HomeMy WebLinkAboutContract 55942-PM1CSC No. 55942-PM1
DocuSign Envelope ICi: 8797C5C8-5FBE-4G76-922F-OB435d630AE1
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STANnAR3� COAlSTRUCi'ION SP�CI�iCATt�N �30CUM f:i�ITS
S�C'1'XON 00 00 l0
TAB11E OF CONTENTS
DEVELOPER nWAkDLll PRO.]EC"1'S
Division 00 - Genet•al Canditions
Page 1 of 8
L�st ReZ�ised
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00 42 43 Pro �osal Foi7n Unit Price 0 5/2212 0 1 9
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0� 45 12 Pre ualiiicatiott Statemen� 09/01/2015
85-4�-�-'� � ' � n� rno n.�r��o
OQ A�5 2C Co�ltractoi• Com �lia�lce �vith Worlcers' Cazn erlsation Law 04/02/2014
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00 52 43 n��eefi�ent O61] 6/2016
QO 61 25 Certificate of Ins�u�ance 07/0 1120 1 1
0� 62 ( 3 Perfor��ance Band O] /31/2012
00 G2 f 4 Pa �nent Bond 0113 I12412
a0 62 i 9 Maintena��ce Band 0]/3 I/20 ] 2
�� r�„H,,,.,,i r�,.,�,�.a;,.�,� n-��;���
gE�'��_9g n�rrnr��o,��o; �
00 73 10 Standard City Conditions of t.he ConsCrucLion ConCract for Develo�er O1l1�/20I3
Awai•ded Pl•ojecks
D��ision {lI - Ue»eraI Re uia•emeuts Last Revised
0 i 1 1 00 S�iinma� of Worlc ] 2/20120I 2
U1 25 00 Subs�itution Procecit2res 08/3Q/20I3
0[ 3 I I 9 Y��econstiuction Meetin 08/30I2013
01 31 20 P�'o�ect Meetin s a71a1/2011
O l 32 16 Coilstruction ]'�'og�'ess Scl�edule 07141/20l l
O1 32 33 Preconstructio3i Video 0 813 0/2 0 1 3
Ol 33 00 5i�bmittals 08/3Q12013
O1 35 13 S ecia[ Pro�ecl Procedures 08/30I2013
01 45 23 Testin anci Ins ectiou Services 0312U/2020
Ol 50 00 "I'em oi�at l+acifities aild Controls 0 710 1 12 0 1 ]
O1 SS 26 ,Street Use Pez'�nit �nd Madi�catio��s co T�•af�c Cantrol 07/01/2011
Ol 57 ] 3 Sto��n Water I'ollutia�� �'��evei�tion Plan 07/01/201 ]
O l 58 13 Tem Oi'3[' PI'OC{L1Ct Si na e �4107/2014
O1 60 00 P�•oduct Re uirements 03/20/2020
Q 1 66 00 Yrociuct Sto�•a e and H�ndlin Re uir•ei��ents 04/07/2414
O] 70 00 Mobilizatia�i and Re�nobilizatian 04/07/2014
Ol 71 23 Constniction Staf<in 04/0 7120 1 4
Ol 74 23 Clea�7i�, 0410 7/20 1 4
O 1 77 l 9 Closeoui Re uire2��ents �4107/2014
� l 78 23 O ei�a�ion anri Maintenance Da#a 04/07/2014
O1 78 39 P�•ojcct Rccord Documents 04/0 7120 1 4
CITY OF FO�tT �VORTH f711ugc� (,rerk L�irfriiw�rau CcntEr
STAAFllA1tD CO3�IS'CEZUCTIOfV SV�C[FICA'1'ION DOCUMEN'I'S -- D�.VELOf'E[Z AWARDED VRO.IECTS ('ir,� Pr�,;� � r:Vr,. IIJ311??
ltevised n9arcli 20, 2020
�acu51g11 Erlvelnpe ID: k3797C5C8-5FBE-4C76-922F-OB435Dfi30AE1
00 00 0�
STANCSARD CONSTRUCTION SPC:CiF[CATfQiV [�OCUf�4F.iVTS
Page 2 of 8
Tecltnical Speci�catio�ts wl�icti l�ave beeii mocIi�ed by tIie Eugiueee specitically foe this
Project; h��•d cogies are incl�Edecl in tl�e Project's Co»tract Dacuments
Dll'151011 O2 - EXlStlll Ca�}ditious
02 41 13 Selec�ive Site llemoiition
02 �#1 14 Utili Re���oval/�lbancloni��enC
02 �41 1 S Pavin� Remo�al
Di�ision 03 - Concrctc
Date
Modiiiec�
NONE
NONI�
NONE
03 30 00 Cast-l.n.-�'lace Concrete NQNE
03 34 13 Coi�ti-ollcd Low Stre» th Matei�ial (CLSM NONE
03 34 I 6 Concrete Rase Material for Trcrt�ch Re air NQNE
U3 $0 QO Modifcations to .l:xistin Conc3-ete Struch�res NONB
Division 2C - �lectrical
2b OS 00 Common Wo��lc Results for �lectrical NONE
26 OS 14 Demolit�on for Electrical S sie:ns NON1?
26 OS 33 Racewa s and Boxes for Elechic�l S steins NONE
2b OS �l3 Under rou��ci D�icts anci Racewa s fo�� Llectrical S stems
Divisio�� 31 - Ea�•tl�worlc
3[ l0 00 Site Clearin NONT;
31 23 16 U�iclassificd Excavation NONE
3l 23 23 Bor��o��v NONE
31 24 00 Em�acil�nents NONE
3 I 25 00 l�rosion and Sediir�ent Conh�ol NONE
31 36 00 GaUions NONE
31 37 00 Ri �•a � NONE
lli��sion 3� - L+;xterio�� I�n rovernents
32 0 I l 7 Pe�-�na�►eilt As l�alt Paving Re �air NQNE
32 O1 18 Tem �o�•ar As lialt �'aviiitr Ke aie NON�;
32 01 29 Cnnc��ete Pavin Re �ai�� NONE
32 [ 1 23 T'lexibfe Base Courses NONE
32 i 1 29 Li���e T�•eatecl Base Courses NONE
32 I] 33 Ceinent Treated Base Co��rses NONE
32 11 37 Li uid Treatec� Soil Sta�ilizer NONE
32 12 I6 As halt Paving NONE
32 J 2 73 As �laaft S'aviti Cracic Seafants NONE
32 13 13 Conc��ete Pavin NON�
32 13 20 Co�icc�ete Sidewalics, Drlveways and Ba�7ier Free Raiii s NONE
32 13 73 Concrete Pavin Jau�t Sealanis NONL
32 l 4 l 6 Bricic Unit Paving NONE
32 J 6 l3 Concr-ete Curb and Gt�tters an� ValEe G��tfers NQNL
32 17 23 Pave�llerit M�rici�� s NONE
32 17 25 Clli'�7 AC�CIi'e55 �alI1�I1Y �i�NE
32 31 13 Chain Fe«ces a��ci Gates NON1?
32 31 26 Wi��e Feiices and Gates NONE
CITY OP FORT WORTH I'rlLrge f.'reck Ur.rl+'ihnlruu C<�nfer
S'I'Al\'DAIZD COI�STRUCTIQN SE'ECIEICAT[O�f i]OCU�4�.�1'I'S--D�V�LOP�12 AWARD�.D PRO.IF.CT5 Cr1z• Prc�j��ctA'u. JR3�?2
EZe�ised Maich 20, 2020
UocuSign Enve]ope ID: B797C5L'8-5FBE-4C76-922F-OE3435Q63UA�1
00 00 00
STANDAI�U CONS'CitUC'I ION SP[�,Cl�[CAT[ON �OCTJn�[CAITS
Page 3 of II
32 31 29 Wood Fences and Gates NONI�.
32 32 13 Cast-in-Place Concrete Retainin Walls NONE
32 9I l9 To soil Placemeni a«d Fiilishia�g of Parfcu7�ys NONi;
32 42 13 H d��o-M.��Iching, Sccdin ,�nd Socldin N(�NE
32 93 43 Ta�ees a��d Sli���bs NONL
Di�isin�i 33 - Utilities
33 O1 30 Sewer ai�d Manhole `1'estin NONE
33 O 1 3[ Closed Circuit Teler�isic�n (CC'I'V Ins �ectioi� NONE
33 03 10 By ass Pun� �in of Lxistiug Sewcr Systems NONE
33 04 10 Joi��t Bondin a�id Electrical Isolatio�� NONE
33 04 11 Coi���osion Conif�oi `['est Stations NON�
33 04 12 Magnesiu��z Anode C�Cl�odic Protectioil S ste�i7 NONL
33 04 30 Tem �as•ar Wate�• Se��vices NONE
33 Q4 40 Cleanin and Acce tance Testi�l of Water Mains NONL
33 04 50 Cleanin of Sewer Maii7s NONE
33 OS 10 Utility Trench Excavatior�, L»��ed�nent, a�id Bac�ciill NOM;
33 OS 12 Water Line Lowerin NONE
33 a5 I3 Feainc, Cover and Grade Rings - Cast Ii•on NON1;
33 OS 13.10 Frai��e, Caver anc( Grade Rii1 s� Co�n �osite NONE
33 QS 14 p'�.1i�sting Ma»holes, inlets, Va[�e Boxes, and Diher Slructures to NONE
G��acie
33 OS 1 b Co�lcrete Watei• Vaults NONE
33 OS 17 Cor1c�•ete Callars NONE
33 OS 20 Au ee Borin NONF.,
33 OS 2l Tunne� Liner f late NONE
33 OS 22 Steel Casitt Pi e NONL',
33 QS 23 iIand'I'unneling NONE
33 OS 24 Installation of Ca��rier Pi �e i�i Casin a�• Tiuinel Liner Plate NONI:
33 05 26 Utilit Marlcers/I.ocators NONE
33 QS 30 Locatior► of ExisCin �1tilities NONI�.
33 1 I 05 �3olts, Nuts, ai�d Gaslcets NQNE
33 11 I O Ductile Iron Pi �e NONL
33 1 1 I I Ductile I�oi1 Fittin s NONE
33 11 12 Pol VIi1 I Chloricle (PVC) Presst�re Pi c NONE
33 l I I3 Concrete P��essure Pi �e, i3ar-Wra>>eci, SteeL C lincicr T�e NQNE
33 ] I 14 Buried Steel Pi c and Fittin s NONE
33 11 IS Pre-S€ressed Coi�cF'ete C linder Pi e NONI;
33 12 10 Watcr Services 1-i»ch to 2-incf� NONE
33 l2 1 1 Lar e Water Meters NONE
33 12 20 Resilient Seated Gate Valve NONE
33 12 21 AWWA Rubber-Seated Buttcriiy Valves NON�
33 12 25 Connection �o Existi�� Wate�• Mains NONE
33 12 30 Coinbination Air Valve Asseit�blies foi' I'otable Water S stcros NONL.
33 12 40 Fire EI drai�ts NONE
33 I2 50 Water San� le Stations NONT.
33 I2 60 Standard Blow-off Valve Asse�nbl NONE
33 31 12 Cm•ed ir� Piace Pi 3e Cil'N NONL.
33 31 13 Fiber lass Reinforced Pi c fo�� Gc�avit Sailitar Sewe:�s NONE
C€-i'Y pF FOR'i �VORTH f!?Iugr• ('rec�k!)rsl+Ihrrliuir Crnrc�i�
ST�DARD CONSTRUCT'IQ�1 SP�CIFIC.ATfON 1�OCUMGNTS—D�VELOPEIZ AWARL7ED I'EZO.lECT5 ['r1i� Pr„j�����:V��. !(13l1%?
Rcvised Marcli 20, 2(12U
UncuSign Envelope I�: 8797C5C8-5FBE-4C76-922F-08935D630AE1
Op 00 UO
S'1'ANDAR[7 CQNS'1'ILUCT[ON SYECIFICA'i'fON DpCUMENTS
Page 4 of 8
33 31 15 Hi h DensiE Pol eth lene (F-IDPE) Pi �e for Sar�itat� Se�ver NONE
33 31 20 Pol i�� 1 Ghloride PWC Gravi Sanitar Sewer Pi e NONE
33 31 2� Qoiyvij�yl Chloi•icle (PVC) Closeci Pi•ofi[e Gi•avity Sanitary Sewer NONE
Pi �e
33 31 22 Sanitar Sewer Sli I_,i�iing NONE
33 31 23 Sai�itar Sewer Pi e Ei�lar ei�ent NQNE
33 3l 50 Saa7itar Sewer Seivice Connections and Se�vice La��e NONE
33 3 i 7Q Coi��bination I-1ir Valve fo�� Sanitaf� 5ewer Force M��ins NONE
33 39 1Q C�st-in-Place Concrete Manholcs NONI;
33 39 20 Precast Concrete Manholes NONE
33 39 3a FiUe�� lass Man�fnles NONL
33 39 40 Wastewater llccess Ch�ir�l�er (WI�C NONE
33 39 60 E ox Lincrs for Satlitai• Sewert• Stitilc�n•cs NONI;
33 41 ] 0 Rein#o:•ceci Coi�cc•ete S�aE•a�� Sewer Fi e/Culveres NONE
33 41 11 Hi h Densi Pol etllyle��e HDPE Pi c for Sto���ii Dj��€i�i NON�
33 41 12 Reiuforced Pol ethlene SRI'E Pi e NONE
33 �46 DO Subdi'ama e NONE
33 46 01 Slotted Storm Drains NONE
33 46 02 Tt�eilcl� Drai�}s NONE
33 �9 IO Cast-in-Place Majfholes and Jtmetion Boxes NONG
33 49 20 Cu€•� and Deo Inlets NONE
33 49 4� Stonil Drai�ia c Hcadwal[s and Win walls NONL
llNv�s�o�� 34 - �1 t•a�as oM�tat�o��
34 4! 1 Q Traf�c Si nals NONE
34 41 10.01 AttacE�ment A— Control [ei- Cabii�et NONE
34 4I 10,02 Attac€time��t B� Coilirol�ei• S�ecificatron NONE
34 4I 10.03 Attaclii��ent C— Softwa�'e S�ec��catiatl NQNE
34 4[ l 1 Te�n orar Traffic Si nals NONE
34 4I 13 I�einoviEl 'I'3•affic Si ��ais NONE
34 4I 15 Reclail tilai• Ra id F[�shii� f3eacoil NONE
34 4I 16 Pcdesh�ian H b��id Si nal N�NE
34 41 20 Roadwa Illumination l�sse�nblies NONE
34 �1 20.01 Artet•ial LED Roadwa Luminaires NO1VE
34 4l 20.02 T'�•eewa L�D Roadwa Lu�rifE�ai�•es NONE
34 4 l 20.03 Resicle�itial LED Roaclwa Lurninaires NON�
34 �1 30 Aii�minuin Si s NONE
34 7 l 13 Traf'fic Cont�'o] NONE
CCI'Y OF FOFtT WO�ZTH 6?Ilug�� C'r•eek Drsu�rhrrri��ri C"r���rr
STP,N17ARf] CO�lSTRUCTf0�1 SP�CIFICATEQT! I�OCUMENTS--i]tVEi.OP�RA�TVARDEDi'�C].TECTS Cit��Pr�,j�•r�:\,i 1U3D??
Rcc+ised 3viaa-ch 20, 2Q20
DocuSign �n�elape 3�: 8797C5C8-5F8E-4C76-92ZF-O[3435D630RE1
00 00 00
STAI�iDARi7 CdNSTRUCTIOI�' SPL:CIPICAT[OI� DOCUARfiNTS
Page 5 of 8
'1'eclinic�jl Specifications listed �elow ��•e included fot• tliis Project ��y refereiice a»d cau Ue
vie`�ecUdownloadcd fron� thc City's wcbsite at:
littp:Il fortwarti�texas.�ovltpwlcantractorsl
c�r
https;/la�»�s.t'ol•ltivo�-thte�:�s.�ov/Proj ectResources/
Divisioyt 02 - Elisti�t Ca�aditians
02 4.! 13 Selective Site Deinolitio��
02 41 14 Utili RemovallAbandoiiinent
02 A l 1 S Pa��i��� Rei�3ova1
Divisia�� 03 - Co�icf•etc
Divisioti 2t - �lectricaI
Last Revised
1212Q/2012
1212U/2012
o2�a2i2o i �
26 05 a� Com���oi1 Wor•Ec Resi�lts fo�• ElectE•ical [ 1 /2 2120 1 3
26 OS I fl De�noiition for Elcctrical S stctns 12/20/2012
26 OS 33 32acewa s and Boxes for Eleet��ical S s�ei��s 12/20/20i2
26 OS 43 Under roluici Ducts and Race�va s fo�� Flectrical S stems Q7101/20! 1
2G 05 SQ Co�n�ntinicatiotas Multi-Duct Coa�dt�it Q2/26120 [ Ei
Divisio�� 31 - Earti�r�vo��lc
31 10 QO Site Clearin I 2/2D120 [ 2
31 23 lb Unclassified Excavatio�i 01/28/2013
31 23 23 f3o�-�•ow O I/28/2013
31 24 00 I:mbanlci�e�lis 01/28/2013
31 25 00 Erosioi� a�id Sedi�nei�t Cont€'ol 12/20/20 [ 2
�z ,�o �-F8H5 , � f��r�
31 37 00 Ri ra � I 2/20/20l 2
Divisiou 32 - �xterior Ijn rovc�nents
32 O1 17 �'ern�a��ent !�s hal� Pavin Re aiY• 12/20/2012
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'z�_�� �i„�,.t�i„ n,,,,,, r�,,,...,,,,� t �����r��
32 11 29 Li�ne Treated Rase Courses 1 2120/20 1 2
����� ro,,,o„+ -r,.e.,�o,7 r�„�o r�„�� , �r�T�,�oiiDr�
�-�� n Q r-r i��
32 12 16 As �halt Pavin 12/20/2012
� ��� -1-�{�9�-1-�
32 13 13 Concrete Pavi�� 1212012Q12
32 13 20 Coticrete Side'tv�[Ecs, Drivewa s atid BaY•rie�• Free Ram s flG/05120J 8
32 13 73 Concrete Pavix�g Joint Se�lants 12/20/2012
C[TY OF FORT WOR�H i'illq�c' C7'<'�'T, 1?iur�rhtrlivr� Q�+�ler
STAND1tR�CQNS'1'ItUC'C'IOAISY�C:IFICA'I'IflNDdCUMENTS—DEVLLOPL-RAWARD�DPROJECTS Citi�Pinje�rNa.l03072
Revised Mareh 20, 2020
DocuSign Envelope fD: 8797C5CS-bF8E-4C76-922F-�B435D630AE1
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STAN�]ARI� C;ONSTRUC:T[ON SP�:C[N'ICA7'TOi� UOCiJl14�i�ITS
Page 6 af 8
�� -1�1�i Q,.;,.t r ,,;� o„�,;,,,� ����r��
32 16 I 3 Conc3�ete Cw�l� �iid Gtiilers a�id Vallc C'�uttci�s ] 0145/20 I C,
32 17 23 Paveme�it Mari<ings � I/22/2013
����c c.l,•�, n,�,�,•o � n��Ei-�� -9-�94��{-3
32 31 13 Ci�ain Fences a�id Gates i2/20/2012
� -���o �z� r���� I �A�B I��
�� �x�,,,,,a �,,.,,,,,� „r.a n„+„n � r�!"'�'z
Z ��� r-�., nc��C������,—n „+,, ;�;,, ,� � x �„ t t,. 9f �9�2-0-I-€r
32 9[ 19 To soil Placc2��en# a��d Finishiu of �'arlcwa s i2/20/2012
32 92 ] 3 II dro-M�alchin , 5eedin , and Sodd�ng 12/20/2012
32 93 A3 T�•ces a��d Slu2�bs 12/20/2012
Divisiu�i 33 - Uti[ities
33 O1 30 Sewcr and Manliole Tcsting [2/20/2012
33 01 3I Closed Cii'cuit Televisio7� CCTV Ins eclion Q3103/201G
� ���n r � r�,�i
�� n�r rn �,.:.,+ �,.,,a;,,,..,,,,� ri�„F,�;,,.,i T�„�.,r;,.,, i�r�n��ni�
�--�-�� ��
'2 2� � a�_i r I,'„r.•�,�:,,,� r''�„+,•„ �'3 �or�t��G � 7 f7-rcrz�n, s�n_; z
� 3--�4- 1 i A <1„rl �. /� .,+I, ., (I ' I '1 !'7�vi�
��, ,
'] �..Ts v�v t�tl�8-�-���-�-�
33 0� �Q Cleaning and Acce tance 'T�estin of Wate�� Mains 0210b12013
33 04 SQ Cle�nin �f Sewer Mair�s 12/2D/2012
33 OS 10 UciliL Trench Excavat�on, Eu��ed�ne�it, a��d Bacicfill 12/12/2016
�z ��z �Oa�
33 O5 13 T'rame, Cover and Grade Rin s— Cast lron 01/22/2016
2� n�� �� i-�t t� n i r-r��
>
33 OS 14 n�jllstit�g Manho]es, Inlets, Valve Roxes, a��d Other Structures to 12/20/20 ] 2
Gr�de
33 OS 16 Concrete Water Vaults 12/20/2012
33 OS l7 Conc��e[e Collars 12/20/2012
�3--�9 , � n.�,�
���� �r,,.,,,a��13� -'�����!�'�
�� � � r���
� �_-��� -�-�{�'��
�Q� —H?Li-n;n�G n�rioQ� �_o�ior�
33 OS 2& Uiility MarlcerslLocators 12/20/20 ] 2
33 OS 30 Location of�Existin UtiliEies 12/20/2012
33 11 45 Bo�ts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile iro�� Pi 3e 1212012�12
33 I] 1 1 Ductile iro�i Fittings 12/20l2012
33 11 12 Pol in 1 Chloride PVC) Pressure Pi e 1 1/16/20] S
� ��� � �_ �_� � , � �-�, �� zo r�o i�
a �
�--�-4 �H'Ee� �t i � r�s��
33 12 10 Water Seivices ]-inch to 2-inch 62/14/2U17
33 12 1 1 La�• e Waier Meters 12/20/2012
33 12 20 Resilie�it Seated Gate Valve 1 2120120 1 2
33 12 21 /AWWA EZubbe3�-Seated Butte���l ValWes 12/20/2012
33 12 25 Connection to Existin Water Mains 0210b/2013
�z2�� _; � �n , �r��z,�n��or�
CI"1'Y OF FORT WORTH i'ill�rg�° CrucF Oi.�•rr�ibiuiorl Ceiuc>r
STANDARD CCJNST[tUCT[ON SPECIFICATION dOCUMF,NT5—DEVF,LOPF.R AWARDED PR07ECT5 Cirt� Prnlccr ��'o. 103U71
Rcvised Nfarch 20, 2Q20
DocuSign Envelope ID: B797C5Cfl-5FBE-4G76-922F-OB435D63UAE1
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Fire I-Iydrants
Water Sainule Statiot�s
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STANnA RD CONS'I'R�IC'1'iQN SPECIFICATION BOCU�4ENTS
Page 7 of 8
01/03/2014
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Cast-in-Piace Concretc Mat�holes
Prccast Concrete Manho{es
Reinforced Cancrete Starin Sewer Pi�e/Cul�eets
Cl�.rror7 Cfn���_ �.��
Trci�►ch Drains
Cast-ir�-Place Manholes and Junction Boxes
Ctiu•b and Drol� Inlets
Stoa-n� Ur�ina�e iieadwalls anci Win�walfs
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CITY OF FpR'I' WORTH !'rll�f��� C'rr<-k Ur,�trih�rlirni C'eiti�r
STANDAAD CONS`fRUC'I'EON SYECCFICATIONDOCUI�4�NT5-DI;VF..LOPER /1WAE2DED PROJECTS Cirs' P�'njc�el:Vif. 1!1_i11?�
Reviscd March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH Village Creek Distribution Center
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103072
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
pocuSign Envelope ID: B797C5C8-5FB�-4C76-922F-OB435D63�AE1
oa az a3
DAP - A]D PROPOSAL
P�ge ] of F
SECT[ON 04 42 43
Developer Awarded Projects - PROP05AL FORh/
�II�I�i7:7[+a�=�1�;
Bidder"� App�icafion
Project lieui Tnfm�€uation Bidder's 7'roposal
Ridlist Item S�aeciCication Uni[ of Bid
�0 33escription Section Nn. Measure Quantiiy �ait 1'r3ce Bid Value
U1VIT I: WATER fMPROVEM�NTS
1 3311.0281 8" PVC Water Pipe __ 33 11 '12 LF 115 $39.00 $4 485.D0
-----.. ---... ------ .._ ._.__...__,.� �.�_�,_ ____ �_,_..�.,_,_, � __ -- --- ----- _- ._._
2 3311.04fi1 12" PVC Water Pipe 33 11 92 LF 831 $b7.0{l $47 367.00
_..
