October 6, 2�20 and supersades any registra#ion or Ifsfing prevEously issued. This
certiFcatian must be upc[ated annualfy by submission of an Annual Upda#e Affidavi�. At any time there is a change in
own�;rship, contro! of #he firm or operation, nofi�icatinn must be made immedfa#eIy ta the North Centra! Texas
Regionaf Cettification Agency for eligibilify evaluatian.
�
Issued Date: October 6, 2Q20
CERTIFECATION NO. BMD�24389N1029
��,��5 ��j`�L�
�
� Tvc� �
� �
�
�` ��
��'ti�n �<
�C`�.�-��'�x
Cerfificatian Adminisfrator
G�����7 �a�e �ates
'�']E3�S PA�]E ]LEI�� �I`TT�El�TT��l�ALY.�� �I..�.A.NI�
CTTY OF FORT WORTii TR�1.'I'X BOULEVARb PHl
STANAARl7 CONSTRUCT[ON SPECIFICATTO1�TbpCllivl�l�f'S CTPY P120]ECTNo. 102101
Re�+ised 7uly 1,.2011
2013 PREVAILING WAGE RAT�S
(Heavy and Highway Construction Projects)
CLASSIF[CAT[ON DESCRIPTION
Aspl3alt Distributor Operator
Asphalt Pa�ing Machine Operator
Asphalt Raker
Braom or Sweeper Operator
Concrete Finisher, Paving and Structures
Concrete Pavemenf Finishing Machine Operator
Concrete Saw Operator
Crane Operator, Hydraulic 80 tans or less
Crane Operator, Lattice Baom 80 Tons ar Less
Crane Operator, Lattice 800m Ouer 8� Tons
Crawler Tractor Operator
Efectrician
Excavator Operator, 50,000 pounds or less
Excavator Operator, �ver 50,000 pounds
Flag�er
Form Builder/Setter, Structures
Form 5etter, Paving & Curb
Faundation Dril! Operator, Crawler Mounted
Faundatian Drill Operator, TrucEc Mounted
Fron# �nd Loader Operator, 3 CY or Less
Front �nd Loader Operator, Over 3 CY
Laborer, Comman
Lalaorer, Utility
Loader/Backhoe aperatar
Mechanic
Milling Machine Operator
Motor Grader Operatar, �ine Grade
Motor Grader Operator, Rough
��F Road Mauler
Pavement Marki�g Machine Operator
Pipelayer
Reclaimer/Pulverizer Operator
Reinfarcing 5teel Worker
Roller Dperatar, Asphaft
Roller Operator, Otner
Scraper �peratar
Servlter
Small Slipform Machine Qperator
Spreader eox Ope.rator
Truck Driver Lowbay-�loat
Truck Dri�erTransit-Mix
Truck Driver, Single Axle
Truck briver, Single or Tandem AxFe D1�mp 7ruck
Truck Driver, Tandem Axle Tractor with Semi Trailer
Welder
Work Zone Barricade Servicer
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
14.7.2
�.6.�5
�.4.�48
18.12
17.27
20.52
14.07
�9.80
17.19
16.99
10.Q6
13.84
13.16
17.99
2I.07
13.69
14.72
10, 72
12.32
15.18
17.68
14.32
17.19
16.42
12.�5
13.63
�.3.24
11.01
16.18
13A8
11.51
12.96
14.58
15.96
14.73
16.24
14.1A�
�.2..31
12.62
12.86
14.84
11.68
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and turrent as of September 20I3. The titles and descriptians for the
classifications listed are deiailed in the AGC of Texas' Standard JoEs Classificatians and �escriptfons for Highway,
Heavy, Utilfties, and Industrial Construction in Texas,
Page 1 of 1
2Q13 pREVAfLfNG WAGE RATES
(Commercial Construction Prajectsj
CLASSIFICAT�ON DESCRIPTION
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling Installer
Acoustical Ceiling Installer Helper
Bricklayer/Stone Mason
Brickfayer/Stane Mason Trainee
Bricklayer/5tone Mason Helper
Carpenter
Carpe�ster Helper
Concrete Cutter/Sawer
Concrete Cutter/5awer Helper
Cancrete Finisher
Concrete �inisher H�Iper
Concrete Form Builder
ConcreYe Form Builder Helper
arywall Mechanic
Drywall Helper
Drywall Tap�r
Drywall Taper Helper
Electrician (lourneyman)
Electrician Apprentice (Helper}
�leetronic Technician
Flaor l.ayer
Floor Layer Fielper
Glazier
Glazier Fielper
Insulator
Insu�ator Helper
Laborer Comrnon
Laborer Skilled
Lather
Metal euileiing Assembler
Metal Building Assernbler Helper
Metal Installer (Miscellanenu.$)
Metal Installer Helper (Miscellaneous)
Meta� 5tud Framer
Metal Stud �rarner Helper
Painter
Painter F�elper
Pi �efitte r
Pipefitter Helper
Plasterer
Plasterer Helper
Plum�er
Plumi�er Helper
R�infarcing Steel 5et�er
Wage Rate
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
25.24
13,67
16,$3
12,70
19.45
13.31
10.91
�.7.75
1432
17.00
11.00
15,77
i1.00
�,5.27
�.1.Q0
15.36
12.54
15Afl
11.50
19.63
1S.&4
�o.oa
18.00
1�,00
21.03
7 Z.81
16,59
11.21
10.89
14.15
12,99
16.00
iz.00
13.00
11.00
16.12
12,54
�.6.44
9.9$
21.22
15.39
16.17
12.85
�1.98
15,85
12.87
Page 1 af 2
Reinforcing Steel 5etter Helper
Roofer
Roofer Fie{per
Si�eet Metal Worker
Sheet Metal 1Norker Helper
Sprinkler System Installer
Sprinkler 5ystem Installer Helper
Steel Worker 5tructura!