3 3311.0551 16" DIA Water 33 11 90 LF A4 $278.00 $'i2,232.00
_. _ _ _
4 3312.2203 2" Water 5ervice 33 12 10 �A � $6,252.00 $6,252.00
_ _ ... . . __ __ _ _ _ _ _
5 3392.3003 8" Gate Va[ve 33 12 20 �A 1 $1,481.OD $1,481.00
_.
6 3332.3005 12" Gafe Valve 33 12 20 �A 3 $2,448.00 $7,344.fl0
_
7 3392.4112 96" x 8" Ta�ping Sleeve & Vefve 93 12 25 �A 1 $6,423.OD $6,423.fl0
8 3392.0117 Conneciron to Existing 4 12 Water Main 33 12 25 EA 1 $3,320 00 $3 320 fl0
-- ----.. -.-- --._ _._�_____ �_ __�._,_ _...._�_ . _._.�.._ _ _ _ __
9 3312.0906 Cannecfion to Existing 96 Water Main 33_92 25______ __ EA __ 1_ $3,683 00 $3,883.00
- -- --- _ _.
1Q 3305A90S Trench Safet 33 05 10 LF 990 $1.00 $990.�0
-----------------.Y __._._ --...... _ ._. �.___ ._._._. _._ ..�__�.�...�_.___. T..___ -- ---
'I1 33t 1.OD01 Ductile Iron Water Fiftings wl Restrainf 33 91 11 TON Q.25 $1,059A0 $264.75
12 3993.0001 Automafic flusher EA �{ $5,877.00 $5,877.00
_ .. __ _ _._ _ _ _ _ _ _ _.
_.. _. __ _ _
__ _ _ _ __
__ _ _ _ _ _
_.... _.__ _ _
TOTAL UNIT I: WATER IMRPOVEMENT $99,7�8.75
CITY OF FOILT 1VORTH
SFANI)AR�� CQPFSTR[FCTION SPL•.C[F[CAT€ON �OCUM6Ni'S - i)IiVF.LOPI:k AIVAl117RD PROJF.CTS
Form V enion Mf ay 22, 20I9 06 42 d3_Bid Proposal_bAP -'rCC Signzd - Rev I- 2021.05.24.x1s
DocuSign �nve[ope ID: B797C5C8-5F6E-4C76-9Z2F-OB435D630AE1
an az a3
17AP - Itlf� PILOPOSAL
Pag� ?. af G
s�cTEor� oo as as
Developer Awarded Projects - PRDPC3SAL �O�2M
.. . r
i
Bidder's Application
Pinjeci �tem InFm73iaiiou Bidder's Proposal
T3idlist Ttam Specification Unit of ➢id
DcscriEftion Unit Price Bid V�1ue
No. Sectiou No. Measure Qisantiry
UNIT il: SANITARY SEWER IMPROVENIENTS
1 3331.4115 8" Sewer Pi�e 33 11 9(T, 33 LF 5 $66.00 $330.00
_ . _ _. .. __._
2 3339.9009 4' Manhole 3339'!Q, 33 EA '[ $2,�F19.00 $2,499.00
3 3301 A002 Posi CCTV [nspeci€on 33 41 31 LF 5 $1.00 $5.�0
_._ _____.. _..�_— - -- --..._ _.._ �._.�._ ._
4 33D5 0109 Trench Safety _� 33 05 90 LF 5 $1.Qq $b.00
--- . _ . �.._. ..�_ __,._._.__._ __ _.. _._� , „ _.�__.,._._. _., . , _
5 33D1 A109 Manhofe Vacuum Tesiing �_� _ 33 41 30 EA 1 $1pQ.Q0 $900.00
-----_. . _ � . ._._..,._ _�____._�__._� _.�. __,___ -- --- --- _..._ , . ._ � _�.�...___ ___._ __ , ��_,.__,..,_
6 33p5.0112 Concrete Collar 33 05'i7 EA 1 $1,083.Qfl $1,083.00
__ -
__,_��__W,_��_�._, _.____�,___,_. __ _ — _..._._. . �.. _.,_,__.�,..,.__ _�_,_,___,_ ��_
7 3339.�t003 A' Extra �e�th Manhofe __� _ 333910 33392 VF 12 $417.Q0 $5,004.00
_ _ . . . _ __ _ __ __ _. ._.
_ __ _ _ _ _ _..... __ _ _ _ _
_ . __ _ _
_ __ _ _ _ _ __ _.. _.. , _ _ . _ _ _ _ _ _ _ _
_. .. _ _ __ _ _
_. _ _ _ _ __.
__ _ __ _ _ _ _
_._..._.. _ _ _ _ __
__ _ _ _ _ __ .. ___ _. . .. __ _ _ _ _ __
__ __ __
_ . . _ ___ _ _ _ _ _.. _. .. _ __
707AL UNIT [L• SANITARY SEWER IMRPOVEMENT $8,946.dp
C�TY OF FORT 1VOS2'IYi
S'I'AN17AR[] CONSTRUCT]ON SPfiCll°ICATfON DOCUMF.NTS -DEVI.LOPER ANARDHB PRQJCC7S
Form Vzrsion May 22, 2p19 60 42 •43_Rid Prqpotia!_DAP - TCC Sign�•6 - Rcv ]- 2021.05.24.x1s
�ocuSign Envelope ID: B797C5C8-5FSE-4G76-922F-OB435D630AE1
ao az as
i)AP-BID PROPOSAL
Pngz 3 of!
SECTION 00 42 43
[leveloper Awarded Projecis - PROPOSAL FORM
UN[T PR��E �ID
�idder's Application
Peoject Ttc��i 1�farmali0n Aidde3's Proposal
Bidlisllcc�3i Skiecification U��i1 of Aid
C}escrsption llnit Price Did Valuc
No. Sectioif ]dq. MeaSure Quanlify
UNIT IlI: DRAINAGE IMPROVE�1lIENTS
1 3341.D2fl9 21" RCP, Class II] 93 41 10 LF 100 $53.40 $5,300.00
_... __.
2 3341.D2fl5 24" RCP, Class I!1 33 4� 10 LF 100 $fi6.40 $6,600.D0
_ __
3 3341.0402 42" RCP, C{ass I!I 33 41 10 LF 16 $144.00 $2,304.a0
___
�4 3341.'l3D2 6x3 Box Culvert 3349 10 LF 136 $31'[.00 $42,296.00
_ .. .
_.
5 3349.00a't 4' Storm Juncfion Box 33 49 10 EA 1 $4,688.04 $4,688.00
_ .
6 3349.0004 7' Storm Junction Box 33 49 10 EA 1 $8,038.04 $8,�98.00
Yp _ __... .. _ _ _ . . ...
7 3349.4001 SET, i e I for Sox Culverfs 33 49 90 CY 1 $10,463.04 $10 463.00
_...
& 3349.8�01 �0' Type 2 Inlet 33 49 ZO EA 2 $8,3fi3.00 $16,726.�0
_..
9 3�I37.0104 Medium Stone Ri ra d__ _ 31 37 00 5Y 91$ $1fl.00 _$1 �180.�0
_ _ -- — ---- _ --- _P p �]' _..,._.�_._ _.,_�_._. _. _,__...__, ,.__..._.
10 3305.0109 Trench SafetY --. ___ ...__�_.._._. .�. __._._�._..___�_ 33 05 10 ...__._. .... �F 352 $'I.00 $352.�0
-- ----- -- -
11 3305.q112 ConcreteCollar 330517 EA 2 $1,083.0❑ $2,166.40
_ __
__
_ ___ __ _ __ __ _ _ __ _
_
__ .. _. __ _ _ __ __ _ _ _ __ __
707AL UNIi ill: DRAINAGE IMRPOV�MENT $10D,173.0�
CITY OF FOR'I' 1VORTH
STANDAR� CONSTRUCTION SP[iCIPICA'fION I)QCUMSIiN"f5 -13FiVELpPf?R A\VAR�ED PitOIGCTS
Porm Version N[ny 22, 2019 Oa 42 43_ Bid Pravosal_�A P-'fCC Signed - liev I- 20� L(15.24,xis
docu5ign Envelope ID: B797C5C8-5FBE-9C7fi-922F-OB435D630AE9
oaaz ��
onr - srn raorosn�
PIIaL A uF (
s�.crioN oo a.2 ns
Developer Awarded Projects - PROPOSA� FORM
-- - �
.
E3idder's Applicafian
Prnjcct �tem Tn1'ornt�Stion Bidder's Prupasal
}3idlis� lte�n Specircalimi Uuit of Rid
Descriptiou t7nit Yricc IIid Value
Wo. Scctioi� ]Zo. Mcasure Quautity
UNIT IV: PAVING iMPROVEMENiS
� 3209.0203 Asphalt Pvmt Repair Beyond �efined 34 Q1 17 L� 845
Width, Industrial $16.57 $14,0�1.65
_ _. _
2 _ 3213.0'[04 9" Conc Pvmt _ 32 i3 13 SY 2244 $52.47 $917,532.80
__ . ... ..... . _. . __ __.
3 3213.0301 4° Conc Sidewalk 32 13 2D SF 16754 $4.05 $67,837.5�
_.
�i 3213.0506 Barrier Free Ramp, Type P-9 32 �[ 3 2D EA B $547.00 $8,282.0�
----- --_-____.,..________,._____,..�_�__.,..____.._____._____�._____- __.-----. _.... __. _
S 3211.0501 6" Lime Treatment 32 11 29 SY 2fiO4 $4.2D $10,920.0�
___. _.�__ ��__...,� ._._�_.. ._._._ _., _ _
3292A401 Uftlrty Sarvice Surface
6 32 92 13 SY 60
Resfaratian Hydromulch $0.66 $39.60
_ �_�_„_.._�_,_. _.__�__T� � ___- - ---_ _._ _ , __..__.. ___,_
7 347� .0001 Traffic Cantral 34 71 13 MO 2 $3,75�.00 $7,5f10.04
_ __..� ..____..__�____ �._ _ ---- _ __, ��_��.W_. __ _. _
8 9999.00D2 9" Concrete Driveway _ 32 13 20 SF 245D $5.83 $14,283.54
_ __ __ _ _ _ _ _
_ _ _ _ _ _ ___ _ _ __ _ _ _ ...... ...
_.
TOTAL UNE7 111: PAV[NG IMRPOVEMENT $235,397.05
C]TY OF FORT \V0I2"I'I�f
S'I'ANDARD CONSTRUCTIOiJ SPL•CIP[i'A'1'€ON DOCUM�h'TS - PGVF;LpPF�a p`VARDrB PR07�.CT5
Form Versimi Mny z2, 2014 Q04243_Bid Proposal_[?AP-"fCC Signed-i2ev l-2021,05.2d.xl,
�ocu5ign Envelope ID: 879iC5C8-5FBE-4C75-922F-08435D634AE1
nnnzn:s
DAP- BI� PItDPOSAI.
Pag� 5 of 6
S�C71QE� 00 42 43
De�eloper Awarded Projects - PROP05AL FORIvI
.. _ �
..
B�dder's A.pplication
Pc�oject Ttem Info��mation Bidder's Proposal
E3idlist Ttem Speci�c�fion Unit of Did
�o Descc�iption Sectio3i No. Measure Quantity ���it Price Bid Value
UN1T V; 5Tf7E�T LIGHTiNG 1h1iPROV�NlENTS
1 3441.3037 Furnishllnstafl 10' - 14` Washington 34 49 20 EA 4 $2,938.36 $11,753.44
__
2 3441.3110 Instal[ Lighting Fixture 34 41 20 EA 7 $29&.92 $2,078.44
_
3 3441.3201 LED Lighting Fixfure 34 41 20 EA 7 $973.67 $6,815.69
.
4 3441.3502 Relocate Sfreet Light Pole 34 41 2❑ EA 1 $4,000.00 $4,Q0440
_ _ _ _ __ _ __ ____ _ _ . _ _ _ .. .... .
_ __ _ __ _ _ _ _ _ __
_ _ _ _ _ _ _ _ _ __ _ _. _ .. . ... .. ... . . ... .
__ __ __ __ _ _ __ _ __ _ __ _ . ... .......... ....
_ _ ___ _ _ __ __ _ __ _ __ _ __ __
_ _ __ _ _ __ _ _ _ __ _ _....... __...
_ _ _ __ _ _ _ _ _ __ _
_ _ ._ __ _ _ _ __ _ _ _ _
_ __ _ ___ _ __ _ _ _ _ __ ._ _
_ __ _ __ _ _ ___ _ _ ___ __ _ . .. __... . _
_ __ _ _ _ _ _ _ _ _ _ _.
_. __ __ ___ _ __ ___ _ ......
_.. _... _ __ __ _ _ _
TOTAL UNIT V; STREET l.fGH7ING 11111RF'QV�MENT $24,647.57
CITY OF FORT WORTH
STANI]ARn CONSTR[3CTIDN SPLCIFICATION DOCUi4fGNT5 - �GVLLOP[R AIVARAF•,p PROICC"fS
Fumi Version Mny 22, 2DI9 00 A2 43_Rid 3'ro�osol DAP -'iCC SigneS- Rev l- 2021.0524.x1s
DocuSign Envelope ID: 8797G5C8-5F6E-4C76-322F-flB435DS30AE1
on•sz.i�
DAP - BI� PROPC35AI.
Pagc 6 al 6
SEC3'ION 00 k2 43
Developer Awarded Prajects - PROPOSAL FORM
UNIT PRiCE BID
Bidder's Application
Prnjcci itcm Tiifonnaiiun Biddcr's Proposnl
Bidlisl Ttem Speci['scalio�i Uitii� aF Bid
Dcscription [InitPdce BidValue
No. Scction No. �Aeasure Qa:tniily
I�e[I S��mi3ia�'Y
UN1T I: WATER 111IPROVEIVi�NTS
UNIT il: SANfiARY SEWER IMPRaV�M�NTS
UNIT []I: dRAINAGE IMPROV�M�NTS
UNIT IV: PAViNG I#NPROVEM�#VTS
LiNIT V: STREET LiGFiTiiVG IMPROVEM�NTS
7'kis 13id is suha�aitted 1ty tLe e�3iity Eta�tted belo���:
i3] DD�.R:
T'hc Cnnlnn f:nm��arit
I�UI LIS.E I-15�'
Suifc i�IF
P.inncrs Rr�u3cli, �1 \ '��:i�
Cantractor agrccs fo complcfc WOkTC fnr FI�'AL ACC�P'I'ANC� �rilliiw
CONTRACT cnu»cicnccc tn run as prnvi�ec� in dEe General Cau�litinns.
�ND OP S1�,CTION
C€"I'Y OF FORT W6RTH
STAi I!]Allf) CONSTRUCTION SPC.CITICATION �OCUMGI�TS-!]LiVIiI_pVf�R A1VARilS:D PRCl1ECT5
Farni Vcnion Mny 22, Z(319
ToFal CnnSt�'uctic�u 13id
l3'Y: .f u�Ein ,S�i,�iin
�wYc�: Scurxi,w
'CI'CLE: \'ire Preti�enl
llA7'E,: .,. ?� i?0 "_ l
��lu �vnriaiug rlays after Il�e �ale �vlie�i tlie
37
Q042 d3_6id Praposal_iIAP-"I'CC Si�ne�l- Rev 1- 2021.05.24.x1.
$99,718.75
$8,94ii.00
� $'f00,173.00
$235,397.05
�24,647.57
aaas iz
�,ai� i��.QU�i,rrict��r�oNs�i•��E r�rr:rrr
Page 1 nf 1
S�CTION OU 45 12
DAP — PREQUALIFICATION STATEMENT
�ach Bicfcier is rec�ui�•ed to coE�lplete the it�formatiofi below by identifying the pr�eqi�alified contraciars a��d/or
subcontractors whom they inkenc! to titilize for the major wt�rlc type{s) listed. 1n the "MaJnr Worlc TX e'�__ '. box
�rovicle the conlplete major work type and actual descri��tioi� as provicEed by #he Water De�}a�fineitt for water and
sewer and TPW for �aviii�
Majar Worlc Type Contractor/5ubcontractor Company Name Pi•cq�ialificatio�i
�;a �i��atio;� Date
Waste�iat�r Ne�� De�elopme�it — �'k'ri�lllt Construction Co�iipa�3y. I�7c. -4!`iO,�ZU??
8'' sewe�• �ipe a��d (1) �'
�nanhole; Water Ne��
Deve[opment -- N�tiv 16" DII' a�id
I 2", 8", and 2" F'VC water lines
��ith assoei�ted tappin� slee��es,
valves, saddles, etc; DraiElage
New Developmeni — New 21 ",
24", and '42" RCP, 6Y3 [iox
Culverc anc� Headw�all, Rip Rap,
��td 4' and 7` Storm Junctian
Bo�es
Asplialt Pavi�3g Peachtree Construction, Ltd. E211/2022
5t�•eet Li�l�t Impravemei�ts ��i�d MELS Electric LP 511 1/2023
Ne�j� Street I_i+,�rl�t Fi�.tures
The undersi�;��ed hei•eby ce��tifies that the contractors and/or subcontractors described in t�ie table abnve are
c��rren#ly pi'ec�uaii�ed for t17e wo�•lc iypes listed.
BIDDER:
The Co�ila�i C'ompan��
150 [ L�J F«v
Suite SSO
Fa�'n�ers BE•acic.l�, TX 75? ;4
BY: �liStili S�V811i]
� S 1�11 �illl'G}
TI E: Justin Swia�3� DATE: 6/1/2021
END OF SECTION
CITY OF FORT W ORTN Vr!lage Creek Dis tribution Center
STANDAR� CONSTRi1CT14N PRERUALIFICATION STATERhENT-- �EUELOPEAAWAADEfl PROJECTS C!!y P7"O;PCC NO� IO3O%2
Form Version September 1, 2015 0045 12 PrequaliFicationStatement 2015_�AP
RocuSign Envelope {D; B797C5C8-bFBE-4C76-922F-UB935L�63UAE1
004576-1
CO�VTRACFOR COMPLIANCE WITFS WORKER'S COMPENSATION LAW
Page 1 of 1
�a
1
SECTION QO �45 26
CO�lTRACTOR COMPLIANCE WITW WORI<ER'S COMPENSATION LAW
3 Pursuant to Texas Lai�or Code 5ection 4d6.096(aj, as amended, Contractor certifies that it
4 pravides warE<er's compensation insurance coverage #or all of its employees emp{oyed on City
5 Project Na. 203072 Contractor furthe�� eertifies that, pursuant to Texas Laloor Cade, Section
6 405.096{bJ, as amended, it will pro�ide to Ciiy its subcontractor's certificates of compliance with
7 worf<er's compensation coverage,
S CONTRACiOR;
�]
�o
1�
12
13
14
�5
�6
17
18
19
20
21
zz
23
2�4
25
26
27
28
29
30
31
32
33
34
35
The Canlan Company
Campany
15Q1 LBJ Fwy, Ste 550
Address
Farmer� Br�nch, TX 75234
City/State/Zip
THE STATE �F TEXAS
COUNTY OF �y�I.-L-A�-�,
§
§
By: Justin Swaim
(Please Print)
�' F � �
Signature: �� � _ -
T�tle: Vice President
(Please Print)
BEFORE ME, the undersigned authority, on this day pers�nally appeared
,��r,l �f�'i �,�JG�fl�'f� , I<nown to me to 6e the persan whose name is
s�bscribed to the foregoing instrument, and acl<nowledged to me that he/she executed the
same as the act and deed of ���YP �t(.�'/? �" far thP purpases and
consideration therein expressed and in the capacity therein stated.
GIVEN UN�ER MY HANd A�4D SEAL OF O�FICE this day af
a..�,�,1 �— , zoal.
- - ' �
�,,"�'n,,. .lENNIFER ORTiZ {' '� � '
� ��Y.P,Uq�� �
_r.�' r�,�Notary Pubiic, �tate of Texas Notar�r�'P�blic in an for the State a xas
�`^,•;�.'P� Comm. Expires 07-02•2024 �,.
;;rF•• ••�,},�
�.,,���„+� Notary Ip 124761203
END OF SECTIOIV
CITY OF FOiZT WORTH
STA�iDARD CDNSTRUCTEON 5PECiFICATIdN DOCUMEiVTS
Revised April z, 2014
Vrffaae Creek DistriLutior� Center
Crty Project No. 1Q307�
�acu5ign L=nvelope IL]: B7E3iC5L'8-5FBE�4C76-922F-i7B435D630AE1
0�5243-1
Developer Awarded Project Ag3'eement
Page 1 of 6
1
SECTION 00 52 43
2 AGREEMENT
3 THIS AGR£�M�fdT, au�horized on �j�y LLi`Z�! is made by and between the De�eloper,
4 GRANITF (VlLLAGE CREEKJ, LLC , authorized ta do business in iexas ("Qeveloper") , and
5 The Cor�lan Company , authorized to do
6 business in Texas, acting by and through its duly authorized representative, {"Contractor").
7 Developer and Contractor, in consfderation of the mutual covenants �ereinafter set forth, agree
8 as follows:
9 Article 1. WORI(
10 Contractor shall campleie all Work as specified or indicated in the Contrac� Documents for the
11 Project identified herein.
12 Artic[e Z. Pi��lECT
13 The project for which the Wori� under the Contract Qocurr�ents may be the whole or only a part
14 is generally described as follows:
15 VilJr�c7e Creek Distribution Center'
16 Citv Proiect No. 1[�3D7�
17 Article 3. CONTRAC7TIME
18 3.� Time is ofthe essence.
19 All time lirriits for Milesto�es, if any, and Final Acceptance as stated in the Contract
24 Documents are of the essence to this Con�ract.
21 3.2 Final Acceptance.
22 The Warl< will 6e comple�e for Final Acceptanee within 19(J warl<ing days after the date
23 when the Contract Time commer�ces to run as provided in Paragraph 12A4 of the
2� Standard City Conditions of the Canstruction Contract for De�eloper Awarded Prajec�s.
25 3.3 Liquic�ated damages
26 Contracto�' recognizes that #ime is of the �ssence af this Agreement and that De�eloper
27 will suffer financial loss if tk�e Worl< is not completed within the times specifiec[ in
28 Paragraph 3.2 abo�e, p�us any exiensian thereof allowed in accordance with Article 10
29 of the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projec�s, The Contractor also recognizes the delays, expense and di#ficu�ties in�olved in
CITY flf- FORT WORTH 4�i,+fcrge Creek Dis[ributian Center
STANDARD CON57RUC71DN SPEqFICATION DOCUMENTS— �EVELORER AWARDED PRDJEC75 City Praject No. 103071
Revlsed June 16, 2016
�oc�Sign Er7velape ID: B1�7C5G8-5FBE-4C76-922F-OB435�63DA�1
005243-2
Cleveloper Awarded f�roject Agreement
Page 2 of 6
31
32
33
34
35
36
proving in a legal proceeding the actual loss suffered l�y the De�eloper if the Worl< is not
co�npleted an time, Accordingly, instead of requiring any suc� praof , Contractor agrees
that as liquidated damages for delay (but not as a penaltyJ, Contractor s�all
pay De�eloper (One thousancl five hundredj Dollars ($.T,500.00j for each day t'hat
expires after the time specified in Paragraph 3.2 for Final Acceptance until the
City issues the �ina! Letter of Accepiance,
37 Artiele 4. CD�VTRAC� PRICE
38 Develaper agrees to pay Contractor for performance of the Worl< in accordance wit� the
39 Contract Documents an amount in current funds of
�a Four Huncired Sixty-Eight Tnousand Eic�hf Hu�dred Dollars/ 468 882.37
�J�}�u_T..en �n.i 17til1/1 l� } �•
41 Article 5. CONTRACT DOCUMENiS
42
43
44
45
5.1 COfVT�IV`fS:
A. The Contraet Documents which comprise the entire agreement between �e�eiaper
and Contractor concern�ng the Wo�-k consist of the following:
1. This Agreement.
46 2. Attachments to this Agreement:
47 a. Bid Form (As provided by Develope�-)
48 1) Proposal Form (flAP Version)
49 2) Prequaiification Stateme�t
50 3) State and Federal docur�ents (prajectspecificJ
51 b. Insurance ACO�tD Farm(s)
52 c. Payment Bond �QA� Version)
5� d. PerFormance Bond (pAP Versian)
54 e. Maintenance Bond �DAP Versionj
55 f. Power of Attorney for the Bonds
56 g, Warl<er's Cornpensa�ion Affidavit
57 h. MBE and/or SBE Commitment Forr� {If required)
58 3. Standard City General Conc�itions of the Canstruction Contract for Developer
59 Awarded Projects.
CITY OF FORT WORTH UiRrrge Creek Disiributian Center
STANORRD CONSTRUCTION SPECiRCATIOfV �OCUMENTS— QEV�LQPER AWAR�ED PROJECTS City ArojecY No. 103L}7Z
Revised June 16, 2016
aocuSign Envelope Ia: B797C5Gis-5FHE-4C76-922F-08435D630AE1
0�5243-3
pevelaper flwarded Praject Agreement
Page 3 of b
6Q 4. Supplementary Conditions.