5teel 1hlorker Structural Helper
Waterproofer
Equipment qp�raiors
Cancrete Purnp
Crane, Clamsheel, Backhoe, Derrick, ❑'L'fne SE�ovel
Farklift
Foundation Drill Operator
Front End Loader
Truck �riuer
Welder
Welder Heiper
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
17..Q8
16,90
11.15
16.35
13.11
19.17
14.15
17.00
13.74
15.4D
18.SQ
�.9.31
16.45
22.50
16.97
16.77
19.96
13,00
The prevailing wage rates shown for Commercial construction projects were laased on a salary surve�+ conducted
and pu�lished by the North Texas Constructian IndusCry {Fall 2012j Independently compiled by the Lane Gorman
Trubitt, PLLC Construction Graup. The descriptions forthe classifications I'tsted are provided or� the TEXO's {The
ConsCructian Association) website, www.texaassociatian.org/Chapt2r/wagerates.asp
Page 2 of 2
GlZ��l 6� 0� Pr�d�c� ][�e�ui�ern�e��s
'�'�I�S PAG�E �LE�F7� II�T'�']EI�TT�COI�TA�L�� �I1�TI�
CITY O�' PORT WORTH T12TNITY BOULHVARD PH]
STANDARD CONS'TRUCTTdN SP�CIFICAT�ON IJOCUMENT� CITY PROdEC'I' No. 162101
Revised 7uly l, 2011
i_
��� �����
C��`Y ��' ]��Y�.T WO��C]E�
WA.7�E� ��E�PAR'�l�J[E�T�
S'�Al�I��� ]Pfl�.���J�7C ]L�ST
Upda�ed: September 46, �019
The Fort Worth Wate�r Departmeni's Standard Products List has b�en developed ta
minimize the submi�tal review of products wbich meet th� Fort Wort11 Water
Depa�meni's Standard Speci�cations during utility con�truction projects. When
Technzcal Specifications for specific products, are inc�uded as part o� the
Constaruc�zon Contract Documents, �he requirem�nis of the Technical Specification
will ov�rride the Fort �oxth Wa��r Departm�nt's Standard Specificaiions and the
Fort Worth Water Depar�ment's Standard Products Li�t and approval of th�
sp�cific productis will be based on the requiremenis o�E the T�chrucal Specifica�ian
whefher or not tihe specific product meets the Fo�'t V�1'orth Waier Department's
Standard Specifications or is on the Fort Worth Water Department's Standax'd
Praducts List.
7['abxe of �on�ent
(C�ick �n items to go direcfly fo tlte pa�e}
Iterns Page
A. Water & Se�ver
1. Manholes & BaseslCo�npanents ........................................................... 1
2. Manholes & Bases/Fiberglass .............................................................., 2
3, Manholes & Bases/Fraxnes & CoverslR�ctangular ............................... 3
4. Mank►oles & BaseslFrames & Covers/Round ....................................... 4
S. Manholes & Basesl�'rarz�zes & Cnvers/Water Trght & Pressure Tight ., S
6. Manholes & BaseslPrecast Concrete .................................................... b
7. Manholes & Bases/Rehab SystemslCementitious ................................ 7
8. Ma.nholes & Sases/Rehab Systems/NouCementitio�.s ......................... S
9. Manhole Insert {Field Opexations Use 0�1y) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Duciile Iron ................................... .............................................. 1 l.
12. UtilityLine Mar��ex ............................................................................... 12
B. Sewer
13. CoatingslEpoxy ..................................................................................... 13
1 �4. Coating5lPolyurethane .................................................. . ........... . ........... 14
15. Combination Air Valv�s ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 1�
17. Pipe Enlargement Systez� {Met�iod) ..................................................... 17
I8. Pipes/Fiber�lass R�ein�orced Pipe ......................................................... 18
I9, Pipes/HDPE .......................................................................................... 19
20. Pipes�PVC (Pressure S�wer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rebab/CIPP ................................................................................. 22
23. PzpeslRehab/Fold & Form .................................................................... 23
2�. Pipes/Open Profile Large Diaxz�eter ...................................................... 24
C. V�ater
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valv� ........................................................... 27
28. Dry BarreI Fire Hydrants ...................................................................... 2$
29. Maters ................................................................................................... 29
3Q. PipesfPVC {I'ressure Water) ................................................................. �0
31, Pipes/Va,lves & FittingslDuctile Iron Fitiings ....................................... 31
32. Pipes/Valves & Fzttings/Resilient 5eat�d Gate Valve .......................... 32
33. Pipes/Valves & FittingslRubber Seated Butterfly V'alve ...................... 33
34. Polyethy�ene Encasemen.t ..................................................................... 34
35. Sampling �tations ................................................................................. 35
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