61 5. Specifications specifically made a part of the Contract Documents by attachmer��
62 or, if not attached, as incorporated by reference anc€ described in the Table of
6� Contents of the Project's Contract Documents.
64 f. Drawings.
55 7. Addenda.
66 8. Documentation submitted by Contractor prior to No�ice of Award.
67 9. The followir�g which may be delEvered or issued after the Effective Date af the
58 Agreement and, if issued, become an incorporated part of the Contract
69 Dacuments:
70 a. Natice to Proceed,
71 b. Field Orders.
72 c. Change Orders.
73 d. Letter of Final Acceptance.
74
75
CITY OF FORT WORTH L'ilinge Creek Distrit�ution Center
STANDAR� CONSTRUCTION SPECIFICATlON QOCUiViE#VTS— bEllELOPER AWARDED PR(iJECTS Ciry Project No. 103072
Revised lune 15, 2p16
DocuSign knvelope ID: B797C5C8-5FBE-4C76-�22F-OB435D630AE1
OQ52A3-A
Developer Awarded Project Agreement
Page 4 of G
76 Arricle 6. IND�MkVIFICATCON
77 5.1 Contractor co�enants and agrees to indemnify, hold harmless and defend, at its awn
78 expense, the city, its afficers, seruants and employees, from and against any and all
79 claims arisin� aut of, or alleged to arise out ofi, the wor!< and services to be performec{ by
80 the cantractor, its officers, agents, employees, subcantractors, [icenses or in�itees under
81 this cantract, This indemnification t�ro�isian is specifi�allV intended to operate and he
82 effectir�a ��en if it is alle ed or ro�en that all ar same of the dama es bein sou ht
83 were caused in whofe or in art b an act omission ar ne li enc� of the cit . This
84 indemnity pro�ision is intended to include, without limitation, indemnity for casts,
85 expenses and legal fees incurr�d by the city in defending against such claims and causes
$6 0# actions.
'-E�J
88 6,2 Contractor cavenants and agrees to it�demnify and hald harmless, at its own exper�se,
8� fhe city, its officers, ser�ants and employ�es, from and against any and all loss, damage
90 or destruction of property of the city, arising out af, or alleged to arise aut of, the work
91 and services to be performed by the contractor, its afficers, agents, employees,
92 subcontrac�ors, licensees or in�itees under this contract. This indemnification �roWisiar�
93 is s ecificalf intended ta a erate and he effective e�en if ii is alle ed ar roven that afl
94 or some af the dama es bein sou ht were caused in whofe or in art b an act
95 omission or ne li ence of the ci�i .
96
97 Article 7. MISCELLAN�DUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditbns of
100 the Construction Contract for Developer Awarded Projects.
�.dS 7.2 Assignr�ent of Contract.
10Z This Agreement, including all of the Contract Documents may not be assigned by the
103 Cantractor without the advanced ex�ress written consent of the Developer.
104 7.3 Successors and Assigns,
105 Developer and Contractor each Eainds itself, its partners, successor5, assigns and legal
10b representatives to the other party hereto, in respect to alf co�enants, agreements and
107 abligakions contained in the Contract Documents,
CiTY OF F'Oli7 WORTH l�illuge Creek Distribution Cef�ter
STANDARD CONSTRUCTION SPECIFiCATION DOCUMEN75—DEVELOPER AWARDED PROJECTS City P�oject No. ]03072
Revised June 16, 2U].6
DocuSign Envelope IQ: B797C5C8-5FHE-4C76-922F-0B435�63i1At1
005243-5
f]evefoper Awarded Praject Agreement
page5ofb
1fl8 7.4 Se�era�iiity.
109 Any provision or part of the Contract Documents held to be unconstitutional, �oid or
110 unenfarceab[e by a court of competent jurisdiction shall i�e deemed stricl<en, and all
111 remaining provisions shall continue tia be valid and f�inding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Go�erning l.aw and Ven�e.
�14 This Agreement, including all of th� Contract Documents is performab4e in t�e State of
�Z5 Texas. Venue shall be iarrant County, Texas, ar the United States District Court for the
�.�.6 fVortY�ern District of Texas, Fort Worth Division.
117
11� 7.6 Au�hority to Sign.
119
�.za
�Z1
122
123
124
�25
126
Contractor shall attach evidence of authority ta sign Agreement, if other than duly
authorized signaYory of the Contractor.
I� WITNESS WHEREOF, De�eloper and Contractor ha�e executed this Agreement in multiple
counierparts.
This Agreernent is effective as of the last date signed by the Parties �"�ffective Date").
Contrac�or:
The Conlan Company
Devefoper:
Granite (Village Creek} LLC
By: �� � � - By:
� �.
��f
(Signature) �
^�,�`�-t n ��9 C�e�l _
�Il�� �'{�'`�!�;�;�). i �id � {� �. �1�.:`��i
j '
UocuSigrted by:
� � -�4
�8479�J63CU814FA...
Jon Sorg -Vice President
aocu5igned by:
-/�` �
l
68EC34fi63E89496...
Lorne I<umer - Vice President
(Signature)
DocuSlgned 6y:
Frank Tozzi
5FF7174B�E89466...
Franl<Tazzi�u�� 9' ��2�
CITY OF FORT WORTH Vill�ge Creek Distrrbutinrz Cenier
STAN�AR� CONSTfiUC710N SP�CIFICATIOfV DOCUiNENTS — DEVELOPER AWFlRDED PROJECTS tity Praject No. 103072
Revised June 16, 2fl1fi
DocuSign Erivelope ID: 8797C5CE1-5FB�-4G76-922F-OB435D630RE7
005243-6
Developer Awarded f'roject Agreement
Page 6 0€ 6
Justin Swaim
(Printed Name)
Jan Sorg
(Printed Namej
�itle; Vice Presideni
Company Name: ihe Conlan Company
Address:
1501 LB.I Fwy, Ste 550
Farmers Branch, TX 7�234
City/State/Zip:
r; Q ��o�l
pate
Title: Vice President
Company name: �ranit� (Village Creei<) LLC
Address: �102 Oal< Lawn Avenue, Suite 54Q
Caty/State/zip: Dallas, Texas 75219
Ju[y 9, 2023
Date
127
CITY OF FORT WOR7H Vr!lc��n Creek Dis[ri6i�fiori Ceni�r'
57AN�AR� CONSTRUCTION SPECIFICATIO#V �OCUMENTS— �EVELOPER AWARQ�Q PROJECT$ Ciry Project Nu. 103072
Revised June 15, 2016
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTOR’S BLANKET ADDITIONAL INSURED ENDORSEMENT –
FORM A
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
Policy Number Agency Number Policy Effective Date
Policy Expiration Date Date Account Number
Named Insured Agency Issuing Company
1. a. SECTION II - WHO IS AN INSURED is amended to add as an additional insured any person or
organization:
(1) Whom you are required to add as an additional insured on this policy under a written contract or
written agreement relating to your business; or
(2) Who is named as an additional insured under this policy on a certificate of insurance.
b. The written contract, written agreement, or certificate of insurance must:
(1) Require additional insured status for a time period during the term of this policy; and
(2) Be executed prior to the "bodily injury", "property damage", or "personal and advertising injury"
leading to a claim under this policy.
c. If, however:
(1) “Your work” began under a letter of intent or work order; and
(2) The letter of intent or work order led to a written contract or written agreement within 30 days of
beginning such work; and
(3) Your customer’s customary contracts require persons or organizations to be named as additional
insureds;
we will provide additional insured status as specified in this endorsement.
2. The insurance provided under this endorsement is limited as follows:
a. That person or organization is an additional insured only with respect to liability caused, in whole or in
part, by:
(1) Premises you:
(a) Own;
(b) Rent;
(c) Lease; or
(d) Occupy;
(2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to
“bodily injury” or “property damage” occurring after:
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 48 10 15 Pages 1 of 4
CPP205094113 01/01/2021
01/01/2022
The Conlan Company
(a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the
covered operations is complete, including related materials, parts or equipment (other than
service, maintenance or repairs); or
(b) That portion of “your work” out of which the injury or damage arises is put to its intended use by
any person or organization other than another contractor working for a principal as a part of the
same project.
(3) Completed operations coverage, but only if:
(a) The written contract, written agreement, or certificate of insurance requires completed
operations coverage or “your work” coverage; and
(b) This coverage part provides coverage for “bodily injury” or “property damage” included within
the “products-completed operations hazard”.
However, the insurance afforded to such additional insured only applies to the extent permitted by law.
b. If the written contract, written agreement, or certificate of insurance:
(1) Requires “arising out of” language; or
(2) Requires you to provide additional insured coverage to that person or organization by the use of
either or both of the following:
(a) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 10 01; or
(b) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG
20 37 10 01;
then the phrase “caused, in whole or in part, by” in paragraph 2.a. above is replaced by “arising out of”.
c. If the written contract, written agreement, or certificate of insurance requires you to provide additional
insured coverage to that person or organization by the use of:
(1) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 07 04 or CG 20 10 04 13; or
(2) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG 20
37 07 04 or CG 20 37 04 13; or
(3) Both those endorsements with either of those edition dates; or
(4) Either or both of the following:
(a) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 without an edition date specified; or
(b) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG
20 37 without an edition date specified;
then paragraph 2.a. above applies.
d. Premises, as respects paragraph 2.a.(1) above, include common or public areas about such premises if
so required in the written contract or written agreement.
e. Additional insured status provided under paragraphs 2.a.(1)(b) or 2.a.(1)(c) above does not extend
beyond the end of a premises lease or rental agreement.
f. The limits of insurance that apply to the additional insured are the least of those specified in the:
(1) Written contract;
(2) Written agreement;
(3) Certificate of insurance; or
(4) Declarations of this policy.
The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the
Declarations.
Includes copyrighted material of Insurance Services Office, Inc.
Page 2 of 4 CG 70 48 10 15
g. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or
"personal and advertising injury" arising out of an architect’s, engineer’s, or surveyor’s rendering of, or
failure to render, any professional services, including but not limited to:
(1) The preparing, approving, or failing to prepare or approve:
(a) Maps;
(b) Drawings;
(c) Opinions;
(d) Reports;
(e) Surveys;
(f) Change orders;
(g) Design specifications; and
(2) Supervisory, inspection, or engineering services.
h. SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is
deleted and replaced with the following:
4. Other Insurance.
Coverage provided by this endorsement is excess over any other valid and collectible insurance
available to the additional insured whether:
a. Primary;
b. Excess;
c. Contingent; or
d. On any other basis;
but if the written contract, written agreement, or certificate of insurance requires primary and non-
contributory coverage, this insurance will be primary and non-contributory relative to other insurance
available to the additional insured which covers that person or organization as a Named Insured, and
we will not share with that other insurance.
i. If the written contract, written agreement, or certificate of insurance as outlined above requires additional
insured status by use of CG 20 10 11 85, then the coverage provided under this CG 70 48 endorsement
does not apply except for paragraph 2.h. Other Insurance. Additional insured status is limited to that
provided by CG 20 10 11 85 shown below and paragraph 2.h. Other Insurance shown above.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization: Blanket Where Required by Written Contract, Agreement, or
Certificate of Insurance that the terms of CG 20 10 11 85 apply
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown
in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 48 10 15 Pages 3 of 4
j. The insurance provided by this endorsement does not apply to any premises or work for which the
person or organization is specifically listed as an additional insured on another endorsement attached to
this policy.
Includes copyrighted material of Insurance Services Office, Inc.
Page 4 of 4 CG 70 48 10 15
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTORS GENERAL LIABILITY EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
Under SECTION I - COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, paragraph 2.
EXCLUSIONS, provisions 1. through 6. of this endorsement amend the policy as follows:
1. LIQUOR LIABILITY
Exclusion c. Liquor Liability is deleted.
2. NONOWNED WATERCRAFT AND NONOWNED AIRCRAFT (HIRED, RENTED OR LOANED WITH PAID
CREW)
Exclusion g. Aircraft, Auto or Watercraft, paragraph (2)is deleted and replaced with the following:
(2) A watercraft you do not own that is:
(a) Less than 51 feet long; and
(b) Not being used to carry persons or property for a charge;
Exclusion g. Aircraft, Auto or Watercraft, paragraph (6) is added as follows:
(6) An aircraft that you do not own that is:
(a) Hired;
(b) Rented; or
(c) Loaned to you;
with paid crew for a period of five (5) consecutive days or less.
Paragraph (6) does not apply if the insured has any other insurance for “bodily injury or “property
damage” liability for such aircraft, whether such other insurance is primary, excess, contingent or on any
other basis.
3. PREMISES ALIENATED
A. Exclusion j. Damage to Property, paragraph (2) is deleted.
B. The following paragraph is also deleted from Exclusion j. Damage to Property:
Paragraph (2) of this exclusion does not apply if the premises are “your work” and were never occupied,
rented or held for rental by you.
4. PROPERTY DAMAGE LIABILITY - ELEVATORS AND SIDETRACK AGREEMENTS
A. Exclusion j. Damage to Property, paragraphs (3), (4), and (6) do not apply to the use of elevators.
B. Exclusion k. Damage to Your Product does not apply to:
1. The use of elevators; or
2. Liability assumed under a sidetrack agreement.
5. PROPERTY DAMAGE LIABILITY - BORROWED EQUIPMENT
A. Exclusion j. Damage to Property, paragraph (4) does not apply to "property damage" to borrowed
equipment while at a jobsite and not being used to perform operations.
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 49 11 09 Page 1 of 10
B. With respect to any one borrowed equipment item, provision 5.A. above does not apply to "property
damage" that exceeds $25,000 per occurrence or $25,000 annual aggregate.
6. PRODUCT RECALL EXPENSE
A.Exclusion n. Recall Of Products, Work Or Impaired Property does not apply to “product recall
expenses” that you incur for the “covered recall” of “your product”. This exception to the exclusion does
not apply to “product recall expenses” resulting from:
1. Failure of any products to accomplish their intended purpose;
2. Breach of warranties of fitness, quality, durability or performance;
3. Loss of customer approval or any cost incurred to regain customer approval;
4. Redistribution or replacement of “your product”, which has been recalled, by like products or
substitutes;
5. Caprice or whim of the insured;
6. A condition likely to cause loss, about which any insured knew or had reason to know at the
inception of this insurance;
7. Asbestos, including loss, damage or clean up resulting from asbestos or asbestos containing
materials;
8. Recall of “your product(s)” that have no known or suspected defect solely because a known or
suspected defect in another of “your product(s)” has been found.
B.Under SECTION III – LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and
paragraph 8. is added:
3. The Products-Completed Operations Aggregate Limit is the most we will pay for the sum of:
a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
because of “bodily injury” and “property damage” included in the “products-completed
operations hazard” and
b. “Product recall expenses”.
8. Subject to paragraph 5.above, $25,000 is the most we will pay for all “product recall expenses”
arising out of the same defect or deficiency.
The insurance afforded by provisions 1. through 6. of this endorsement is excess over any valid and collectible
insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION
IV.,paragraph 4. Other Insurance is changed accordingly.
7. BLANKET CONTRACTUAL LIABILITY – RAILROADS
When a written contract or written agreement requires Contractual Liability - Railroads, the definition of
"insured contract" in Section V - Definitions is replaced by the following with respect to operations performed
for, or affecting, a railroad:
9. "Insured Contract" means:
a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by fire to premises while rented to you or
temporarily occupied by you with permission of the owner is not an "insured contract";
b. A sidetrack agreement;
c. Any easement or license agreement;
d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work
for a municipality;
Includes copyrighted material of Insurance Services Office, Inc.
Page 2 of 10 CG 70 49 11 09
e. An elevator maintenance agreement;
f. That part of any other contract or agreement pertaining to your business (including an
indemnification of a municipality in connection with work performed for a municipality) under which
you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third
person or organization. Tort liability means a liability that would be imposed by law in the absence of
any contract or agreement.
Paragraph f. does not include that part of any contract or agreement:
(1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
(a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions,
reports, surveys, field orders, change orders or drawings and specifications; or
(b) Giving directions or instructions, or failing to give them;
(2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or
damage arising out of the insured's rendering or failure to render professional services,
including those listed in Paragraph (1) above and supervisory, inspection, architectural or
engineering activities.
8. CONTRACTUAL LIABILITY - PERSONAL AND ADVERTISING INJURY
Under SECTION 1 - COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted.
9. SUPPLEMENTARY PAYMENTS
Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B, paragraphs 1.b. and 1.d. are
deleted and replaced with the following:
b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the
use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these
bonds.
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense
of the claim or “suit”, including actual loss of earnings up to $500 a day because of time off from work.
10. BROADENED WHO IS AN INSURED
SECTION II - WHO IS AN INSURED is deleted and replaced with the following:
1. If you are designated in the Declarations as:
a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business
of which you are the sole owner.
b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses
are also insureds, but only with respect to the conduct of your business.
c. A limited liability company, you are an insured. Your members are also insureds, but only with
respect to the conduct of your business. Your managers are insureds, but only with respect to their
duties as your managers.
d. An organization other than a partnership, joint venture or limited liability company, you are an
insured. Your "executive officers" and directors are insureds, but only with respect to their duties as
your officers or directors. Your stockholders are also insureds, but only with respect to their liability
as stockholders.
e. A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as
trustees.
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 49 11 09 Page 3 of 10
2. Each of the following is also an insured:
a. Your “volunteer workers” only while performing duties related to the conduct of your business, or
your "employees," other than either your "executive officers," (if you are an organization other than a
partnership, joint venture or limited liability company) or your managers (if you are a limited liability
company), but only for acts within the scope of their employment by you or while performing duties
related to the conduct of your business. However, none of these "employees" or “volunteer workers”
are insured for:
(1) "Bodily injury" or "personal and advertising injury":
(a) To you, to your partners or members (if you are a partnership or joint venture), to your
members (if you are a limited liability company), to a co-"employee" while in the course of
his or her employment or performing duties related to the conduct of your business, or to
your other “volunteer workers” while performing duties related to the conduct of your
business;
(b) To the spouse, child, parent, brother or sister of that co-"employee" or “volunteer worker”
as a consequence of paragraph (1)(a) above;
(c) For which there is any obligation to share damages with or repay someone else who must
pay damages because of the injury described in paragraphs (1)(a) or (b) above; or
(d) Arising out of his or her providing or failing to provide professional health care services
except as provided in provision 11. of this endorsement.
Paragraphs (1)(a), (1)(b) and (1)(c) above do not apply to your “employees” who are:
(i) Managers;
(ii) Supervisors;
(iii) Directors; or
(iv) Officers;
with respect to “bodily injury” to a co-“employee”.
(2) "Property damage" to property:
(a) Owned, occupied or used by;
(b) Rented to, in the care, custody or control of, or over which physical control is being
exercised for any purpose by
you, any of your "employees," “volunteer workers”, any partner or member (if you are a
partnership or joint venture), or any member (if you are a limited liability company).
b. Any person (other than your "employee" or “volunteer worker”), or any organization while acting as
your real estate manager.
c. Any person or organization having proper temporary custody of your property if you die, but only;
(1) With respect to liability arising out of the maintenance or use of that property; and
(2) Until your legal representative has been appointed.
d. Your legal representative if you die, but only with respect to duties as such. That representative will
have all your rights and duties under this Coverage Form.
e. Your subsidiaries if:
(1) They are legally incorporated entities; and
(2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this
policy.
Includes copyrighted material of Insurance Services Office, Inc.
Page 4 of 10 CG 70 49 11 09
If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of
the inception of your original policy.
f.(1) Any person or organization, other than an architect, engineer or surveyor, required to be named
as an additional insured in a "work contract", letter of intent or work order. However, such
person or organization shall be an additional insured only with respect to covered "bodily injury,"
"property damage," and "personal and advertising injury" arising out of “your work" under that
"work contract", letter of intent or work order.
(2) We will provide additional insured coverage to such person or organization only:
(a) for a period of 30 days after the effective date of the applicable "work contract", letter of
intent or work order; or
(b) until the end of the policy term in effect at the inception of the applicable “work contract”,
letter of intent or work order;
whichever is earlier.
(3) Coverage provided under this paragraph f. is excess over any other valid and collectible
insurance available to the additional insured whether primary, excess, contingent, or on any
other basis unless the “work contract”, letter of intent or work order requires this insurance be
primary, in which case this insurance will be primary without contribution from such other
insurance available to the additional insured.
(4) This paragraph f. does not apply if form CG 70 48, Contractors Blanket Additional Insured
Endorsement, is attached to the policy.
g.Any person or organization to whom you are obligated by virtue of a written contract to provide
insurance such as is afforded by this policy, but only with respect to liability arising out of the
maintenance or use of that part of any premises leased to you, including common or public areas
about such premises if so required in the contract.
However, no such person or organization is an insured with respect to:
(1) Any "occurrence" that takes place after you cease to occupy those premises; or
(2) Structural alterations, new construction or demolition operations performed by or on behalf of
such person or organization.
h. Any state or political subdivision but only as respects legal liability incurred by the state or political
subdivision solely because it has issued a permit with respect to operations performed by you or on
your behalf.
However, no state or political subdivision is an insured with respect to:
(1) "Bodily injury", "property damage", and "personal and advertising injury" arising out of
operations performed for the state or municipality; or
(2) "Bodily injury" or "property damage" included within the "products-completed operations
hazard."
i. Any person or organization who is the lessor of equipment leased to you to whom you are obligated
by virtue of a written contact to provide insurance such as is afforded by this policy, but only with
respect to their liability arising out of the maintenance, operation or use of such equipment by you or
a subcontractor on your behalf with your permission and under your supervision.
However, no such person or organization is an insured with respect to any "occurrence" that takes
place after the equipment lease expires.
j. Any architect, engineer, or surveyor engaged by you but only with respect to liability arising out of
your premises or "your work."
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 49 11 09 Page 5 of 10
However, no architect, engineer, or surveyor is an insured with respect to "bodily injury," "property
damage," or "personal and advertising injury" arising out of the rendering of or the failure to render
any professional services by or for you, including:
(1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports,
surveys, change orders, designs or specifications; or
(2) Supervisory, inspection, or engineering services.
This paragraph j. does not apply if form CG 70 48, Contractors Blanket Additional Insured
Endorsement, is attached to the policy.
k. Any manager, owner, lessor, mortgagee, assignee or receiver of premises, including land leased to
you, but only with respect to liability arising out of the ownership, maintenance or use of that part of
the premises or land leased to you.
However, no such person or organization is an insured with respect to:
(1) Any "occurrence" that takes place after you cease to occupy that premises, or cease to lease
the land; or
(2) Structural alteration, new construction or demolition operations performed by or on behalf of that
person or organization.
3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability
company and over which you maintain ownership or majority interest, will qualify as a Named Insured if
there is no other similar insurance available to that organization. However:
a. Coverage under this provision is afforded until the end of the policy period.
b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired
or formed the organization.
c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed
before you acquired or formed the organization.
d. Coverage A does not apply to “product recall expense” arising out of any withdrawal or recall that
occurred before you acquired or formed the organization.
4. Any person or organization (referred to below as vendor) with whom you agreed, because of a written
contract or agreement to provide insurance is an insured, but only with respect to "bodily injury" or
"property damage" arising out of "your products" that are distributed or sold in the regular course of the
vendor's business.
However, no such person or organization is an insured with respect to:
a."Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of
the assumption of liability in a contract or agreement. This exclusion does not apply to liability for
damages that the vendor would have in the absence of the contract or agreement.
b. Any express warranty unauthorized by you;
c. Any physical or chemical change in “your product” made intentionally by the vendor;
d. Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or
the substitution of parts under instructions from the manufacturer, and then repackaged in the
original container;
e. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to
make or normally undertakes to make in the usual course of business, in connection with the
distribution or sale of “your products”;
f. Demonstration, installation, servicing or repair operations, except such operations performed at the
vendor's premises in connection with the sale of “your product”;
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Page 6 of 10 CG 70 49 11 09
g. “Your products” which, after distribution or sale by you, have been labeled or relabeled or used as a
container, part or ingredient of any other thing or substance by or for the vendor.
h. “Bodily injury” or “property damage” arising out of the sole negligence of the vendor for its own acts
or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion
does not apply to:
(1) The exceptions contained in subparagraphs d. or f.; or
(2) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally
undertakes to make in the usual course of business, in connection with the distribution or sale of
the products.
This insurance does not apply to any insured person or organization from which you have acquired “your
products”, or any ingredient, part, or container, entering into, accompanying or containing “your products”.
No person or organization is an insured with respect to the conduct of any current or past partnership, joint
venture or limited liability company that is not shown as a Named Insured in the Declarations.
11. INCIDENTAL MALPRACTICE LIABILITY
As respects provision 10., SECTION II - WHO IS AN INSURED, paragraph 2.a.(1)(d) does not apply to any
nurse, emergency medical technician or paramedic employed by you to provide medical or paramedical
services, provided that you are not engaged in the business or occupation of providing such services, and your
“employee” does not have any other insurance that would also cover claims arising under this provision,
whether the other insurance is primary, excess, contingent or on any other basis.
Under SECTION III - LIMITS OF INSURANCE, provisions 12. through 14. of this endorsement amend the policy as
follows:
12. AGGREGATE LIMITS PER PROJECT
The General Aggregate Limit applies separately to each of your construction projects away from premises
owned by or rented to you.
13. INCREASED MEDICAL PAYMENTS LIMIT AND REPORTING PERIOD
A.The requirement under SECTION I - COVERAGE C MEDICAL PAYMENTS that expenses be incurred
and reported to us within one year of the date of the accident is changed to three years.
B.SECTION III - LIMITS OF INSURANCE, paragraph 7., the Medical Expense Limit, is subject to all of the
terms of SECTION III - LIMITS OF INSURANCE and is the greater of:
1. $10,000; or
2. The amount shown in the Declarations for Medical Expense Limit.
C. This provision 13. does not apply if COVERAGE C MEDICAL PAYMENTS is excluded either by the
provisions of the Coverage Form or by endorsement.
14. DAMAGE TO PREMISES RENTED TO YOU – SPECIFIC PERILS
A.The word fire is changed to "specific perils" where it appears in:
1.The last paragraph of SECTION I – COVERAGE A, paragraph 2. Exclusions;
2. SECTION IV, paragraph 4.b. Excess Insurance.
B. The Limits of Insurance shown in the Declarations will apply to all damage proximately caused by the
same event, whether such damage results from a "specific peril" or any combination of "specific perils."
C. The Damage To Premises Rented To You Limit described in SECTION III - LIMITS OF INSURANCE,
paragraph 6., is replaced by a new limit, which is the greater of:
1. $1,000,000; or
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CG 70 49 11 09 Page 7 of 10
2. The amount shown in the Declarations for Damage To Premises Rented To You Limit.
D. This provision 14.does not apply if the Damage To Premises Rented To You Limit of SECTION I -
COVERAGE A is excluded either by the provisions of the Coverage Form or by endorsement.
Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, provisions 15. through 17. of this
endorsement amend the policy as follows:
15. KNOWLEDGE OF OCCURRENCE
Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced
and paragraphs e.and f. are added as follows:
a.You must see to it that we are notified as soon as practicable of an "occurrence" or an offense, regardless
of the amount, which may result in a claim. Knowledge of an "occurrence" or an offense by your
“employee(s)” shall not, in itself, constitute knowledge to you unless one of your partners, members,
“executive officers”, directors, or managers has knowledge of the "occurrence" or offense. To the extent
possible, notice should include:
(1) How, when and where the "occurrence" or offense took place;
(2) The names and addresses of any injured persons and witnesses; and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
e. If you report an “occurrence” to your workers compensation carrier that develops into a liability claim for
which coverage is provided by the Coverage Form, failure to report such an “occurrence” to us at the time
of the “occurrence” shall not be deemed a violation of paragraphs a., b., and c.above. However, you
shall give written notice of this “occurrence” to us as soon you become aware that this “occurrence” may
be a liability claim rather than a workers compensation claim.
f.You must see to it that the following are done in the event of an actual or anticipated “covered recall” that
may result in “product recall expense”:
(1) Give us prompt notice of any discovery or notification that “your product” must be withdrawn or
recalled. Include a description of “your product” and the reason for the withdrawal or recall;
(2) Cease any further release, shipment, consignment or any other method of distribution of like or
similar products until it has been determined that all such products are free from defects that could
be a cause of loss under the insurance.
16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Paragraph 6. Representations is deleted and replaced with the following:
6. Representations
By accepting this policy, you agree:
a. The statements in the Declarations are accurate and complete;
b. Those statements are based upon representations you made to us;
c. We have issued this policy in reliance upon your representations; and
d. This policy is void in any case of fraud by you as it relates to this policy or any claim under this
policy.
We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards
existing as of the inception date of this policy. You must report to us any knowledge of an error or
omission in the description of any premises or operations intended to be covered by the Coverage Form
as soon as practicable after its discovery. However, this provision does not affect our right to collect
additional premium or exercise our right of cancellation or nonrenewal.
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Page 8 of 10 CG 70 49 11 09
17. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION)
Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the
following:
8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form,
those rights are transferred to us. The insured must do nothing after loss to impair them. At our request,
the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the
insured has waived rights to recover through a written contract, or if "your work" was commenced under a
letter of intent or work order, subject to a subsequent reduction to writing with customers whose
customary contracts require a waiver, we waive any right of recovery we may have under this Coverage
Form.
18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL
Paragraph 2.b.of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the
following:
b. 60 days before the effective date of the cancellation if we cancel for any other reason.
Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not
Renew is deleted and replaced with the following:
9. When We Do Not Renew
If we decide not to renew this Coverage Part, we will mail or deliver to the first Named Insured shown in
the Declarations written notice of the nonrenewal not less than 60 days before the expiration date.
If notice is mailed, proof of mailing will be sufficient proof of notice.
19. MOBILE EQUIPMENT REDEFINED
Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f. (1) does not apply to self-
propelled vehicles of less than 1,000 pounds gross vehicle weight.
20. DEFINITIONS
1. SECTION V – DEFINITIONS, paragraph 4. “Coverage territory” is replaced by the following definition:
“Coverage territory” means anywhere in the world with respect to liability arising out of “bodily injury,”
“property damage,” or “personal and advertising injury,” including “personal and advertising injury”
offenses that take place through the Internet or similar electronic means of communication provided the
insured’s responsibility to pay damages is determined in a settlement to which we agree or in a “suit” on
the merits, in the United States of America (including its territories and possessions), Puerto Rico and
Canada.
2. SECTION V – DEFINITIONS is amended by the addition of the following definitions:
“Covered recall” means a recall made necessary because you or a government body has determined that
a known or suspected defect, deficiency, inadequacy, or dangerous condition in “your product” has
resulted or will result in “bodily injury” or “property damage”.
“Product Recall expenses" mean only reasonable and necessary extra costs, which result from or are
related to the recall or withdrawal of “your product” for:
a. Telephone and telegraphic communication, radio or television announcements, computer time and
newspaper advertising;
b. Stationery, envelopes, production of announcements and postage or facsimiles;
c. Remuneration paid to regular employees for necessary overtime or authorized travel expense;
d. Temporary hiring by you or by agents designated by you of persons, other than your regular
employees, to perform necessary tasks;
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CG 70 49 11 09 Page 9 of 10
e. Rental of necessary additional warehouse or storage space;
f. Packaging of or transportation or shipping of defective products to the location you designate; and
g. Disposal of “your products” that cannot be reused. Disposal expenses do not include:
(1) Expenses that exceed the original cost of the materials incurred to manufacture or process such
product; and
(2) Expenses that exceed the cost of normal trash discarding or disposal, except as are necessary
to avoid “bodily injury” or “property damage”.
"Specific Perils" means fire; lightning; explosion; windstorm or hail; smoke; aircraft or vehicles; riot or civil
commotion; vandalism; leakage from fire extinguishing equipment; weight of snow, ice or sleet; or "water
damage".
"Water damage" means accidental discharge or leakage of water or steam as the direct result of the
breaking or cracking of any part of a system or appliance containing water or steam.
"Work contract" means a written agreement between you and one or more parties for work to be
performed by you or on your behalf.
Includes copyrighted material of Insurance Services Office, Inc.
Page 10 of 10 CG 70 49 11 09
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADVANTAGE
COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT
This endorsement modifies insurance provided under the
BUSINESS AUTO COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
The premium for this endorsement is $ INCLUDED
1. EXTENDED CANCELLATION CONDITION
COMMON POLICY CONDITIONS -CANCELLATION, Paragraph A.2. is replaced by the following:
2. We may cancel this policy by mailing or delivering to the first Named Insured written notice of
cancellation at least:
a. 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or
b. 60 days before the effective date of cancellation if we cancel for any other reason.
2. BROADFORMINSURED
SECTION II -LIABILITY COVERAGE A.1. WHO IS AN INSURED is amended by the addition of the
following:
d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability
company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured.
However.
(1) Coverage under this provision is afforded only until the end of the policy period;
(2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the
organization; and
(3) Coverage does not apply to an organization that is an "insured" under any other policy or would be
an "insured" but for its termination or the exhausting of its limit of insurance.
e. Any "employee" of yours using:
(1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee"
or a member of his or her household, while performing duties related to the conduct of your
business or your personal affairs; or
(2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your
permission, while performing duties related to the conduct of your business. However, your
"employee" does not qualify as an insured under this paragraph (2) while using a covered "auto"
rented from you or from any member of the "employee's" household.
f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire,
or borrow. while performing duties related to the conduct of your business or your personal affairs.
g. Any person or organization with whom you agree in a written contract, written agreement or permit, to
provide insurance such as is afforded under this policy, but only with respect to your covered "autos".
This provision does not apply:
(1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily
injury" or "property damage";
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CA 71 15 11 09 Page 1 of 5
The Conlan Company
CA2050943130
(2) To any person or organization included as an insured by an endorsement or in the Declarations; or
(3) To any lessor of "autos" unless:
(a) The lease agreement requires you to provide direct primary insurance for the lessor;
(b) The "auto" is leased without a driver; and
(c) The lease had not expired.
Leased "autos" covered under this provision will be considered covered "autos" you own and not covered
"autos" you hire.
h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock
on the effective date of this endorsement.
This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an
insured under any other automobile policy or would be an insured under such a policy, but for its
termination or the exhaustion of its limits of insurance, unless such policy was written to apply
specifically in excess of this policy.
3. COVERAGE EXTENSIONS-SUPPLEMENTARY PAYMENTS
Under SECTION II-LIABILITY COVERAGE, A.2.a. Supplementary Payments, paragraphs (2) and (4) are
deleted and replaced with the following:
(2) Up to $2500 for the cost of bail bonds (including bonds for related traffic law violations) required because
of an "accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to
$500 a day because of time off from work.
4. AMENDED FELLOW EMPLOYEE EXCLUSION
SECTION II -LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and
replaced by the following:
5. Fellow Employee
"Bodily injury" to:
a. Any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's"
employment or while performing duties related to the conduct of your business. However, this
exclusion does not apply to your "employees" that are officers, managers, supervisors or above.
Coverage is excess over any other collectible insurance.
b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of
paragraph a. above.
5. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE
A. Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added:
If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage
coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's"
name, for the purpose of doing your work. We will provide coverage equal to the broadest physical
damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of
Covered Autos You Own, or on any endorsements amending this schedule.
B. Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A.4. COVERAGE EXTENSIONS, paragraph
b. Loss of Use Expenses is deleted and replaced with the following:
b. Loss Of Use Expenses
Page 2 of 5
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally
responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental
contract or agreement. We will pay for loss of use expenses if caused by:
Includes copyrighted material of Insurance Services Office, Inc.
CA711511 09
(1) Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided
for any covered "auto";
(2) Specified Causes of Loss, only if the Declarations indicate that Specified Causes Of Loss
Coverage is provided for any covered "auto"; or
(3) Collision, only if the Declarations indicate that Collision Coverage is provided for any covered
"auto".
However, the most we will pay for any expenses for loss of use is $30 per day, to a maximum of
$2,000.
C. Under SECTION IV-BUSINESS AUTO CONDITIONS, paragraph 5.b. Other Insurance is deleted and
replaced by the following:
b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
1. Any covered "auto" you lease, hire, rent or borrow; and
2. Any covered "auto" hired or rented by your "employee" under a contract in that individual
"employee's" name, with your permission, while performing duties related to the conduct of your
business.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto",
nor is any "auto" you hire from any of your "employees", partners (if you are a partnership),
members (if you are a limited liability company), or members of their households.
6. LOAN OR LEASE GAP COVERAGE
Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added:
If a covered "auto" is owned or leased and if we provide Physical Damage Coverage on it, we will pay, in the
event of a covered total "loss", any unpaid amount due on the lease or loan for a covered "auto", less:
(a) The amount paid under the Physical Damage Coverage Section of the policy; and
(b) Any:
(1) Overdue lease or loan payments including penalties, interest or other charges resulting from
overdue payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high
mileage;
(3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance
purchased with the loan or lease;
(4) Security deposits not refunded by a lessor; and
(5) Carry-over balances from previous loans or leases.
7. RENTAL REIMBURSEMENT
SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, paragraph 4. Coverage Extensions is
deleted and replaced by the following:
4. Coverage Extensions
(a) We will pay up to $75 per day to a maximum of $2000 for transportation expense incurred by you
because of covered "loss". We will pay only for those covered "autos" for which you carry Collision
Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay
for transportation expenses incurred during the period beginning 24 hours after the covered "loss"
and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we
pay for its "loss". This coverage is in addition to the otherwise applicable coverage you have on a
covered "auto". No deductibles apply to this coverage.
(b) This coverage does not apply while there is a spare or reserve "auto" available to you for your
operation.
Includes copyrighted material of Insurance Services Office, Inc.
CA 71 15 11 09 Page 3 of 5
8. AIRBAG COVERAGE
SECTION Ill -PHYSICAL DAMAGE, B. EXCLUSIONS, Paragraph 3. is deleted and replaced by the
following:
We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is
covered by this insurance:
a. Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include
the discharge of an airbag.
b. Blowouts, punctures or other road damage to tires.
9. GLASS REPAIR-WAIVER OF DEDUCTIBLE
SECTION Ill-PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following:
No deductible applies to glass damage if the glass is repaired rather than replaced.
10. COLLISION COVERAGE-WAIVER OF DEDUCTIBLE
SECTION Ill -PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following:
When there is a "loss" to your covered "auto" insured for Collision Coverage, no deductible will apply if the
"loss" was caused by a collision with another "auto" insured by us.
11. KNOWLEDGE OF ACCIDENT
SECTION IV-BUSINESS AUTO CONDITIONS, A. LOSS CONDITIONS, 2. DUTIES IN THE EVENT OF
ACCIDENT, CLAIM, SUIT OR LOSS, paragraph a. is deleted and replaced by the following:
a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss".
Knowledge of an "accident", claim, "suit" or "loss" by your "employees" shall not, in itself, constitute
knowledge to you unless one of your partners, executive officers, directors, managers, or members (if
you are a limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should
include:
(1) How, when and where the "accident" or "loss" occurred;
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
12. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION)
SECTION IV-BUSINESS AUTO CONDITIONS A.5. TRANSFER OF RIGHTS OF RECOVERY AGAINST
OTHERS TO US is deleted and replaced by the following:
If any person or organization to or for whom we make payment under this Coverage Form has rights to
recover damages from another, those rights are transferred to us. That person or organization must do
everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them.
However, if the insured has waived rights to recover through a written contract, or if your work was
commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers
whose customary contracts require a waiver, we waive any right of recovery we may have under this
Coverage Form.
13. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
SECTION IV-BUSINESS AUTO CONDITIONS, B. GENERAL CONDITIONS, 2. CONCEALMENT,
MISREPRESENTATION OR FRAUD is amended by the addition of the following:
We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing
as of the inception date of this policy. You must report to us any knowledge of an error or omission in your
representations as soon as practicable after its discovery. This provision does not affect our right to collect
additional premium or exercise our right of cancellation or non-renewal.
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Page 4 of 5 CA 71 15 11 09
14. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS
When required by written contract or written agreement, the definition of "insured contract" is amended as
follows:
The exception contained in paragraph H.3. relating to construction or demolition operations on or within
50 feet of a railroad; and
Paragraph H.a.
are deleted with respect to the use of a covered "auto" in operations for, or affecting, a railroad.
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CA 7115 11 09 Page 5 of 5
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COMMERCIAL LIABILITY UMBRELLA
CU 74 67 11 07
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED -
PRIMARYIN4N-CONTRIBUTORY C4VERAGE
This endorsement modifies insurance provided under the following:
COMMERCIAL LIABILITY UMBRELLACOVERAGE FORM
Under SECTION II — WHO IS AN INSURED, the following is added to paragraph 3:
If coverage provided to any additional insured is required by a written contract or agreement, we will provide
coverage to the additional insured on a primary basis without contribution from any other valid and collectible
insurance available to the additional insured.
The most we will pay under this insurance on a primary basis without contribution from any other valid and
collectible insurance is the amount of insurance required by the written contract or agreement orthe Each
Occurrence Limit shown in the Commercial Liability Umbrella Declarations, whiChe�er is less.
Under SECTION IV — CONDITIONS, paragraph 5. Other InsuranCe does not apply to coverage provided by this
endorsement.
Includes copyrighted material of Insurance 5ervices O�ce, Inc, with its permission,
Copyright Insurance 5ervices Office, Inc, 1994
CU 74 67 11 07
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COMMERCIAL LIABILITY UMBRELLA
CU 24 03 09 00
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CU 24 03 09 00 Copyright, Insurance Services Office, Inc., 2000 Page 1of 1
WAIVER OF TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
COMMERCIAL LIABILITY UMBRELLA COVERAGE PART
SCHEDULE
Name Of Person Or Organization:
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
The Transfer Of Rights Of Recovery Against Others To Us Condition under Section IV Conditions is
amended by the addition of the following:
We waive any right of recovery we may have against the person or organization shown in the Schedule above
because of payments we make for injury or damage arising out of your ongoing operations or "your work" done
under a contract with that person or organization and included in the "products-completed operations hazard". This
waiver applies only to the person or organization shown in the Schedule above.
ANY PERSON OR ORGANIZATION REQUIRED BY WRITTEN CONTRACT OR CERTIFICATE OF
INSURANCE
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WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
we oo 0313
(Ed. 4-84)
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
"Any person or organization required by written contract or certificate of insurance."
"This endorsement is not applicable in California, Kentucky, New Hampshire,
New Jersey, Texas and Utah."
"This endorsement does not apply to policies in Missouri where the employer is in the construction
group of code classifications. According to Section 287 .150(6) of the Missouri Statues, a
contractual provision purporting to waive subrogation rights is against public policy and void where
one party to the contract is an employer in the construction group of code classifications."
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective
Insured
Insurance Company
we oo 0313
(Ed. 4-84)
Policy No.
Premium$
Countersigned by
Copyright 1983 National Council on Compensation Insurance.
Endorsement No.
Hart Forms & Services
Reorder No. 14-4888
Amerisure Insurance Company
The Conlan Company
WC2050942150
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
EARLIER NOTICE OF CANCELLATION
PROVIDED BY US
Number of Days Notice 30
Far any statutarily permitted reasan other than nonpayment of premium, the number of days required far natice af cancellation is
increased to the number of days shown in the Schedule abo�e.
If this policy is cancelled by us we will send the Named Insured and any party listed in the following schedule notice of cancellation
based on the number of days notice shown abo�e.
SCHEDULE
Name of Person or Organization
The Name of Person or Organization is any person or organization holding a certificate of insurance
issued for you, provided the certificate:
1. Refers to this policy;
2. 5tates that notice of:
a. Cancellation;
b. Nonrenewal; or
c. Material change reducing or restricting coverage;
will be pro�ided to that persan ar organization;
3. Is in effect at the time of the:
a. Cancellation;
b. Nonrenewal; or
c. Material change reducing or restricting coverage; and
4. Is on file at your agent or broker's office for this policy.
Mailing Address
The Mailing Address is the address shown far that person ar arganizatian in that certificate af
insurance.
IL 70 45 05 07
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THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTOR’S BLANKET ADDITIONAL INSURED ENDORSEMENT –
FORM A
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
Policy Number Agency Number Policy Effective Date
Policy Expiration Date Date Account Number
Named Insured Agency Issuing Company
1. a. SECTION II - WHO IS AN INSURED is amended to add as an additional insured any person or
organization:
(1) Whom you are required to add as an additional insured on this policy under a written contract or
written agreement relating to your business; or
(2) Who is named as an additional insured under this policy on a certificate of insurance.
b. The written contract, written agreement, or certificate of insurance must:
(1) Require additional insured status for a time period during the term of this policy; and
(2) Be executed prior to the "bodily injury", "property damage", or "personal and advertising injury"
leading to a claim under this policy.
c. If, however:
(1) “Your work” began under a letter of intent or work order; and
(2) The letter of intent or work order led to a written contract or written agreement within 30 days of
beginning such work; and
(3) Your customer’s customary contracts require persons or organizations to be named as additional
insureds;
we will provide additional insured status as specified in this endorsement.
2. The insurance provided under this endorsement is limited as follows:
a. That person or organization is an additional insured only with respect to liability caused, in whole or in
part, by:
(1) Premises you:
(a) Own;
(b) Rent;
(c) Lease; or
(d) Occupy;
(2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to
“bodily injury” or “property damage” occurring after:
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CG 70 48 10 15 Pages 1 of 4
CPP205094113 01/01/2021
01/01/2022
The Conlan Company
(a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the
covered operations is complete, including related materials, parts or equipment (other than
service, maintenance or repairs); or
(b) That portion of “your work” out of which the injury or damage arises is put to its intended use by
any person or organization other than another contractor working for a principal as a part of the
same project.
(3) Completed operations coverage, but only if:
(a) The written contract, written agreement, or certificate of insurance requires completed
operations coverage or “your work” coverage; and
(b) This coverage part provides coverage for “bodily injury” or “property damage” included within
the “products-completed operations hazard”.
However, the insurance afforded to such additional insured only applies to the extent permitted by law.
b. If the written contract, written agreement, or certificate of insurance:
(1) Requires “arising out of” language; or
(2) Requires you to provide additional insured coverage to that person or organization by the use of
either or both of the following:
(a) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 10 01; or
(b) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG
20 37 10 01;
then the phrase “caused, in whole or in part, by” in paragraph 2.a. above is replaced by “arising out of”.
c. If the written contract, written agreement, or certificate of insurance requires you to provide additional
insured coverage to that person or organization by the use of:
(1) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 07 04 or CG 20 10 04 13; or
(2) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG 20
37 07 04 or CG 20 37 04 13; or
(3) Both those endorsements with either of those edition dates; or
(4) Either or both of the following:
(a) Additional Insured – Owners, Lessees or Contractors – Scheduled Person Or Organization
endorsement CG 20 10 without an edition date specified; or
(b) Additional Insured – Owners, Lessees or Contractors – Completed Operations endorsement CG
20 37 without an edition date specified;
then paragraph 2.a. above applies.
d. Premises, as respects paragraph 2.a.(1) above, include common or public areas about such premises if
so required in the written contract or written agreement.
e. Additional insured status provided under paragraphs 2.a.(1)(b) or 2.a.(1)(c) above does not extend
beyond the end of a premises lease or rental agreement.
f. The limits of insurance that apply to the additional insured are the least of those specified in the:
(1) Written contract;
(2) Written agreement;
(3) Certificate of insurance; or
(4) Declarations of this policy.
The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the
Declarations.
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g. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or
"personal and advertising injury" arising out of an architect’s, engineer’s, or surveyor’s rendering of, or
failure to render, any professional services, including but not limited to:
(1) The preparing, approving, or failing to prepare or approve:
(a) Maps;
(b) Drawings;
(c) Opinions;
(d) Reports;
(e) Surveys;
(f) Change orders;
(g) Design specifications; and
(2) Supervisory, inspection, or engineering services.
h. SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is
deleted and replaced with the following:
4. Other Insurance.
Coverage provided by this endorsement is excess over any other valid and collectible insurance
available to the additional insured whether:
a. Primary;
b. Excess;
c. Contingent; or
d. On any other basis;
but if the written contract, written agreement, or certificate of insurance requires primary and non-
contributory coverage, this insurance will be primary and non-contributory relative to other insurance
available to the additional insured which covers that person or organization as a Named Insured, and
we will not share with that other insurance.
i. If the written contract, written agreement, or certificate of insurance as outlined above requires additional
insured status by use of CG 20 10 11 85, then the coverage provided under this CG 70 48 endorsement
does not apply except for paragraph 2.h. Other Insurance. Additional insured status is limited to that
provided by CG 20 10 11 85 shown below and paragraph 2.h. Other Insurance shown above.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization: Blanket Where Required by Written Contract, Agreement, or
Certificate of Insurance that the terms of CG 20 10 11 85 apply
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown
in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984
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CG 70 48 10 15 Pages 3 of 4
j. The insurance provided by this endorsement does not apply to any premises or work for which the
person or organization is specifically listed as an additional insured on another endorsement attached to
this policy.
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Page 4 of 4 CG 70 48 10 15
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTORS GENERAL LIABILITY EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
Under SECTION I - COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, paragraph 2.
EXCLUSIONS, provisions 1. through 6. of this endorsement amend the policy as follows:
1. LIQUOR LIABILITY
Exclusion c. Liquor Liability is deleted.
2. NONOWNED WATERCRAFT AND NONOWNED AIRCRAFT (HIRED, RENTED OR LOANED WITH PAID
CREW)
Exclusion g. Aircraft, Auto or Watercraft, paragraph (2)is deleted and replaced with the following:
(2) A watercraft you do not own that is:
(a) Less than 51 feet long; and
(b) Not being used to carry persons or property for a charge;
Exclusion g. Aircraft, Auto or Watercraft, paragraph (6) is added as follows:
(6) An aircraft that you do not own that is:
(a) Hired;
(b) Rented; or
(c) Loaned to you;
with paid crew for a period of five (5) consecutive days or less.
Paragraph (6) does not apply if the insured has any other insurance for “bodily injury or “property
damage” liability for such aircraft, whether such other insurance is primary, excess, contingent or on any
other basis.
3. PREMISES ALIENATED
A. Exclusion j. Damage to Property, paragraph (2) is deleted.
B. The following paragraph is also deleted from Exclusion j. Damage to Property:
Paragraph (2) of this exclusion does not apply if the premises are “your work” and were never occupied,
rented or held for rental by you.
4. PROPERTY DAMAGE LIABILITY - ELEVATORS AND SIDETRACK AGREEMENTS
A. Exclusion j. Damage to Property, paragraphs (3), (4), and (6) do not apply to the use of elevators.
B. Exclusion k. Damage to Your Product does not apply to:
1. The use of elevators; or
2. Liability assumed under a sidetrack agreement.
5. PROPERTY DAMAGE LIABILITY - BORROWED EQUIPMENT
A. Exclusion j. Damage to Property, paragraph (4) does not apply to "property damage" to borrowed
equipment while at a jobsite and not being used to perform operations.
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CG 70 49 11 09 Page 1 of 10
B. With respect to any one borrowed equipment item, provision 5.A. above does not apply to "property
damage" that exceeds $25,000 per occurrence or $25,000 annual aggregate.
6. PRODUCT RECALL EXPENSE
A.Exclusion n. Recall Of Products, Work Or Impaired Property does not apply to “product recall
expenses” that you incur for the “covered recall” of “your product”. This exception to the exclusion does
not apply to “product recall expenses” resulting from:
1. Failure of any products to accomplish their intended purpose;
2. Breach of warranties of fitness, quality, durability or performance;
3. Loss of customer approval or any cost incurred to regain customer approval;
4. Redistribution or replacement of “your product”, which has been recalled, by like products or
substitutes;
5. Caprice or whim of the insured;
6. A condition likely to cause loss, about which any insured knew or had reason to know at the
inception of this insurance;
7. Asbestos, including loss, damage or clean up resulting from asbestos or asbestos containing
materials;
8. Recall of “your product(s)” that have no known or suspected defect solely because a known or
suspected defect in another of “your product(s)” has been found.
B.Under SECTION III – LIMITS OF INSURANCE, paragraph 3. is replaced in its entirety as follows and
paragraph 8. is added:
3. The Products-Completed Operations Aggregate Limit is the most we will pay for the sum of:
a. Damages under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
because of “bodily injury” and “property damage” included in the “products-completed
operations hazard” and
b. “Product recall expenses”.
8. Subject to paragraph 5.above, $25,000 is the most we will pay for all “product recall expenses”
arising out of the same defect or deficiency.
The insurance afforded by provisions 1. through 6. of this endorsement is excess over any valid and collectible
insurance (including any deductible) available to the insured whether primary, excess or contingent, and SECTION
IV.,paragraph 4. Other Insurance is changed accordingly.
7. BLANKET CONTRACTUAL LIABILITY – RAILROADS
When a written contract or written agreement requires Contractual Liability - Railroads, the definition of
"insured contract" in Section V - Definitions is replaced by the following with respect to operations performed
for, or affecting, a railroad:
9. "Insured Contract" means:
a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by fire to premises while rented to you or
temporarily occupied by you with permission of the owner is not an "insured contract";
b. A sidetrack agreement;
c. Any easement or license agreement;
d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work
for a municipality;
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Page 2 of 10 CG 70 49 11 09
e. An elevator maintenance agreement;
f. That part of any other contract or agreement pertaining to your business (including an
indemnification of a municipality in connection with work performed for a municipality) under which
you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third
person or organization. Tort liability means a liability that would be imposed by law in the absence of
any contract or agreement.
Paragraph f. does not include that part of any contract or agreement:
(1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
(a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions,
reports, surveys, field orders, change orders or drawings and specifications; or
(b) Giving directions or instructions, or failing to give them;
(2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or
damage arising out of the insured's rendering or failure to render professional services,
including those listed in Paragraph (1) above and supervisory, inspection, architectural or
engineering activities.
8. CONTRACTUAL LIABILITY - PERSONAL AND ADVERTISING INJURY
Under SECTION 1 - COVERAGE B., paragraph 2. Exclusions, paragraph e. Contractual Liability is deleted.
9. SUPPLEMENTARY PAYMENTS
Under SECTION I - SUPPLEMENTARY PAYMENTS - COVERAGES A AND B, paragraphs 1.b. and 1.d. are
deleted and replaced with the following:
b. Up to $2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the
use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these
bonds.
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense
of the claim or “suit”, including actual loss of earnings up to $500 a day because of time off from work.
10. BROADENED WHO IS AN INSURED
SECTION II - WHO IS AN INSURED is deleted and replaced with the following:
1. If you are designated in the Declarations as:
a. An individual, you and your spouse are insureds, but only with respect to the conduct of a business
of which you are the sole owner.
b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses
are also insureds, but only with respect to the conduct of your business.
c. A limited liability company, you are an insured. Your members are also insureds, but only with
respect to the conduct of your business. Your managers are insureds, but only with respect to their
duties as your managers.
d. An organization other than a partnership, joint venture or limited liability company, you are an
insured. Your "executive officers" and directors are insureds, but only with respect to their duties as
your officers or directors. Your stockholders are also insureds, but only with respect to their liability
as stockholders.
e. A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as
trustees.
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CG 70 49 11 09 Page 3 of 10
2. Each of the following is also an insured:
a. Your “volunteer workers” only while performing duties related to the conduct of your business, or
your "employees," other than either your "executive officers," (if you are an organization other than a
partnership, joint venture or limited liability company) or your managers (if you are a limited liability
company), but only for acts within the scope of their employment by you or while performing duties
related to the conduct of your business. However, none of these "employees" or “volunteer workers”
are insured for:
(1) "Bodily injury" or "personal and advertising injury":
(a) To you, to your partners or members (if you are a partnership or joint venture), to your
members (if you are a limited liability company), to a co-"employee" while in the course of
his or her employment or performing duties related to the conduct of your business, or to
your other “volunteer workers” while performing duties related to the conduct of your
business;
(b) To the spouse, child, parent, brother or sister of that co-"employee" or “volunteer worker”
as a consequence of paragraph (1)(a) above;
(c) For which there is any obligation to share damages with or repay someone else who must
pay damages because of the injury described in paragraphs (1)(a) or (b) above; or
(d) Arising out of his or her providing or failing to provide professional health care services
except as provided in provision 11. of this endorsement.
Paragraphs (1)(a), (1)(b) and (1)(c) above do not apply to your “employees” who are:
(i) Managers;
(ii) Supervisors;
(iii) Directors; or
(iv) Officers;
with respect to “bodily injury” to a co-“employee”.
(2) "Property damage" to property:
(a) Owned, occupied or used by;
(b) Rented to, in the care, custody or control of, or over which physical control is being
exercised for any purpose by
you, any of your "employees," “volunteer workers”, any partner or member (if you are a
partnership or joint venture), or any member (if you are a limited liability company).
b. Any person (other than your "employee" or “volunteer worker”), or any organization while acting as
your real estate manager.
c. Any person or organization having proper temporary custody of your property if you die, but only;
(1) With respect to liability arising out of the maintenance or use of that property; and
(2) Until your legal representative has been appointed.
d. Your legal representative if you die, but only with respect to duties as such. That representative will
have all your rights and duties under this Coverage Form.
e. Your subsidiaries if:
(1) They are legally incorporated entities; and
(2) You own more than 50% of the voting stock in such subsidiaries as of the effective date of this
policy.
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If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of
the inception of your original policy.
f.(1) Any person or organization, other than an architect, engineer or surveyor, required to be named
as an additional insured in a "work contract", letter of intent or work order. However, such
person or organization shall be an additional insured only with respect to covered "bodily injury,"
"property damage," and "personal and advertising injury" arising out of “your work" under that
"work contract", letter of intent or work order.
(2) We will provide additional insured coverage to such person or organization only:
(a) for a period of 30 days after the effective date of the applicable "work contract", letter of
intent or work order; or
(b) until the end of the policy term in effect at the inception of the applicable “work contract”,
letter of intent or work order;
whichever is earlier.
(3) Coverage provided under this paragraph f. is excess over any other valid and collectible
insurance available to the additional insured whether primary, excess, contingent, or on any
other basis unless the “work contract”, letter of intent or work order requires this insurance be
primary, in which case this insurance will be primary without contribution from such other
insurance available to the additional insured.
(4) This paragraph f. does not apply if form CG 70 48, Contractors Blanket Additional Insured
Endorsement, is attached to the policy.
g.Any person or organization to whom you are obligated by virtue of a written contract to provide
insurance such as is afforded by this policy, but only with respect to liability arising out of the
maintenance or use of that part of any premises leased to you, including common or public areas
about such premises if so required in the contract.
However, no such person or organization is an insured with respect to:
(1) Any "occurrence" that takes place after you cease to occupy those premises; or
(2) Structural alterations, new construction or demolition operations performed by or on behalf of
such person or organization.
h. Any state or political subdivision but only as respects legal liability incurred by the state or political
subdivision solely because it has issued a permit with respect to operations performed by you or on
your behalf.
However, no state or political subdivision is an insured with respect to:
(1) "Bodily injury", "property damage", and "personal and advertising injury" arising out of
operations performed for the state or municipality; or
(2) "Bodily injury" or "property damage" included within the "products-completed operations
hazard."
i. Any person or organization who is the lessor of equipment leased to you to whom you are obligated
by virtue of a written contact to provide insurance such as is afforded by this policy, but only with
respect to their liability arising out of the maintenance, operation or use of such equipment by you or
a subcontractor on your behalf with your permission and under your supervision.
However, no such person or organization is an insured with respect to any "occurrence" that takes
place after the equipment lease expires.
j. Any architect, engineer, or surveyor engaged by you but only with respect to liability arising out of
your premises or "your work."
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CG 70 49 11 09 Page 5 of 10
However, no architect, engineer, or surveyor is an insured with respect to "bodily injury," "property
damage," or "personal and advertising injury" arising out of the rendering of or the failure to render
any professional services by or for you, including:
(1) The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports,
surveys, change orders, designs or specifications; or
(2) Supervisory, inspection, or engineering services.
This paragraph j. does not apply if form CG 70 48, Contractors Blanket Additional Insured
Endorsement, is attached to the policy.
k. Any manager, owner, lessor, mortgagee, assignee or receiver of premises, including land leased to
you, but only with respect to liability arising out of the ownership, maintenance or use of that part of
the premises or land leased to you.
However, no such person or organization is an insured with respect to:
(1) Any "occurrence" that takes place after you cease to occupy that premises, or cease to lease
the land; or
(2) Structural alteration, new construction or demolition operations performed by or on behalf of that
person or organization.
3. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability
company and over which you maintain ownership or majority interest, will qualify as a Named Insured if
there is no other similar insurance available to that organization. However:
a. Coverage under this provision is afforded until the end of the policy period.
b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired
or formed the organization.
c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed
before you acquired or formed the organization.
d. Coverage A does not apply to “product recall expense” arising out of any withdrawal or recall that
occurred before you acquired or formed the organization.
4. Any person or organization (referred to below as vendor) with whom you agreed, because of a written
contract or agreement to provide insurance is an insured, but only with respect to "bodily injury" or
"property damage" arising out of "your products" that are distributed or sold in the regular course of the
vendor's business.
However, no such person or organization is an insured with respect to:
a."Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of
the assumption of liability in a contract or agreement. This exclusion does not apply to liability for
damages that the vendor would have in the absence of the contract or agreement.
b. Any express warranty unauthorized by you;
c. Any physical or chemical change in “your product” made intentionally by the vendor;
d. Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or
the substitution of parts under instructions from the manufacturer, and then repackaged in the
original container;
e. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to
make or normally undertakes to make in the usual course of business, in connection with the
distribution or sale of “your products”;
f. Demonstration, installation, servicing or repair operations, except such operations performed at the
vendor's premises in connection with the sale of “your product”;
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g. “Your products” which, after distribution or sale by you, have been labeled or relabeled or used as a
container, part or ingredient of any other thing or substance by or for the vendor.
h. “Bodily injury” or “property damage” arising out of the sole negligence of the vendor for its own acts
or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion
does not apply to:
(1) The exceptions contained in subparagraphs d. or f.; or
(2) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally
undertakes to make in the usual course of business, in connection with the distribution or sale of
the products.
This insurance does not apply to any insured person or organization from which you have acquired “your
products”, or any ingredient, part, or container, entering into, accompanying or containing “your products”.
No person or organization is an insured with respect to the conduct of any current or past partnership, joint
venture or limited liability company that is not shown as a Named Insured in the Declarations.
11. INCIDENTAL MALPRACTICE LIABILITY
As respects provision 10., SECTION II - WHO IS AN INSURED, paragraph 2.a.(1)(d) does not apply to any
nurse, emergency medical technician or paramedic employed by you to provide medical or paramedical
services, provided that you are not engaged in the business or occupation of providing such services, and your
“employee” does not have any other insurance that would also cover claims arising under this provision,
whether the other insurance is primary, excess, contingent or on any other basis.
Under SECTION III - LIMITS OF INSURANCE, provisions 12. through 14. of this endorsement amend the policy as
follows:
12. AGGREGATE LIMITS PER PROJECT
The General Aggregate Limit applies separately to each of your construction projects away from premises
owned by or rented to you.
13. INCREASED MEDICAL PAYMENTS LIMIT AND REPORTING PERIOD
A.The requirement under SECTION I - COVERAGE C MEDICAL PAYMENTS that expenses be incurred
and reported to us within one year of the date of the accident is changed to three years.
B.SECTION III - LIMITS OF INSURANCE, paragraph 7., the Medical Expense Limit, is subject to all of the
terms of SECTION III - LIMITS OF INSURANCE and is the greater of:
1. $10,000; or
2. The amount shown in the Declarations for Medical Expense Limit.
C. This provision 13. does not apply if COVERAGE C MEDICAL PAYMENTS is excluded either by the
provisions of the Coverage Form or by endorsement.
14. DAMAGE TO PREMISES RENTED TO YOU – SPECIFIC PERILS
A.The word fire is changed to "specific perils" where it appears in:
1.The last paragraph of SECTION I – COVERAGE A, paragraph 2. Exclusions;
2. SECTION IV, paragraph 4.b. Excess Insurance.
B. The Limits of Insurance shown in the Declarations will apply to all damage proximately caused by the
same event, whether such damage results from a "specific peril" or any combination of "specific perils."
C. The Damage To Premises Rented To You Limit described in SECTION III - LIMITS OF INSURANCE,
paragraph 6., is replaced by a new limit, which is the greater of:
1. $1,000,000; or
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CG 70 49 11 09 Page 7 of 10
2. The amount shown in the Declarations for Damage To Premises Rented To You Limit.
D. This provision 14.does not apply if the Damage To Premises Rented To You Limit of SECTION I -
COVERAGE A is excluded either by the provisions of the Coverage Form or by endorsement.
Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, provisions 15. through 17. of this
endorsement amend the policy as follows:
15. KNOWLEDGE OF OCCURRENCE
Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced
and paragraphs e.and f. are added as follows:
a.You must see to it that we are notified as soon as practicable of an "occurrence" or an offense, regardless
of the amount, which may result in a claim. Knowledge of an "occurrence" or an offense by your
“employee(s)” shall not, in itself, constitute knowledge to you unless one of your partners, members,
“executive officers”, directors, or managers has knowledge of the "occurrence" or offense. To the extent
possible, notice should include:
(1) How, when and where the "occurrence" or offense took place;
(2) The names and addresses of any injured persons and witnesses; and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
e. If you report an “occurrence” to your workers compensation carrier that develops into a liability claim for
which coverage is provided by the Coverage Form, failure to report such an “occurrence” to us at the time
of the “occurrence” shall not be deemed a violation of paragraphs a., b., and c.above. However, you
shall give written notice of this “occurrence” to us as soon you become aware that this “occurrence” may
be a liability claim rather than a workers compensation claim.
f.You must see to it that the following are done in the event of an actual or anticipated “covered recall” that
may result in “product recall expense”:
(1) Give us prompt notice of any discovery or notification that “your product” must be withdrawn or
recalled. Include a description of “your product” and the reason for the withdrawal or recall;
(2) Cease any further release, shipment, consignment or any other method of distribution of like or
similar products until it has been determined that all such products are free from defects that could
be a cause of loss under the insurance.
16. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Paragraph 6. Representations is deleted and replaced with the following:
6. Representations
By accepting this policy, you agree:
a. The statements in the Declarations are accurate and complete;
b. Those statements are based upon representations you made to us;
c. We have issued this policy in reliance upon your representations; and
d. This policy is void in any case of fraud by you as it relates to this policy or any claim under this
policy.
We will not deny coverage under this coverage part if you unintentionally fail to disclose all hazards
existing as of the inception date of this policy. You must report to us any knowledge of an error or
omission in the description of any premises or operations intended to be covered by the Coverage Form
as soon as practicable after its discovery. However, this provision does not affect our right to collect
additional premium or exercise our right of cancellation or nonrenewal.
Includes copyrighted material of Insurance Services Office, Inc.
Page 8 of 10 CG 70 49 11 09
17. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION)
Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the
following:
8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form,
those rights are transferred to us. The insured must do nothing after loss to impair them. At our request,
the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the
insured has waived rights to recover through a written contract, or if "your work" was commenced under a
letter of intent or work order, subject to a subsequent reduction to writing with customers whose
customary contracts require a waiver, we waive any right of recovery we may have under this Coverage
Form.
18. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL
Paragraph 2.b.of A. Cancellation of the COMMON POLICY CONDITIONS is deleted and replaced with the
following:
b. 60 days before the effective date of the cancellation if we cancel for any other reason.
Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 9. When We Do Not
Renew is deleted and replaced with the following:
9. When We Do Not Renew
If we decide not to renew this Coverage Part, we will mail or deliver to the first Named Insured shown in
the Declarations written notice of the nonrenewal not less than 60 days before the expiration date.
If notice is mailed, proof of mailing will be sufficient proof of notice.
19. MOBILE EQUIPMENT REDEFINED
Under SECTION V - DEFINITIONS, paragraph 12. "Mobile equipment", paragraph f. (1) does not apply to self-
propelled vehicles of less than 1,000 pounds gross vehicle weight.
20. DEFINITIONS
1. SECTION V – DEFINITIONS, paragraph 4. “Coverage territory” is replaced by the following definition:
“Coverage territory” means anywhere in the world with respect to liability arising out of “bodily injury,”
“property damage,” or “personal and advertising injury,” including “personal and advertising injury”
offenses that take place through the Internet or similar electronic means of communication provided the
insured’s responsibility to pay damages is determined in a settlement to which we agree or in a “suit” on
the merits, in the United States of America (including its territories and possessions), Puerto Rico and
Canada.
2. SECTION V – DEFINITIONS is amended by the addition of the following definitions:
“Covered recall” means a recall made necessary because you or a government body has determined that
a known or suspected defect, deficiency, inadequacy, or dangerous condition in “your product” has
resulted or will result in “bodily injury” or “property damage”.
“Product Recall expenses" mean only reasonable and necessary extra costs, which result from or are
related to the recall or withdrawal of “your product” for:
a. Telephone and telegraphic communication, radio or television announcements, computer time and
newspaper advertising;
b. Stationery, envelopes, production of announcements and postage or facsimiles;
c. Remuneration paid to regular employees for necessary overtime or authorized travel expense;
d. Temporary hiring by you or by agents designated by you of persons, other than your regular
employees, to perform necessary tasks;
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 49 11 09 Page 9 of 10
e. Rental of necessary additional warehouse or storage space;
f. Packaging of or transportation or shipping of defective products to the location you designate; and
g. Disposal of “your products” that cannot be reused. Disposal expenses do not include:
(1) Expenses that exceed the original cost of the materials incurred to manufacture or process such
product; and
(2) Expenses that exceed the cost of normal trash discarding or disposal, except as are necessary
to avoid “bodily injury” or “property damage”.
"Specific Perils" means fire; lightning; explosion; windstorm or hail; smoke; aircraft or vehicles; riot or civil
commotion; vandalism; leakage from fire extinguishing equipment; weight of snow, ice or sleet; or "water
damage".
"Water damage" means accidental discharge or leakage of water or steam as the direct result of the
breaking or cracking of any part of a system or appliance containing water or steam.
"Work contract" means a written agreement between you and one or more parties for work to be
performed by you or on your behalf.
Includes copyrighted material of Insurance Services Office, Inc.
Page 10 of 10 CG 70 49 11 09
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADVANTAGE
COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT
This endorsement modifies insurance provided under the
BUSINESS AUTO COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
The premium for this endorsement is $ INCLUDED
1. EXTENDED CANCELLATION CONDITION
COMMON POLICY CONDITIONS -CANCELLATION, Paragraph A.2. is replaced by the following:
2. We may cancel this policy by mailing or delivering to the first Named Insured written notice of
cancellation at least:
a. 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or
b. 60 days before the effective date of cancellation if we cancel for any other reason.
2. BROADFORMINSURED
SECTION II -LIABILITY COVERAGE A.1. WHO IS AN INSURED is amended by the addition of the
following:
d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability
company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured.
However.
(1) Coverage under this provision is afforded only until the end of the policy period;
(2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the
organization; and
(3) Coverage does not apply to an organization that is an "insured" under any other policy or would be
an "insured" but for its termination or the exhausting of its limit of insurance.
e. Any "employee" of yours using:
(1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee"
or a member of his or her household, while performing duties related to the conduct of your
business or your personal affairs; or
(2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your
permission, while performing duties related to the conduct of your business. However, your
"employee" does not qualify as an insured under this paragraph (2) while using a covered "auto"
rented from you or from any member of the "employee's" household.
f. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire,
or borrow. while performing duties related to the conduct of your business or your personal affairs.
g. Any person or organization with whom you agree in a written contract, written agreement or permit, to
provide insurance such as is afforded under this policy, but only with respect to your covered "autos".
This provision does not apply:
(1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily
injury" or "property damage";
lnclud€s copyrighted materia~ of Insurance Services Office, Inc.
CA 71 15 11 09 Page 1 of 5
The Conlan Company
CA2050943130
(2) To any person or organization included as an insured by an endorsement or in the Declarations; or
(3) To any lessor of "autos" unless:
(a) The lease agreement requires you to provide direct primary insurance for the lessor;
(b) The "auto" is leased without a driver; and
(c) The lease had not expired.
Leased "autos" covered under this provision will be considered covered "autos" you own and not covered
"autos" you hire.
h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock
on the effective date of this endorsement.
This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an
insured under any other automobile policy or would be an insured under such a policy, but for its
termination or the exhaustion of its limits of insurance, unless such policy was written to apply
specifically in excess of this policy.
3. COVERAGE EXTENSIONS-SUPPLEMENTARY PAYMENTS
Under SECTION II-LIABILITY COVERAGE, A.2.a. Supplementary Payments, paragraphs (2) and (4) are
deleted and replaced with the following:
(2) Up to $2500 for the cost of bail bonds (including bonds for related traffic law violations) required because
of an "accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to
$500 a day because of time off from work.
4. AMENDED FELLOW EMPLOYEE EXCLUSION
SECTION II -LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and
replaced by the following:
5. Fellow Employee
"Bodily injury" to:
a. Any fellow "employee" of the "insured" arising out of and in the course of the fellow "employee's"
employment or while performing duties related to the conduct of your business. However, this
exclusion does not apply to your "employees" that are officers, managers, supervisors or above.
Coverage is excess over any other collectible insurance.
b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of
paragraph a. above.
5. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE
A. Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added:
If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage
coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's"
name, for the purpose of doing your work. We will provide coverage equal to the broadest physical
damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of
Covered Autos You Own, or on any endorsements amending this schedule.
B. Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A.4. COVERAGE EXTENSIONS, paragraph
b. Loss of Use Expenses is deleted and replaced with the following:
b. Loss Of Use Expenses
Page 2 of 5
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally
responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental
contract or agreement. We will pay for loss of use expenses if caused by:
Includes copyrighted material of Insurance Services Office, Inc.
CA711511 09
(1) Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided
for any covered "auto";
(2) Specified Causes of Loss, only if the Declarations indicate that Specified Causes Of Loss
Coverage is provided for any covered "auto"; or
(3) Collision, only if the Declarations indicate that Collision Coverage is provided for any covered
"auto".
However, the most we will pay for any expenses for loss of use is $30 per day, to a maximum of
$2,000.
C. Under SECTION IV-BUSINESS AUTO CONDITIONS, paragraph 5.b. Other Insurance is deleted and
replaced by the following:
b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
1. Any covered "auto" you lease, hire, rent or borrow; and
2. Any covered "auto" hired or rented by your "employee" under a contract in that individual
"employee's" name, with your permission, while performing duties related to the conduct of your
business.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto",
nor is any "auto" you hire from any of your "employees", partners (if you are a partnership),
members (if you are a limited liability company), or members of their households.
6. LOAN OR LEASE GAP COVERAGE
Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added:
If a covered "auto" is owned or leased and if we provide Physical Damage Coverage on it, we will pay, in the
event of a covered total "loss", any unpaid amount due on the lease or loan for a covered "auto", less:
(a) The amount paid under the Physical Damage Coverage Section of the policy; and
(b) Any:
(1) Overdue lease or loan payments including penalties, interest or other charges resulting from
overdue payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high
mileage;
(3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance
purchased with the loan or lease;
(4) Security deposits not refunded by a lessor; and
(5) Carry-over balances from previous loans or leases.
7. RENTAL REIMBURSEMENT
SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, paragraph 4. Coverage Extensions is
deleted and replaced by the following:
4. Coverage Extensions
(a) We will pay up to $75 per day to a maximum of $2000 for transportation expense incurred by you
because of covered "loss". We will pay only for those covered "autos" for which you carry Collision
Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay
for transportation expenses incurred during the period beginning 24 hours after the covered "loss"
and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we
pay for its "loss". This coverage is in addition to the otherwise applicable coverage you have on a
covered "auto". No deductibles apply to this coverage.
(b) This coverage does not apply while there is a spare or reserve "auto" available to you for your
operation.
Includes copyrighted material of Insurance Services Office, Inc.
CA 71 15 11 09 Page 3 of 5
8. AIRBAG COVERAGE
SECTION Ill -PHYSICAL DAMAGE, B. EXCLUSIONS, Paragraph 3. is deleted and replaced by the
following:
We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is
covered by this insurance:
a. Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include
the discharge of an airbag.
b. Blowouts, punctures or other road damage to tires.
9. GLASS REPAIR-WAIVER OF DEDUCTIBLE
SECTION Ill-PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following:
No deductible applies to glass damage if the glass is repaired rather than replaced.
10. COLLISION COVERAGE-WAIVER OF DEDUCTIBLE
SECTION Ill -PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following:
When there is a "loss" to your covered "auto" insured for Collision Coverage, no deductible will apply if the
"loss" was caused by a collision with another "auto" insured by us.
11. KNOWLEDGE OF ACCIDENT
SECTION IV-BUSINESS AUTO CONDITIONS, A. LOSS CONDITIONS, 2. DUTIES IN THE EVENT OF
ACCIDENT, CLAIM, SUIT OR LOSS, paragraph a. is deleted and replaced by the following:
a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss".
Knowledge of an "accident", claim, "suit" or "loss" by your "employees" shall not, in itself, constitute
knowledge to you unless one of your partners, executive officers, directors, managers, or members (if
you are a limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should
include:
(1) How, when and where the "accident" or "loss" occurred;
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
12. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION)
SECTION IV-BUSINESS AUTO CONDITIONS A.5. TRANSFER OF RIGHTS OF RECOVERY AGAINST
OTHERS TO US is deleted and replaced by the following:
If any person or organization to or for whom we make payment under this Coverage Form has rights to
recover damages from another, those rights are transferred to us. That person or organization must do
everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them.
However, if the insured has waived rights to recover through a written contract, or if your work was
commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers
whose customary contracts require a waiver, we waive any right of recovery we may have under this
Coverage Form.
13. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
SECTION IV-BUSINESS AUTO CONDITIONS, B. GENERAL CONDITIONS, 2. CONCEALMENT,
MISREPRESENTATION OR FRAUD is amended by the addition of the following:
We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing
as of the inception date of this policy. You must report to us any knowledge of an error or omission in your
representations as soon as practicable after its discovery. This provision does not affect our right to collect
additional premium or exercise our right of cancellation or non-renewal.
Includes copyrighted material of Insurance Services Office, Inc.
Page 4 of 5 CA 71 15 11 09
14. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS
When required by written contract or written agreement, the definition of "insured contract" is amended as
follows:
The exception contained in paragraph H.3. relating to construction or demolition operations on or within
50 feet of a railroad; and
Paragraph H.a.
are deleted with respect to the use of a covered "auto" in operations for, or affecting, a railroad.
Includes copyrighted material of Insurance Services Office, Inc.
CA 7115 11 09 Page 5 of 5
This page has been left blank intentionally.
COMMERCIAL LIABILITY UMBRELLA
CU 74 67 11 07
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED -
PRIMARYIN4N-CONTRIBUTORY C4VERAGE
This endorsement modifies insurance provided under the following:
COMMERCIAL LIABILITY UMBRELLACOVERAGE FORM
Under SECTION II — WHO IS AN INSURED, the following is added to paragraph 3:
If coverage provided to any additional insured is required by a written contract or agreement, we will provide
coverage to the additional insured on a primary basis without contribution from any other valid and collectible
insurance available to the additional insured.
The most we will pay under this insurance on a primary basis without contribution from any other valid and
collectible insurance is the amount of insurance required by the written contract or agreement orthe Each
Occurrence Limit shown in the Commercial Liability Umbrella Declarations, whiChe�er is less.
Under SECTION IV — CONDITIONS, paragraph 5. Other InsuranCe does not apply to coverage provided by this
endorsement.
Includes copyrighted material of Insurance 5ervices O�ce, Inc, with its permission,
Copyright Insurance 5ervices Office, Inc, 1994
CU 74 67 11 07
This page has been left blank intentionally.
COMMERCIAL LIABILITY UMBRELLA
CU 24 03 09 00
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CU 24 03 09 00 Copyright, Insurance Services Office, Inc., 2000 Page 1of 1
WAIVER OF TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
COMMERCIAL LIABILITY UMBRELLA COVERAGE PART
SCHEDULE
Name Of Person Or Organization:
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
The Transfer Of Rights Of Recovery Against Others To Us Condition under Section IV Conditions is
amended by the addition of the following:
We waive any right of recovery we may have against the person or organization shown in the Schedule above
because of payments we make for injury or damage arising out of your ongoing operations or "your work" done
under a contract with that person or organization and included in the "products-completed operations hazard". This
waiver applies only to the person or organization shown in the Schedule above.
ANY PERSON OR ORGANIZATION REQUIRED BY WRITTEN CONTRACT OR CERTIFICATE OF
INSURANCE
This page has been left blank intentionally.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
we oo 0313
(Ed. 4-84)
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
"Any person or organization required by written contract or certificate of insurance."
"This endorsement is not applicable in California, Kentucky, New Hampshire,
New Jersey, Texas and Utah."
"This endorsement does not apply to policies in Missouri where the employer is in the construction
group of code classifications. According to Section 287 .150(6) of the Missouri Statues, a
contractual provision purporting to waive subrogation rights is against public policy and void where
one party to the contract is an employer in the construction group of code classifications."
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective
Insured
Insurance Company
we oo 0313
(Ed. 4-84)
Policy No.
Premium$
Countersigned by
Copyright 1983 National Council on Compensation Insurance.
Endorsement No.
Hart Forms & Services
Reorder No. 14-4888
Amerisure Insurance Company
The Conlan Company
WC2050942150
This page has been left blank intentionally.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
EARLIER NOTICE OF CANCELLATION
PROVIDED BY US
Number of Days Notice 30
Far any statutarily permitted reasan other than nonpayment of premium, the number of days required far natice af cancellation is
increased to the number of days shown in the Schedule abo�e.
If this policy is cancelled by us we will send the Named Insured and any party listed in the following schedule notice of cancellation
based on the number of days notice shown abo�e.
SCHEDULE
Name of Person or Organization
The Name of Person or Organization is any person or organization holding a certificate of insurance
issued for you, provided the certificate:
1. Refers to this policy;
2. 5tates that notice of:
a. Cancellation;
b. Nonrenewal; or
c. Material change reducing or restricting coverage;
will be pro�ided to that persan ar organization;
3. Is in effect at the time of the:
a. Cancellation;
b. Nonrenewal; or
c. Material change reducing or restricting coverage; and
4. Is on file at your agent or broker's office for this policy.
Mailing Address
The Mailing Address is the address shown far that person ar arganizatian in that certificate af
insurance.
IL 70 45 05 07
This page has been left blank intentionally.
�
006213-1
BOND NUMBER: 30133525
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TH E STATE OF TIXAS §
S�Cf'ION Ofl 6213
PERFORMA�ICE BOND
P�RFOE2MANCF 80N�
Page 1 of 4
§ KNOW ALL BY THESE PRESENTS:
COUAiTY OF TARRANT §
That we, „� �� Gonian Campany , known as
"PrincipaY� nerein and Continental Casualty Campany , a corpo�'ate
surety(sureties, if more than onej du[y auihorized to do business 9n the State ofTexas, knawn as
"5urety�' herein [whether ane o� morej, are held and firmly f�ound untn the Developer, Granite
(Vi1lage Creek), LLC, authorized to do business in Texas ('beveioper"j and the City of Fart Worth,
a Texas municipal carporation ("Ciljl'j, in th� penal sum af,
Four Hundred 5ixry-Elght Thausar3d Elgrit Hundred ElghEy-Two and 3711fl0 Dollars ($ ��$����•�� j,
Iawful money of the Unitecf S�ates, ta be paid in �ort Wo�th, 7�rrant County, Texas for tf�e
payrr�ent of wh�ch su�n well and truly to be rrrade jointiy unto the D�vefoper and the City as duaf
obli�ees, we bind oursel�es, our heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
WFEEREAS, D�veloper and City have entered into an Agreernent for the canstruction af
community facilities in the City of Fort Worth by and throu�h a Community Fatikities Agreement,
C�A Number 21-033;and
21 WFIEREAS, tfi�e Principa� has ent�red inta a c�rtain wriYten contract with the Developer awarded
22 the ��nd day of ��!��, ,, ,, .,,,_�,, 2Q,�1 , which Contract is hereby referred to and made a
23 part her�of far all purpases as if fuliy set farth herein, to furnish alI materfals, equipment lab�r
24 and ather aecessaries d�fined by law, in the prosecution af the Work, inciuding any Change
25 Orders, as provided for in said Contract designated as Villags Creek Dis[ributian Center
26 NOW, T1iER�FURE, the conditian of this nbligatian is such that if the said Principal shall
27 faithfulky perform it obligatians under the Contract and shall in al! respects duly and faithfully
28 perfor� the Work, includ�ng Change prders, und�r t�e Cantract, aecording Co the �lans,
29 specificatiqns, and contract documer�ts therein re#erred to, and as well during any period of
[I7YOF FCtRT WORTH
S7AN�AR€1 CITY CON�ITIONS— �EVELOPEit AWARDE� PRbJECFS
Revised lanuary 31, xD12
Vilfage Creek Distribuiron Center
City Project No.10307Z
, ,
006213-2
PERFORMANCE BOND
Page 2 of 4
1 extensior� af the Contract that may he granted on t�e part aE �he Developer and/or City, then
2 this obfigation shall be and becor�ne nul! and voi�, othenuise to remain in Full force and efFeet.
3 PttOVIDED FURTliEFt, that if any legal action b� filed on this Bond, ver�ue shall lie in
4 Tarrant County, Texas or t�e United 5tates DfstCict Co�rt for the �3orthern District of Texas, Fart
5 Worth Division.
6 This bo�d is rnade and executed ir� compiiance with the pro�isio�s of Chapter 2253 of
7 the Texas Government Code, as amended, and alf �iabfEities on this bond shall be determined in
S accordance with the provisions of said statue.
9 iN WlTNE55 WHEREOF, the Principal arrd the Surety ha�e SIGNED and SEALEQ this
1Q instrument by duly authorized agents anc� offrcers on this thE 7�h day of July
11 , 20�� .
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�RINCIPA�;:
The Conlan Campany
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Signature ��ii��', �q�'�•.►' ,``'`�
��rf4ifllttll�ll�t
.lustin Swaim, Vice Presiden#
Name and Title
Address: 1501 LBJ Fwy, 5te 550
Farmers Branch, TX 75234
Cf'fY OF FORT WOfiTN
STANDARD CITY CONDITIONS—Clk�lELdPER AVJARDEU PROJECTS
RevisedJanuary3l, 2012
Village Creek Distri6ution Center
City ProJect No.10307�
ao6z��-a
PEBFORMANCE BOND
Page3of4
1
2
3
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5
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Witness as ta Principal
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,; `; � i �� � � . �;% �C,�`�� �'"'- -
Witness as to 5ureiy
Felisa H. Vau han
CITY OF FORT WORTH
STAN�ARR ClTY CANDITION5— E?EVELOPER RWARDEO P[iOJECfS
Revisedlanuary3l, 20A2
SUREiY:
Continental Casuafty Company
BY: '� , ,
Signature
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Deborah B. Sasser, A�torr�ey�in-Facf
Name and Title
Adc�ress:
McGriff Insurance Services, Inc.
2524 Northwinds Parkway, Suite 60�
Alphare�ta, GA 30009
ielephone Number:
(770) 664-6818
Vi!lage Greek Olst�ibution Center
City ProJect No.103072
006213-�#
PERFORMANC€ 80ND
Aage 4 0# 4
3 "'Note: !f signed by an officer v# the Surety Com�any, there must be an file a certif�ed extrac�
4 �rom the by-laws showing that this persan has autharity �to sign such obEigation. If
5 Suret�ls physicai address is different fram its mailing address, both must be provided.
6
7 The date of the bonc{ s[�all not be prior tv the date tl�e Contract is awarded.
8
Cl'il' OF FORi U1bRTH Vfllage Creek DJstrrbutiun Center
S7ANDARD CIT'( CONDIilONS — �EVELOPER AWARDED PROlEC75 City Arpj�tt No.1 p3072
Revised January 31, 2012
POWER OF ATTORNEY APP�INTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By 'Chese P�•ese�ts, ']"hat Cantin.ental Casualty Company, an Illinois insurance company, Natinnal Fire Insurance Company of
Hattfnrd, an I1linois insuraace cornpany, and American Casualty Conpany of Reading, Pennsylvania, a Pennsylvania 'tt►surance company {herein called
"the CI�A Companies"), are duly organized aud exisEing insurance companies having their principal offices in the City of Chicago, and State of Illinois,
and �hat they do by virtue of the signaEures and seals herein a£fixed hereby make, constitute and appoint
Travis G HufGnes, Brian E Madden, Deborah B Sasser, Bart Pepgers, Bri[tany L Triplef#, �elisa H VaugLan,
Indi�id�ally
of Alpharefta, GA, tl�eir true at�d lavvful Attomey(s)-in-Fact with fulI power snd authority hereby conferred lo sign, seal and exeeute For and on their
behalf bonds, underEakings and other obligatory snstruments of sitnilar nature
- In U�iirnited Amounts -
and to bind them therehy as fully and to tlae same extent as zf such inst�rumenis wcre sagned by a duly anthorized o�cer of their insurance companies snd
all the acts of said Attomey, pursuant to tY►e authority hereby given is hereby ratified and co�firmad.
Tlus Power of Attorney is made and executed pursuant to and by auEhority of the By-Law at�d Rasolutions, p�inted on the reverse hereof, duly
adopted, as indicated, by the $oards of Direetors of the insuranae companies.
In Witness WhereoF, the Cl�[A Companies have caused these preseuts to be signed by their Vice President and their corporate seals t� be hereto
affixed on this 12th day of Tune, 2020.
�, �"su+cry � ti�suR,�,y�, � ��
�
G�RPn17ATB � � �,�1GOii�Gft4T�
� � a �
p � � � JULY 11,�
t3 $EAi. Y .} 1902 �S
1897 � N� �
Continental Casualty Compa�y
National Fire Insurance Company of Hartford
American Ca lty Company af Re ding, Pennsylvanaa
�r ►
Panl T. Sruilat ce Presideztt
5tate of Sout6 Dakota, COU[lEj7 flFM3RI1CI18i38, ss:
On this 12th day vf June, 2020, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he
resides in the City of Sioux Falls, State of South Dakota; fhat he is a Vice President of Continental Casualty Company, an Iltinois insurance company,
National Fire Insursnce Company of Hartford, an IIlinois insurance company, and Arnerican Casualty Compaiiy of keading, Pennsylvania, a
Pannsyivania insurance company described in and whiah executed the above instnunent; that he knows tha sea(s of said insurance compa�ies; that the
seals af�xed to the said insfrument are such corporaie seals; that they were so affixed pursuanf to authori[y given by t�e Boards of I7ireciors of said
insurance eompanies and that ha signed his name therato pursuant to like au#hority, and aelmowledges same to be the act and deed of said insurance
compar�ies.
a. MaH�
����,�
aami �
My Commission Expires June 23, 2021
�
J. Mohr Notary Public
CERTI�ICATE
�, D. 7ohnson, Assistant SeereCary o£Conlutental CasEtaIEy Company, au Illinois insurance company, NaEional Fire Iusurance Compaay of Hartford,
an Iilinois insurance company, and American Casualty Company ofReading, Pennsylvania, a Pennsylvania insurance company do hereby ceriify that the
Power of Attorney herein above set forch rs still in force, and further certiCy thal the By-I.aw and Resolution of ihe Board of Directors of Ehe insurance
companies printed on the reversa hereof is still in force. In tesiimony whereoi I have hereunto subscribed my narrae and affixed the seal of the said
insurance campanies this 7�}� day of ,]U�]I, 2021
�Cnsttq�}� �K�p� �� Cnutinental Casualty Company
� � ��' '�`� � Na?�onal �'ire Insurance Gon�pany af Hartford
� G°�POA�r� ��Mt��arEa � Amezic�.Casualty Campany ofReading, Pennsylvania
� SE/IL � � � ��� �, �
��. ' � �. � � � `; : : .
�d�� Hm�°11�0 • .; .
D.>Iohnso� ;� -` Assisfant Secretary
Fortn F6$53-4/2012
Go to www.cnasuretv.com > Owner / 4bligee 5errrices � Validate Bond Caverage, if yau want to verify bond authenticity.
Authorixing Sy�La��vs a�d Resnh�tio��s
AI30P'['E� BY'I"H� BOAKD OF DIR�Ci'ORS QT' COI�ITIAfF.NTAL CASUALTY COIvIPAPIX-
7'his Powcr o€Attamey is made snd execuYed pu€suanE to and Uy attfhority of the £ol[o�ving resoIution duly adnpt� by thc Bo�rd of Directors of the Company at a
meeting hcEd on I1Iay 12, 1995: '
"RESOI,VE13: That any Seuior or Group Vice Pfcsident may uuthorize an d�aer to sign epecific dooumenfs, agreements and instruinestis au be�ealf of ffie
Compaety provided thaf fhe nacne of sncl� authorized o�eer and a descriptian of #he documents, agreements o€ ins3rume�ts that such officer may sign �vilE be
provided in �vri€ing by the Senior or Cii�oup V ece Prasidcnt to thc Secretary of the Compasy prior to such exeaufian hecoming effective."
This Po�ver of Atiorney is signcd Uy Paul "�'. Bruflat, Vice Peesident, �vho has heen authorized pursuant to fhe above Fesolution to execute pawer of aEtomeys on
�ehalfofContinenfalCastoaltyCompauy. � , .
This Power of Attorney is sigued and sealed by facsimile under and by Ehc autharity at tt�e fof�owing AesoluEion adopied by tfie I3oard ot T?ireators of fhe Company by
unanimous tvriiten ennsent dated EF�e 25'� day uf A�ril, 2012:
"Whereas, Ehe byla�vs of the Company oc speoifta resoSutioa of the Board of Directors has nu(horize�l various of�iccrs {the "Aulfiorized ��cers' )to exeeate
various polioies, 6onds, undet#akinp,s and oiher n6ligatory iustrumenls oflike nature; and
Whexeas, from hme to time, the signa#ure of ihe Aufhorized dfficers, in addition !o being ptnvided in oziginal, hard copy €oimaf, may be provided via faosimile or
oEherwise in an electronic format (collectivcly, '�leclsanic Signalures"); ATow there%re 6a it resolved: that lhe Electronic Sigueture of any Autboxiz¢d 4fficer
sba]! hc valid and binding on #he Company. "
ADOPTED SY TFiE �3()AZin p�' I}IILECTORS C1T� 1+iATIONAL FIItB INSiIRANCE CO1I�PANY OF HARTPORD:
This Power of At�orney is made and axeeuted pursuant to and by aulhority of the following, resolution dialy adopted by the �pard of Directors of the Company hy
Y3nanirnaua written consent date�l Ni�y I0, I995:
"ItESOT,VEQ: 'That any Senior ar C.roup 'iiiee President may authorize an officer tn sign speciGa �ocuments, agrecxx�ents aud iostnunents on hehalf o£ ihe
Company pmvided thni the name oF such auti�qcizcd officer and a description of Ihe documents, agreements or insEruments tl-iat sach officer may sign cvill be
provided in �vriting by the Senior or C,roup 'Vice President to Ehe Secrelary of tl�e Company ptior Ep suvk cxccution becoming effective."
'I'his Power of Aftomey is signed by Paut 7'. Bruflat, Vice President, �vho fias been authorized puts�aztt to the above resolu#ion to execute power of attorneys an
behelf ofNaterncal Fire Izcsurance Company ofT-TariFord.
This Power ofAttomey is signed and sealed by facsimile under and 6y fhe authorify of fhe fotlowing Resnlufion adopted by ihe Board of Directors o£the Company i�y
unanimous writfen oonsent ciaied fhe 25�' day of April, 2012:
"Whereas, the hylativs of fhe Company or spenifia resafution of tF�e Board of Direclors has anfhorized vatious officers (fhe "Autiiorized Offfcers' )to execute
vanious polieies, bonds, underFaki�ge anci othec obligafory instruments oflike nature; and
Wl�ereas, from timc ta lunc, ifxe si�at�re oifhe Authorized Of#ioeis, in addicion to being provided in original, hard copy fom�at, may be ptovided via faasimife or
othenvisc ia an eEecteanic format (eollectively, "Elect€onic SignaEures'�; Np�v therefore be it resulved: #hat thc Elect�onic Signature of any Authorized Of�icer
shalf 6e vaiid and binding on the Cornpauy. "
ADOP'I`ED }3'Y'FT3E �OATtD OF DIRECTORS OF AMGftICA7�I G.f#SLTA.LTI' COMPANY OF REAi)IllTG, PTcNNfS'YI.'VANlA:
This Power of Attorney is made and execufed purs�tant to aud 6y a�ihority of the follo�ving resnlution duly adaptcd by the Board af Directors of the ComQeny by
unauimous writteu couaent dated May f0, 1995:
"RFSOLVED: TLat any Senior oX G�rnup Vice Yresident may aufhorize an offioer to sigu s,peci�ic documents, agteements and instct�snerRts on hehalf of the
Company provided Ihat the uame of suoi� autkorized qffeer and a descriptian of !he doct�ments, agreen�euts or inslnunenfs that such officer may sip,n will be
provided in wrifing by the Senipz' pr Group Vice PresicIent io ihe Secretary of ihe Compae�y prior to snch execution becomiug effeafi�e."
This Power of Attorney is signed by Paul T. Bruflat, Viee Presideot, wfio has been authorized pursuant to the aho�e resolutian ta exeoute power of attorneya on
behalf of American Casualty Cot�apany of Reading, Pennsylvania.
This Power of At#orney is signed and sealed by faosirttile uader and by ihe aufhoriEy oF !he fol[owing ResoIution adopEed hy the Soard o£ T�irectars af tha Campany by
unanimous written consent dated the 25'� day af A�rif, 2612:
"Whe�as, the hylaws of {he Compauy ar speoi�ic tesolution of the T3oard of Directots has suihorized va€ious afficers (the "Autl�orized Qf$cers'�to execute
various poIicies, bauds, undertakiugs aad oEher obligatory instrumep#s of li}Ce natuca; anef
Wfierexs, from time fo time, the signature of 13�e Authortzed Of�aers, in addition to �reing provide�I in pziginal, ltard capy format, may be pmvided via facsimile or
othenvise in an electronic formaf {eqilepiively, "Eleetranic Seguah�res"); No�v ffierefore Ue it resolved: that the Electronic SignaEuxe of any Aufharized A�cer �
shall be valicE and binding on the Company. " ��, '
� ,
04 621A -1
BOND NUMBER: 30133525
1
2
3
4
5
6
7
8
9
10
11
12
13
�4
1�S
1f
17
SEC�'iOkV OQ 521�
PAYM�N�' B�ND
THE STATE OF TEXAS
COUNTY OF 7AititANT
§
§
�
KNOW ALE. BY THES� PFiES�N�'S:
PAYNtENT �OND
Page 1 of 3
ihat we, The Canlan Company � , fcnown as
"Pr[ncipal" herein, and COntinefltal Ca5ualt�,CompanY , a
corporate su�ety ( flr sure4ies if mare than one), duly authorized to do business in the State nf
7exas, know� as "5urety" herein (whether one or mare}, are held and firmly bound unto the
�evelaper, Granfte (Vi!lage CreekJ, LtC, authorizecf to do business in Texas "{Deveioper"j, and
the ..City o# Fort Worth, a Texas municipal corporation ("Cit�'}, in the penal surrt
p� Four Hundred Sixty-Eight 7ha�sand Eight Hundred Elghly-Two and 37/�0o dOII�C5 ($ ���3��2.i7 �,
larvful mor�ey of the United States, to be paid in Fort Worth, Tarrant Caunty, Texas, for the
payment of uvh9ch su€m well and truly be made jointly unto the Oeveloper and the City as duai
nbligees, we bind ourseives, our h�irs, executors, administrators, successors and assigns, jointly
and se�erally, #frmly by these presents:
18 WHEE�EAS, Developer and City have entere� �nto an Agreement far th� construction of
13 community faeilities in the City of Fori Wortf�, by and thraugh a Corr�munity Faciiities
20 Agreernent, CFA f�urnber 21-033;and
21
z2
zs
24
2�
26
WNEREAS, Prir►cipal has enterecf into a certain written Contract with Deve[apar,
awarded the 22nd day af ���8 , 2021 , whici� Contract is hereby
referred to and made a part hereof far a!I purposes as if 'Fuiiy set farth herein, ta furnish a�l
materia{s, equipment, [abar and other accessnries as defined by iaw, in the pros�cution of the
Work as prayided for in said Contract and desig�ated as Village Creek Distrib�i'ion Center
NOW, THER�FC3RE, THE CDN�71�lON OF TNIS OBLIGATfON is such that if Principal shafl
z7 pay afl monies owing to any (and all� payment E�cand b�ne�iciary (as defined in Chapier 2253 of
28 the Texas Gavernment Code, as arr�ended) in the prasecutian nf the Work under the Contract,
ei�v o� �aarwa�rw
57AIVL7ARD GkTY CONDETIONS -- QEVELOPER AWAROEII pRpJ�CT5
Revlsed January 31, 2012
Vil�age Creek D'utrl6ution Center
Ciry Project No.103�72
[}p6214-2
pAVMEN7BOND
Page 2 ot 3
i then this obligation shatl be and hecome null and void; otherwise to remain in full faree and
2 effeet.
3 This bond is made and executed in corn�liance with the provisions of Chapter 2253 af
4 the iexas Government Code, as amended, and afl I�a6ffities on this bond shall be determined ir�
5 accardance with the p�o�isians of said statute.
6 EN Wfl'NESS WHEREQF, the Principal and Surety have each 5lGNED and SEAI.ED this
7 instrument by duly authorized agents and officers an this tf�e day of
8
9
, 2�
,�n�s�:
PRINCIPAL:
The Conlan Company
b��
��: K�Yi n
0
5ignature
Justin Swaim, Vice President
Name and Title
Address: 150� LBJ Fwy, Ste 550
Farmers Branch, TX 75234
SUFiE7Y:
Continental Casualty Campany
��•"�`1"y�,(S 1i''���,� I
�.•` �,OH..... �MA'�., ���
�, � •'� PO � 9 �%
�'`.�.'� GOP ��,q�"c�''.L� `:
. •
� • -
: SEAL =
.
.
.
, ., � -
;� . C�OR� P ,.
.,
, .. .-•'
��''rr� �:,'"
� -:
CiN OF FORT W�RYFI Vi!lage Creek Distributipn [enter
S7ANOARD CITY CONDITIONS —�EVELOPER AWARD�p pRpJECTS City Pralec[ No. I03072
Revised January3i, 2p7,2
I 'UZ1 i��.�!�" �--
Witness as to Principal
oo6z�n-a
PAYMEIVT BONQ
Page � of 3
�� � i � l �
ATfEST: SY: 1�- i ' ; ,: �, % ',_.�i`u�,��-� .
Signature
�.
,-�'4 � .+ , } l .l ' .. f _
(SuretYj'S��—
� � / ��
, ,���. `C � �� . i . r
� � �.J r , � .� � : .
Witness as to 5urety
Felisa H. Vaughan
�
Deborah B. Sasser, Attarney-i���-Fack
Name and Title
�ddress: McGriff Insurance Sarvices, Inc.
o wm s ar way, Suite 600
Telephone Number: �774) 664-6818
2 Note: If signed by an officer of the Surety, there must be on file a certified extract #rom the
3 bylaws showing that thfs person has a�thari�y to sign such obligation. Ef Surety's p�ysica!
4 address is d'€fferent#rorr� its mailing address, bot� must 6e pro�ided.
5
6 The date of the bond shall not be pEior to the d�te the Contract is awarde�.
I�
8
END OF SECTIOfV
CITY OF FORT WORTH
STANQARO GITY CONDITEQNS — aEV�LppER AWARDfiR FROJEGTS
Revlsed January3l, 2D12
Village Creek Dlstrr6atian Center
C!ry Ptoject No,103072
P[)WER �F ATTORNEY APP�INTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Prescuts, Thak Caz►tinental Casualty Company, an illinois insurance company, NationaI I'ire Insurance Gompany afi
Hartfard, an Illinois insnrance cornpany, and American Casualty Campany af Reading, Pezuxsylvania, a Pennsytvania insurance campany {herein called
"the CI�IA Companies"}, are duly arganized az►d existing insurance companies hav�ing tl�teir ptincipal a�iaces in the City qf Chicago, and 5tate of Illinois,
and that they do by virtue of the sigiatures and seals herein a€fixed hereby make, eonstitute and apgoint
Travis G Huf�i'ines, Brian E Madden, Deborah B Sasser, Bart Peppers, Brittany L Triple�#, Felisa H Vaagha�,
Individual3y
of Alpl�aratta, GA, their true and lawful Attontey(s)-in-I'acf wilh fufl power aad authority hereby confer[ed to sign, scal and execute for and on their
6ehalf bonds, undarialdngs and ofher obligatary instiuments of similar nature
- Tn Unlimited Amounts -
and to bind lhem ihereby as fully and to ihe same extent as if such instruments were signcd by a duly autlxorazed officer oi their insurance companies and
all the acts of said Af#omey, pursuant to the authority hereby given is herehy ralified and confirmed.
This Power of Attorney is made and executed pursuant Eo and by authority af the By-I.aw and ltesolutions, printed on tha reverse hereof, duly
adopted, as indicated, by the Boards of Dirccta�rs af the insurance wmpanies.
In Witness Whereoi, the CNA Companies ha�e caused tiiese presents to bc sagned hy their Vice President and iheir co�porate seals Eo be hereto
affixad on this I2th day of June, 2020.
�� GAsllqC jy � INSEtR,�� �a�t orr
i
� p4FPONATp � � �'�QitlpltqTfp �
� • �
� a JUIY �[, �
�1 SEAL 'c ,� � tsot �
7e�'� � H� •
State of 5outh Dakota, County of Minnehaha, ss:
Continental Casualty Comgany
Nationai Fiure Insurance Company of Hart�'ord
American C lty Company of Re ding, Pennsylvania
�• _
Paul T. Bruflat ce President
�n Ehis 12th day of.funs, 2p2�, before me personally cazne Paul `I'. Brufiat to me known, who, heing by me duly swnrn, did depnse and say: ttzat I�e
resides in I13e {:ity of Sioux Falls, State af South Dakota; that he is a Vice President of Cnntinental Casualty Company, an Illinois insurance company,
NationaI Fire Insurance Cqmpainy of Hartford, an Illinois insurat�cc compa�y, and Americat► Casualty Company of Reading, Pennsylvania, a
Pennsyl�ania insura�ce company deseribed in and which executed the aF�ove insfrurttent; ihat he knows the seals of said insurance companies; that the
seals afFexed to the said insEn�ment are such carporate seals; that they were so affixed pursuant to authoriiy given by Ihe Boards ofDirectors of said
insurance eompanies and that he sig,ned his name thereto pursuant to like autltority, and acknowledges same to be the act and deed of said insuranae
companies.
J. MQHR
riar�wraus�.�c
601ml�nxons
My Commission Expires r�xne 23, 202I
7. Mohr Natary Public
CERTITICATE
I, D. Johnson, Assis#ant 5ecretary of Contiuentai Casualty Company, an Itlinois insurance campany, NaEional I'ire Insurance Company of Hartford,
an Illinois insurance company, and American Casualty Companq of Reading, Feonsylvania, a Pennsylvania insurance company do hereby certify that the
Power of Attorney herein above set forth is still in force, and further cetiify that the By-Law and Resoluteon of the Baard of Directors nf !he insurance
companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto svbscribed �rrty name aztd aliixed the seal of the said
insuaancecompaniesthis 7�� dayof �J���� 2Q2�
� G�U�ltr} ����� � Continental Casualty Company
�`' '� ``� � Narianal Fire Insurance Company of Hartfnrd
� G°pPO1q���' � �, ��,�G��rf� � �mear�ean Casualfy Company of Reading, Pennsylvania
o zr � �u�Y », �
ei SEAL �c Y � �� �'�
1�97 � MA�`r • .:° :.
, ]�: Johnson ` As§istant Secretary
Porm F6$S3-4/2�12
Go to www.cnasuretv.com � Owner J Obligee 5ervices > Validate Bnnti Co�erage, if yau want to �erify hond authenticity,
.A.uthorizing By-Laws and Res4lufio��s
ADOPTED T3iC THE BOARD OF IIIRECt'dTLS OF CONTIldEN'I'AL CASUAL'Z'S' CQMPA]dY;
'I7zis Poiver ofAilomey is made and executed putsuant to snd by authority of the fol[o�ving tespluliun duly adopted by the 23oard oCDirectors of#he Company at a
meating held on May 12, 1995: �
"ftESOLVED: Ticai any Seuior or Group Vice Presideut may aufhorize an officer to aign epecific dcxiumenEs, Ag�ements and ins4rumeats oa beha[f of the
Compauy provided fhat the n�zr�e of such aufharized n�ienet and a desctiption of thc documenfs, agreemants o€ insfc�ments tha# suc� oFficer may sigra �vill be
pmvided ir� �vriting �y !he Se�iar or Graup Vicc Peesidenf to the Secretary of the Com�any �rior fo sueh execuficm hcooming effecrive."
This Yawcr of Affomey is signed by Paul T. Brufla€, Vzae Presedent, tviio has bccn �tuthorized puisuaut to f�e above resolution to execu#e pocver o£ attomeys on
hel�alfofContinentalCase�al[yCompany. , .
T7ais Powec of AEtarney is signed snd sealed by faasimiie under and by the aufhori[y of ti�e follo�ving Resolution adapted by ihe Hnatd of Aircatoxs o£ the Company by
unanimous �vritten cpnseni dafed thc 25�` day ofApt�ii, 2012: �
"Whe�eas, the by]aws oithe Company ar specific resplutian of the Board of Directors has aufhorized �arions oSfecers (i3ze ".4uthorized Officers' )to exeeutc
v:u�otis palicies, bonds, undertakings and pther obligatory instnunenfs of like nafuce; and
Whereas, from time to fime, fhe signafure of the Aut�aarized of&ceis, in addition to 6eing prorFided in original, bard copy formaF, may ba provided via faasimile or
otherwise in an eleofranie fartnaf {aolleatively, "Eiectronia Signahires"); Nocv therefore be it �eesolved; that Ehe Elec[ronic Siguature of any Authorizcd Officer
s1�all be valid aud hinding on thc Company. "
ADOPTED I3Y TI� BOARD OF DII2ECTdR5 OF NATIQI�'Ai. FIIi.E 1NSi TttANCE COZ1+lPAI�iY �F HAR1'FORD:
This Power pf Altomey is made and executed gursuant fo snd by auihority of the foUawivg resolution daly adopted by fhe Boa€d of 17irectors of the Company by
nnanimous written cansenf daEed May 10, 1995;
"RESOLVED: 1`hat any Seniar or Group Vice Yresident may authorize an officer to sign specific dociunenEs, agrcements and instnunents on hehaIf of the
Com�any provided that the uartte of s�coh authorized o�oer and a descripEion of the documents, agreements pr insfnu�aents ttaal auch officer may sign wil] Ue
pravided in �vriting by the Senior or Group Vice President ia thc Secrefary of ffie Company prior to suoh execution becoming effective."
This Power of Attarney is signed by Paul T. Bruflat, Viee President, tvho �as been autharized pursuant to the abpve xesolutian to execute power of aEiorneys on
behelPofl�ationa3 F'ire Insurance Company of Hart%rd.
This Power af Attnrncy is sig�ced and seafed hy facsimi[e under and hy the authority of the £ollntivipg Resai�tion adopted by the Board of I)i�ctots oi ihe Company by
unanimous written consent dated 1he 25�' day ofApril, 2DI2:
"Whereas, khe byka�vs of iize Campany or speci&c resolufion of ihe Board of DirecEors has authoeized vatzous pf#ieers (tfie "Authorized Officeis"}to execute
vArious poiicies, bnnds, �nderta[cings a�d other obli$atnry instzucncnts of lifce nature; and
Wltercas, from fime to time, the.signsture of tl�e Aufhorized O£finecs, in additiqn [o being provided in origina2, hard copy fom�af, may be pmvided vis facsimile or
othanuise in an e]ectronia format (coliectively, "EleoEeonio Sig¢aiures"}; Notv therefore he it resolved: Ehai the Electranic Signature oFany Authorfxed OfEcer
s�Zall he valid aud bindirig on the Com�any. "
ADOPTED SY Tf� BOARD OF DIIZECTORS qF ,AMEItIC.4I�T CA.SLIAT.TY COMI'A1+IY �F READING, PE1�N3YLVANIA:
This 1'owe� of Affomey is m�de and execuEed pursuant to and by aufhorily of tLe follotving cesoEulion duly adopted by the Baard o£ Directors of the Cqmpany by
unanimous wriEEeu consent daEed May 10, 1495: �
"ItESRLVED: �'hat any Senior or Group Vice President may authorixe aa o�oer fo sign specific documents, agreements and insE�uments on 6ehaif of the
Company provided thut fhe name of suak at�thorized officer and a descripEion of the documents, agxeemenis or instruments {hat such officer may sign will be
provided sn tivriiing by the Senior or Group Vice President fo the Seoretary qf the Company prior to such execution �ecoming effec#ive."
This Power of Attorney is signed hy Paul'�'. I3ntflat, Vice President, who bas beeu autkorizEd pursuant to the above xesplutian to execuie power of attomeys on
hcicatf of A meriosn Casualty Company of Reading, Pennsylvania.
'Ihis Po�ver of .A.ftomey is signed and seaied by facsimiEe under and by the autharity of the followiug Resolution adopted 6y the Soard of Directors of the Company by
unanimous written eonsent dated the 25'� day ofAprii, 2p12:
"Whec+eas, tl�c bylaws of the Company or speci�ic resolution o£the Board af I3ireciors has authorized various officess (I�a "Au#�orized Oi6cers'�to execnte
vasio�s paiicies, bonds, undertakings and otftez' obligatory inshumenis of li3ce naltire; and
Wlte€eas, from time to time, the aignature of the AuE€�prized Officers, in addition to being p[ovided irf original, ha€d copy fo€mat, may be provided vis facsimile or
otherwise in an elec[ronio faimat (collectively, "Electconic Signah�€es"); No�v therefpre be it resalved: that Ehe ElecEeonic Signature aPany Authorized Of�icer �
shall he vafid and 6inding on t�e Campany. " ,� 1'�
< <
00 6219 -1
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BOND NUMBER: 30133526
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TH� 5TA'FE OF T�XAS
§
SECTIDN OD 6219
MAfNi�NANC� BQN1]
MAlNTENMECE 80ND
Page 1 of A
§ KNOW Ali. BY iH�SE PRE5ENTS;
COUNTY OF TARIi�►NT §
That we The Conlan Company known as
"Principa[" hereir� and ____Continental Casua�ty Company , a corparate surety
(sureties� if rnore than vnej ciuly authnrized to da business in the State of Texas, icnown as
"Surety" here9n (whether�ne ar morej, are helcf and firmiy bnund unta the C1e�elaper, Grvnite
(Viilage Creekj, LLC, authorized to da business 1n T�xas ("Develope�"j and the City of Fort Worth,
a Texas rr�unicipal corpora#ion ("City"), in the sum
Faur Hundred Slxry-Efght Tho�sand �ight Hundfed �ighFy-Two poilars j$ 468 882.37_ j,
nf �� s7noa _
lawful money of the United States, to be paid in Fort Worth, Tarrant Ga�nty, Texas, far payment
of which sum well and tru6y �e made jointly unto the Developer and the City as duai obligees
and their successors, we bind aurselves, our heirs, executors, administrators, suceessors and
assigns, �oir�tly and se�erally, �rmly by these presents.
WH�REAS, D�veloper and City �tave entered in'Eo an Agreement fdr the construction of
cornrnunity facilities ir� ihe City of Fort War�h by a�d through a Community Facilities Agreernent,
C�A Number 21-033,and
22 WFI�R�AS, the Principal has entered intn a certain written contractwi#h the Developer
23 awarded the 22nd day of J��� 20.21_ , which Contract is
24 hereby referred tv and a made part hereaf for all purposes as if fully set forth herein, to �urni�h
25 al! materiafs, equiprnent labor and other accessories as defi�ed by law, in the prasecution of the
26 Worfc, including any Woric resulting fror� a duly autE�orized Char�ge tJrder (collectively herein,
27 the "Wor�"j as prar�ided for in said Contract and designated as lifllage ireek aistribution Center;
28 and
29
CiN OF FORT WDRTH
SiAIVpARD CI7Y CONOfTEQNS —�EV�LOPER AWRRDED PkOlECTS
Revised ]anuary 31, 2012
Ylfaqe Creek DlsFrfbution Center
City Project No. 103�72
Od6219-2
MAINTEIVRM1[CE BQND
Page 2 of 4
1 WHEREAS, �rincipal pinds i�self to use such materials and to so canstruct the Woric in
2 accordanCe wi�h the plans, specEficatia�s and Contract []acuments t�at t�e Wark is and will
3 remain free from defects in materials ar workmanship for anc3 during the period of �nra {2j years
4 after the date of Final Acceptance of the Wnrk hy the City ("Maintenance �eriod"j; and
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WHEREAS, PrincPpaf binds itself ta repair or reconstrucC the Work in whnle or in par� upon
recei�in� notiee from the Develo�er ancf/ar City of the need thereof at any time witftf�t the
Maintenance Period.
NOW THfREFQRE, tf�e condition af this obligatian is such t�tat if Principal shail remedy
any de%ctive Worfc, for which tirr�eiy natice was provided �y Deveinper nr City, to a completion
satisfactory tp the Cfty, then tF�is obligation shail became null ar�d void; at�erwise to remain in
fuil furce and effect.
PEiOVIDE[3, HOW�V�R, if Pri�cipal shali fail so ta repair ar reconstruci any ti�ely
noticed defec�ive Wark, it is agr�ed that th� D��eloper or City may cause any a�d aEl such
d�fective Work to be repaired and/or reconstr�cted wlth al� assoc€ated costs thereof being
borne by the Principal and the Surety under this Maintenance Bond; and
19
2Q P�OViDED FURTHER, that if any fegal action be filed on this Band, venue s�all li� in
21 Tarrant County,'�exas or the United States Distrlct Caur� for the NorChern District of Texas, Fort
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Warth Divisior�; and
PROViqED FiJRTHER, that this ohligation shall be cantinuous'tn natu�e and successive
recoveries may be �ad hereon for successive breaches.
CITY OF FORT WORTH Village Creek Diatribution Center
STANDARp CITY CON�ITI4NS—pE1lELOPER AWARDEp PR�JECI'S Cfty PraJect No.10�fl72
Revised Jan�eary 31, 2p7.2
a
006Z19-3
MAINTfNANCE BONd
Page 3 of 4
1 IN WITI�E55 WMEREOF, the Principal and ihe Surety have each SIGNED and S�ALED this
2 ins#rument by duiy authorized agents and officers on this the 7�� day of ,lUly
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Witness as #o Principal
ATTEST:
�,.
� , � , ` - '� � � ; �`
Lisa Smith
arr oF FosrwoaYy
STANQAR� CfTY CONDIT{ONS— DEVEL4PER AWARDEa PROJECTS
Revlsed lan uary 31, 2012
ti��1sHr��H���i
P��Nci�a,�: `,,,,�Ga�„�`::�a;yA,,.,
� ' PO •.9'L �'�;
The Conlan Company � �'� � G�P ��F :; :
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�Y: u� i iJ � (1�1r 1 N � ��r + • �,P �. . ,,`
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��`��l�ri � 9 87ti5������
5ignature
Justin Swaim, Vice President
�Vame and 7itle
Address:
1501 LBJ Fwy, �te 550
Farmers Branch, TX 7�234
�Y��.�a�•�
Cantinenta! Casualty Company
8Y: `,� , r . � ,
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Signature
D�borah B. Sasser, Attorney-in-Faet
Narne and Title
Address: McGrifF Insurar�ce Services, II�C.
2520 Northwinds Parkway, Suite 600
Alpharetta, GA 30Q09
Villaqe Creek 6istribution Center
Lily ProjecC Nn, 103072
00 6Z A9- 4
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(Surety) �ecretary
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�,�IJ /�' '1 �'. ''� „ r'I� '�'�
-, � �. r. c , J �. � C l�_ c"�`
Witness as #o S�rety � Telephane
Felisa H. Vauqhan �77Q} 6G4-6818
Number:
'�Note: lf signed by an offlcer af the Surety Cornpany, there must de on file a ceriified extraci
from the by-laws shawEng t#�at this person i�as authority to sign such o6ligatior�. If
5e�rety`s physicel address is different frorn its maiiing address, both must be provided.
The date of the bond shaff not be prior to the date the Co�tract is awarded.
CI7Y OF FORi WORTH
STANQAlt� CITY CON�I71qN5 — �EVELOPER AWAR�EQ PROJEL75
Revised January 31, 2012
MAINTEFlANCE 84ND
Page 4 of 4
Vilinge Creek Dlstribufian Center
City FroJect No. 10307�
POWER O�' A'�"TORNEY APPUINTING 1NDIVIDUAL ATTaRNEY-IN-FACT
Know Alt Men By These Prese�ts, 'I'hat Confinental Casualty Company, an Illinois insurance company, National Fire Insurance Company of
Hartford, an fllinnis insurance company, and American Casualty Company of Reading, Pe�nsylvania, a Pennsylvania insurance company {herein called
"the CNA Companies"), are duly organized and existing insurance cnmpanies having their principai offices in thc City of Chicago, and State af Illinois,
and lhai they do by virtue oithe signatures and seals �eerein afTixed hareby mske, consfitute and appaint
Travis G Huflines, Brian E Madden, Debarah B Sasser, Bart Peppers, �riltany L Triplett, Feli�a H Va�tghxn,
I�divid�ally
of Alpharetta, C,A, their true and lawful Attorney(s)-in-Fact with fitll gower and authoriEy hereby conferred io sign, seal and execute fnr and on fheir
behalfbonds, underialan�s and ather abligatory instrtinlents of similar nature
- In Unlimited Amounts -
and tn bind them thereby as fully snd to the same extent as [i such insiruments wez'e signed by a duly authonized officer of their insurance companies and
sll the acts of said Attorney, puzsuant to ihe authoriiy herahy given is hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to a�fd by antho¢ity pf the By-I,aw snd Resolutions, printed on ihe reve[se hereof, duly
adopted, as indicaYsd, by the Soards af Duectars of ttee insurance wmpanies.
In Wih�ess Whereof, tha CNA Compenies heve ceused these presents to be signed by their Vice President and their corporatc seals to be hareto
affixed on this 221h day of June, 2�20.
�,��Wtry � tixsuR,�� ���
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� �,OAP�HqTg � � �����4t(� �
�i SEP�- � �, ; ,u�� �. �
�aa� � N� � � �
Continental Casualty Company
National Fire Insurance Company ofHartford
American Ca Ity Company of Re ding, Pennsylvania
�r .
Paul T. Bruflat ce Pi resident
Staie of South Dakota, Gounty of Minnehaha, ss:
On this 12th day of June, 2�20, befoxe me pexsanally eame Paul T. Bru�iat ko n�e known, who, being by me duly swom, did depose and say_ Ehat he
resides in the City of Sioux Falls, State of Soufh Dakota; that he is a Vice President of Continental CasuaIty Company, an Iliinois insuranee wmpany,
National �ire Insurance Company of Hartfqrd, an Illinois inswrar►cc company, and American Casualty Gampany of Reading, Pennsylvania, a
Pennsylvania insurance company deseribed in and which executed the above instrument; that he l�nws the seais of said insurance companies; ti�at the
seals affixed to the said instzument are such caz�axafe seals, that fhey wexe so affixed pursuant to Authority given by fl�e Baaxds af ]]izectaxs of said
insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance
coraganies.
J_ MOHR
�rearnnrwai�c
aou�xonuom
My Commissian �xpires June 23, 2�21
J. Mohr Notary�ublie
CERTIFICAT�
I, D_ Johnson, Assistant Secretary of Continental Casualty Company, an TIiinois insurance company, National �'ira insurance Comgany of T�artFord,
an Tllinois insurance company, and American Casualfy Company of lteading, Pennsylvania, a I'ennsylvania insurance company do hereby cerlify that the
i'ower of Attomay herein above set forth is stilI in force, and fnrfher certify that the By-i.aw and Resolution of the Board of D'uectors of the insurance
companies printed on the reverse hereof is still in forca. Tn tastimony whereof I have hereunto subscribed my name and affixed the seal of t1i� said
insurance companies this 7#h day of ,JU��1, �Q��
ry�+"�+�►�I�}� tiKSUR oR Continental Casualry Company
� �`' ��'F �� � National Fire Insurance Company of Hartfard
�' cp¢POf��� ���c�a+arEo � Au�erican Casualty Company af Reading, Pe�nsylvania
a � � � �u�tr ti, �
� SEAL ^r �, � i iso� .a
�ag-r � e�� � � '°`� + ,.;
D. 7o�u�og � Assisfar�f Secretary
Form �6853-4l2012
Ga to www.cnasuretv.com > Owner / Obligee 5ervices > Valida#e Bond �o�erage, if you want to neri�'jr bond au#henticity.
Authorizing By-Laws a�d Resolutioi�s
ADOPTED BY TIIF' )30ARD OF U�t�CTORS OF C�N�'II�jEN'1'AI, CASUAL'�'i�' CQMPA1dX;
This �'ower of Attomey is madc and execu#ed pursuant io and hy autiiority o£the foilo�ving cesaiulion duly adapfed �y the Board af Directors ofthe Company at a
mceFing heEd on May 12, 1995: '
"RESOLVED: That any Senior or Crroup Vice President fnay autho�i2e an csfficer to sign spccific documents, sgreements and inslncmenis nu behalf o£ the
Caen�any provided YFiaf the name of such authorized affeer aud a dese�ipfian af iLc dacutnenis, agrcements or instruments that such officer may sign tivill be
�mvided in �vriting �y the Senior or Graup V ice President #o Eke Searetary of tUe Company priot ta suoh exceutian F�eaoming effecEive."
7'his Power of Attomey is segued by Paul T, Bi-ufiat, Vice Presidenf, ivlio hxs becn authorized pursusnt fo the ahove resolution to execute porver of aftorneys on
he�alf oi Continental Casualty Company. � ,
This Power of Attprney is signed and scaled by facsimile under and hy the a�thor'sty of the foElotiving Resoiutiou sdopted by Ihe Bosrd of 1]ireators of the Campany by
unanimous written consent dated fhe 25�' day of April, 2012:
"Whereas, tke byia�vs of the Cou�pany ox speoi&a resolution of the Board of Direcfors has au4i�orized various offce�s (the "Authorized Officers"}En execute
variaus goiiaies, bonds, undertakings and oEhzr ohligatory instrcimenfs of iike nature; and
Wherens, from time to tinie, the signatuce af the Authorized Of&cecs, iu addition to being provided in original, E�aid copy focmat, may be provided via faesimile or
otheiwise in an elecimnic fonnat (cot[eoEiveiy,' ElecEronic Signatures"); l�oSv therefora 6e it resolved_ tl�at EEie 3�.lec[ronin Sigua(ure o#'aqy,1#uthnrixed Ofrtcer
shall he valid aud binding on the Cpmpauy. "
At30PTED BY TF� BOARD OF DIItECTQRS OF �TATIONAL TIRE INSLTRANCE GO�vfi'.AI�IX Q� I�ARTk'ORB:
3'his Powee of Attomey is made and executed pursuant to and by authorily af the follawing xesoiution duly adapted Uy fhe ]3oard c�f Dircators of the Compauy by
ue�snimous rvriftea cousent dafed May I0, 1995:
"RESOLVF.D; lhat any Senior or C�'oup Vicc Pxesident snay authorize a►c officer to sign specific documen#s, agreements and instr�ents on behuli of ihe
ComQany provided tEiat the name of suoh authorized officer and a descr�ption of the documents, agreements or ins�wnents that such offiaer may sign ivill be
provided in ��riiing by the Senia�r ar Graup Vicc Pressdent to t�e Secrefary oithe Company prior to such execufion becoining effective."
This Powec of Attomey is signed 6y Paul T. Bncflat, Vice President, who has been autl�orized �ursuant ta the above resolufion io execuie potiver oF attorneys qn
behalf ofl�atioua3 Fire �surance Compaqy pf kTarkfard.
This Power oiAttorney is sige�ed and sealed by facsimile under and by tkte autUprity pf the fol�otiviug ltesnlulian adppted by the ]3nard of Direcstpts of thc Corngany hy
unanimous writien cansent dated the 25'� day of April, 20 i2:
"Wliereas, the hylaws of f€ie Cornpany or s�aeoi�ic resolulion ofthe I3oaxd of Direclors Las autkorized �ario�s o$icers (ihe "Authorized Officees"}tp execuf�
varioY�s goliaies, 6nnds, unde�rta[cings aud aiher obligatory instrikmenfs oflitce nature; and
Whereas, from time to time, ihe.signature n£ihe Aufltptized Offioars, in addifion Eo being provided in original, hard cogy foanat, may be provided via facsimile or
athenvise in an eleatxonia forucat (eolicaiively, "Elect�onic Si�aiures"); Now t�erefore 6e et resolved: that #�e �lectronic Signature of any Authorized Ofl"-ccer
sitall Ue vatid and binding ou the Campany. "
ADOPTED 13Y THE BOARD OF i]IR�C1'ORS O�' AMERICAN CASUALTY COMPA1�iY �R READDYG, PENNSY3.VANIA:
This Potver n£ Aliqmey is madc and cxecuted �ursuant to and by atithority of the following resolution duly adupted by 1he Board of D'uectors of fLe Company by
unanimaus �vra#eu causcnt dated May ID,1995: �
"RFSOLVF.D: That any Senior or Group Vzoe Presideni may suEhorize an offio�' to sig�x speoifia documents, a�eements and insitnmenEs on 6ahalf of the
Con►pany provided that the narae of suoh authorized o�cer and a descriptian oi' �e doeuments, agreements or insiruments thaf such officer tnay sig,n rvill be
provided in writing by 1he &enior or Geoup Vice President to the Secretary of ihe Com�anyprior to s�ch execution beooming ef#'eclive."
This Po�ver of Aftomey is signed 6y PauI'f. Bruflat, Vice President, who has been authorizEd pursuant to the abova cesolutian to axecute power nf aEEorneys on
behalf of Ameriaau Casualty Company of Reading, Penusyivania.
'Ilzis Potiver of Aitorney is segned and sealed by facsimile undex and by thc autharity of !he fol[owing ResohY�ian adopted hy the �oard af Diiectors of the Campany by
unanimous wriEten consent dated the 25i° day ofApril, 2012: '
"Wlzereas, the bylacvs of the Company or speci�ic xesalution ofihe Board oP Directors has auiliorized various off'icers (tfie Authorized Officers"}ta execnte
various policies, bonds, uudertakic�gs nnd other obligatory instruments oPlike nature; and
Wherexs, from time Eo time, the signature of the Authorized Of&ceis, in addition ta being provided ia original, haed copy fotmaf, may 6e provided via facsimile or
othe�vise in an elwfronic farmat (caIfeciively, "Eleofronic SiguahEres"); I+Iptv thcrefore be it resnE ved: that the Elechonic Signaiusc of any Authorized OffieEr �
shai� he valid and binding an the Campany. " � 1,
� �
DocuSign Envelope I�: 8797C6C&bFBE-4C78-322F-OB435�630AE1
STANDARD C`I'I'Y CONDITIONS
OF 'THE C4NSTIttIC`�'IQN C01�1TRACT
FOR DEVELOPER AWARDED PR4JECTS
CI"iY 4F I^bRT W�RTH
3TA�1]AR�7 CITY CQNDITIONS — DEVELOFER AWARDED PR07ECT5 ViiIage Cresk Distrlbution Center
Revised: Ianuaiy 10, 20i3 Gity Project No. iQ3072
�ocuSign Envelope ICI: B7�7C5C8-5F8E-4C76-922F-OB435D630AE1
STANDARD CITY CONDITI4NS OF THE
C�NSTRUCTrON CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TAI3LE OF CONTENTS
Yage
ArCicle 1— Definitions and Ter�ninology .......................................................................................................... l
1.01 De�neci Te�Yns ............................................................................................................................... l
1.02 Ter�x�i�ology .................................................................................................................................. S
As•ticle 2— Pz•eliminaty Matte�•s ......................................................................................................................... 6
2.01 Befo�•e Staetin� Const�uction ........................................................................................................6
2.02 Preconst��uction Co�ference .......................................................................................................... 6
2.03 Public Meeting ..............................................................................................................................6
Article 3— Contract Docume��ts and Amending ............................................................................................... 6
3.01 Reference Standa�•ds ..................................................................................................................... 6
3.42 Amending and Su�pien�enting Cont�-act Dacuments ..................................................................6
Article4-- Bonds and Insurance .......................................................................................................................7
4.41 Licensed S�i��eties and Insure�s .....................................................................................................7
4.02 Perfarmance, Payn��nt, and Maintenance Bonds ........................................................................7
4.03 Cer•ti�cates of Ins�u•ance ...............................................................................................................7
4.04 Contractoa•'s I�sui-ance ..................................................................................................................9
4.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................12
Article 5 — Cont�acta��'s Responsibilities ........................................................................................................12
5.01 Supervision and Supe��i�ltendent .......................................................... 12
5.02 Labo�; Worl{ing Hours ................................................................................................................ I3
5.03 Services, Materials, and Equipment ........................................................................................... I3
5.04 P�-oject 5c11edule .......................................................................................................................... I4
5.05 Substitutes and "Or-Equals" .......................................................................................................14
5,06 Pre-Qualification of T3idders (Prime Cont�•actars and Subconf�-actors} .....................................16
5.07 Concernin� Subcontractors, Suppliers, and Otl�ers ...................................................................16
5.08 Wage Rates .................................................................................................................................. l 8
5.09 �'atent Fees and Royalties ...........................................................................................................19
5.10 Laws and Regulations .................................................................................................................19
5.11 Use of Site and Otl�e�- Areas .......................................................................................................19
5.12 Record Documents ......................................................................................................................20
5.13 Safety and P�•ofection .................................................................................................................. 21
5.14 Safely Representative .................................................................................................................21
5.15 Hazard Comm�nicatfan Programs ............................................................................................. 22
5.16 Submittals ....................................................................................................................................22
5.17 Cont�•acfoi's General Warranty and Guarantee ..........................................................................23
CITX OF FORT WOIt'['H Village Greek Dislributinn Cenler
STAI�11]Al2D CITi' CONI3ITIONS — DEVELOPER AWARD�'D PR07ECTS Gity Project No. 103072
Etcvised: Januaiy ]0, 2013
C7ocu5"sgn Envelope ID: 6797C5C8-5FBE-4C76-922F-QB�435DF30AE1
5.1 S Indemnification ........................................................................................................................... 24
5. l 9 Delegation of Professionai Desi�,n Seivices .............................................................................. 24
5.20 Rigl1� to Audii : ............................................................................................................................25
5.21 Nondiscritnination .......................................................................................................................25
Articic 6— Other Wo�•ic at the Site ................................................................................................................... 26
6.01 Related Wark a� Site ...................................................................................................................2b
A��ticle 7— City's Responsibilities ................................................................................................................... 26
7.01 Inspectians, Tests, and Approvals ..............................................................................................26
7.02 Limitations on City's Responsibilities ....................................................................................... 2b
7.03 Co�npliance with Safety Progran� ...............................................................................................27
A�-ticle 8— City's Obseivation Sfatus During Construction ...........................................................................27
S.O1 Ciry's Pz�oject Representative .....................................................................................................27
8.�2 Autliorized Va�-iations in Wailc ..................................................................................................27
8.03 Rejecting Defective Woz�i{ ..........................................................................................................27
$.04 Detei•minations for Worl� Pex•�'o��nled ..........................................................................................28
Article9— Changes in the Worlc .....................................................................................................................28
9.01 Autho�•ized Cl�anges in the Wox-lc ...............................................................................................28
9.02 Notification to Surety ..................................................................................................................28
A�-�icle 10 -- Change of Contract Price; Cha�ge oi Conh-act Titn� ................................................................ 28
10.01 Cl�ange af Conti•act Price ............................................................................................................28
10.02 Change of Contract Ti�ne ............................................................................................................ 28
10.03 Delays ..........................................................................................................................................28
ArticIe 11 — Tests and Inspections; Cort�ection, Remaval oa- Acceptance of Defeclive Worlc ......................29
1 i.01 Naiic� ofDefects ........................................................................................................................29
11.02 Access to Work ...........................................................................................................................29
11.03 Tests and Inspections ..................................................................................................................29
1 �.04 [lncovering Vilorlc .......................................................................................................................30
1�.QS Ciry May Stop the Wark .............................................................................................................30
11.06 Co���ection or R�inoval of Defective Wark ................................................................................30
11.07 Correciion �erzod ........................................................................................................................30
11.08 City May Correct De�ective Worlc .............................................................................................31
Article12 �- Completion .................................................................................................................................. 32
12.0� Cont�actor's Warranty o�Title ...................................................................................................32
12.Q2 Par-tial Utilization ........................................................................................................................ 32
12.03 FznalInspection ...........................................................................................................................32
12.fl4 Final Acceptance .........................................................................................................................33
At-ticle 13 — Suspension of Worlc ....................................................................................................................33
13.01 City May Suspend Woric ............................................................................................................33
Artiic�e 14 — Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 3�4
CITY OF FORT WOR'I'H
STANDARCa Ci'CY CQNDITION5 —DEV�:�.OPER AWAItBED PROJECTS Village Creek �istribution Center
Revised: Janua�y [D, 2013 Ciiy Projeci No. 103�72
DacuSign Envelope ID: B797G5C8-5FBE-4C76-922F-OB435D630AE1
14.02 Computation of Tiines ...................................................... ............................................. 34
14.03 Cuinulative Remedies .................................................................................................................34
14.04 Su�vival of Obligatio��s ...............................................................................................................35
14.OS Headings ......................................................................................................................................35
C1TY OF I�OF2T WORTH
STANDARD CITX CONDITIqNS — DEVELOPER AWARDED PIt03EC'CS V€Ilage Creek Bisiri6uiian Center
Revised: 7anua�y 1p, 20[3 City Project No. 103072
Docu5igrt �nvelope ID: B797C5C8-5FB�-4C76-922�-(1�435L7630AE1
00 73 10- 1
5tandard Giiy Conditions Of The Construction Coniract For De�eloper Awarded Prajects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
i .O 1 Defi.��ecl Ter»2s
A. Wherevez• used in these General Conditfans o�• in otile�� Caz�t�act Documents, the t�rn�s lis�ed
below have the meani��gs indicated which are applicable lo botl� the singu�ar and plural thereof,
and wards denoting gende�• shall include the masc�iline, felninine and neute�-. Said lerms are
generaliy capitatized or written in italics, but not always. Wh�n trsed in a context consisien� witll
the de�nition af a listed�defined ter•rn, the te�nn shall have a rneaning as de�ined below whetl�ez-
capztalized or italicized or otllerwise. In addition to tez•�x�s specificaIly def�ned, te�•ms with initial
capital lette�•s iz� tl�e Cont�•act Documents include references to identifed articles and paragraphs,
and tile titles of oiliez• documents or fortns.
1. Agr�eernerat � The written instt�ument �vhich is evidence af the agree�nent between Developer
and Contractor• co�ex-ing the Worlc
2. Asbestos—Any material t11at contains more than one pe�•cent asbes�os and is fi•iable or is
releasing asbestos �he�-s inlo the air at�ave currenti action Ievels established by the United
States Occupational Safety and Healtl� Adminfst�ation.
3. Ba�si�aess Dcry — A business day is defined as a day ihat the City canducts normal business,
genc�•ally Manday tliroug�� F��iday, except far federal or state holidays obsezved by the City,
4. Ba�zzsuw �- City's on�liz�e, elech-onic dacument mana�;ement and collabo�-atio� system.
5. Cale�ac�ar Duy — A day consisting of 24 houi•s measu��ed from z�nidnight to the next midnight.
6. Cit��— Tlie City of Fot°t Wo��th, Texas, a 2'exas laoraze-r�ule rtatr.nic�ipc�l corpo��atio�a, actira�g by,
its gover°,�irag body tlzr�aiagh its Cit�� Managel, Iiis desigr�ee, oj� age��ts ai�thoa�izecl pcctsuatzt to
its dialy atatla�o���izecl charter• on his behalf.
7. Cvraanrttra�ity Facilities Agreenze�zt (CFA) A Ca�ztract betwee�2 the Developer ancl th.e City
for• tlie Cor�str�asction of one or 1a�or�e follawifag public facilities withirz the City public r�iglit-of-
way aa easej��erat: Water�, Sanitary Sewe�, Street, Sto��f�z Drai�a, 5t��eet Lig]zt, atzd Str�eet Sig3zs.
A CFA »zay include private facilities witl�in the 1°ight-of-way dedicated as pr-ivate right-of-
way o�� ec�selazent on a recor�c�ed plat.
S. Calztract—The efatire and i�ategr°ated w��itten docicf��ent inco�pol�ttti�zg the Contract
Docttnzents beiween the Developer; Contr°aeto�; cr�zd/or City conce�ni�zg the Wor1c. Tlae
Car2tract sicpersec�e.s prior negotiatio3zs, �°eprese�ztatiorzs, or� agreenze�zts, whethe�� wr�itteiz ot°
oral.
4. Con� act Docaslne�2ts—Those itenzs that »aalce up tlae co�ztract a�2cl which j�zust i�zclude the
Agj�eef�zent, c�nd it's aitachnaents s�cch as standar•d const�uction specifications, stafida�°d City
Cojaditions, other gener�al corzditions of tlze Developel; i�2cluc�ing:
a. An Agreerraent
CITY OI' FORT WpRTH
STANi3ARI3 CITY CONDiTION5 -- DEVELOPER AWARiIED PR07ECTS Viilage Creek pistribution Center
Itevised: 7anuary l0, 2013 City Projec� No. 103072
Docu59gn Envelope IO: g797C5C8-5�BE-4C76-922F-478435D630A�1
00 73 ] 0- 2
Siandard Ciiy Conditions Of The Constructian Contract �or beve{oper Awarded Projects
Page 2 0€ 35
b. Attachments to the Agreerr�ent
i, Bid Fai�n
ii. Vczado�- Co�npliance wit11 State Law Non-Resident Bidder
iii. Prequaiificatio�n Stateinent
c. Cu�•rent Prevailing Wage Rates "�'a6Je (if required by City}
d. Insurance Accord Form
e.
f.
�•
1�.
i.
.i •
�.
Payment Band
Pez-f'o�•n�ance Bond
Maintenancc Bond
Power of Attoi�ney fa�• Bonds
Worke�•s Com�ensation Affidavit
MWBE CammitrnenE Foi71�{ Tf requi�•ed by City)
General Conditions
1. �upplea�aentary Conditions
��n. The Standard City Conditions
n, Specifications specifically rnade park of the Contrac� Docuinents by attachrnent, if
not attached, as incotporated by z•eference and desc�•ibed in the Table of Contents of
�he Praject's Contract Dacuments
o. Dz-awings
p. Documentatian suhmitted by contcacior p�•iar to Notice of Award.
c�. The following whicla n�ay be delive�•�d or issued af�er tl�e e�fective date if the
Ag��eeinent and, if issued become an inco�porated part of the Contraci Docu�nents
i. Notice to P��oceed
ii. Field Orders
iii, Change Ord�rs
iv. Letters of Final Accepfance
r. Approved Submittals, ather Contractor su%i�littals, and t�e z•eports and drawings of
subsurface and �hysical conditions ar� not Contr•act Docuinents.
10. Cosatractor The individual or entity with wharn Developer has entered ifzto the Agr�eeme�zt.
11. Duy or� day — A day, unless othe�tivise defi�zed, shall r�aeun a Calenda�° Day.
12. Develope�� — An individ�cal or entity that desires to rnalze certain i�nprove�aae�zts witliin tlae
City of For�i Woy-th
13. D�°awi�zgs—That par�t of tlze Contract Docasn�ents pr�epared or approved by E3zgineej� which.
gruphically shows tlze scope, e.xtent, a��d char•acte�° of the Wo��lz io be perfo�°m�d by
Co�ztf�actol�. Sicbjnittals ar�e rzot D��awings as so def �zed.
14. Engineer The licerised pr•ofessiorzal enginee�� oj� engi�zeeri�ag fir��a ��egistet-ed i1z the State of
Texas perfo���riing professiorzal sejrviee.s for tl�e Develapef�.
15. Fij7a1 Acceptance — The ���ritten notice given by the City to �lie Develaper and/or Con�i�actor
that tlze Woriz specified iiz the Cor��•aci Docaataaents has been conr.pleted to the satisfaction of
the City.
c�TY or roRr wanrx
STAN�ARD CITY CON�IT[OrlS—DEVELOPER AWARb�b I'i207ECTS Viilage Creek �isSribution Genter
Revised: 7a�3uaty [�, 20[3 City Project Na. 103072
DocuSign Envelope IU: B797C5C8-5FB�-4C76-922F-DB435d63(lAE'€
0073 ]0-3
Standard Cify Conditians Of 7he Construclion Contract For []eveloper Awarded Prajects
Page 3 of 35
i6. F'l)1CT1 131S�7LCtL071 -- 1715p2Ct1D14 CLl']'i'l�Cl OZIt ll}� t�ie C7l}� t0 V21"L�� ��1Cli t�1e �Ol�.11'LICt01' �2ClS
ca»2pleted tlze Wo��7�, n�2d eac12. ar�c� ever y par•t or a�ptcr•te�2ance ther•eof, ficlly, erttir°ely, ar�d i1�
confor•n2c�t7ce wit12 tl2e Co�ztt��aci Dac��r��2era�t,s.
l`7. Ge��e��al Reqacirelaaejr.ts A�art of tl�e Co�zt� act Doct�rnents between tl�e Develaper� a��d a
Co�ztr•c�ctor�.
l 8. Laws a�tc� Regarlations Aray arad all applicable laws, �•t�les, regu7atioi�s, or°di���a�zces, codes,
a�zd ar�der�s of a3r.�� and alI gove���nraae�ztal boc�ies, agencies, ai�thorities, a��d cot�r^ts I2avirag
j�atr�isdr�ciio�z.
19. Liei2s—Claar°ges, secut��i�t�� it7terests, a��� er��cttraabrar��ces upo�z Pj�oject fir.�ids, ���eal pr�oper°t�; or-
per so�2c�l pr�ope�•ty.
20. Mile,sto�a� A pj•i�zci�al eve�at specrfied irz the Cor�tj�act Docaen�e�zt,s 1 elati�ag to a��
ir�terrnediate Cant� act Ti�ne pj�ior• to Fin.al Acceptar�ce of tlze u�or�k.
21. No7��-Participating Clzange Or•der—A rloctarazent, �vh.icla is prepc���ed for• alad t•evieu�ec� by th�e
Cr�t�; which is sigtaed by Co�xtt�actor, a�icl Develaper�, ayzd czutlzol�iz�s as7 addition, deleiia�z, or�
1�evisior� r�n t1�.e Waf•k o�- a��. udjtrstme�at i�z tlze Co�ztract Pr�ice or the Co���tract Titne, issaied oj7
or• nfter tlae Effective Date of tlze Ag�•eeme�zt.
22. Pul�ticrpatt�ng Cl�ar2ge O�•der• A docaime�it, 1�hicl2 is pr•epat•ed fo�• a���tl appr•overl by t1�.e Cit��,
w]ziclz is signetl by Co�ztr�ucta�; Develope�; a��d Cit�� a�zd attth.or°izes at� additio�7, deletio��, o��
1°evislo�� i�z tlie YYoj^Ic or• ar�. adjt�,stnzejzt i�z tl�e Ca�ztract Pr�ice or� tlae Cnr2tr�act Tinae, isstaed o�t
or• after� the Effective Date af tlie Agr°eeme�2t.
23. Plans --- See definitiojz vf D�°a�vir2gs.
24. Pr•oject Sclaedt�le A,schedirle, pj�e�ar•ecI a�7c� �nai��tai�zec� by Co�zt��actoi; ijx ccccorclal�ce witli
the Genej•�I Reqari�•e�ne�zts, descr•ibitlg tl�e seqtte3�ce and dac��atian of the activiiies colnpt�ising
the Contracto� 's plan to acco7azpli�sl� llae Wof°7� within the Cofzt�°act 7'ime.
2S. P3�aject—The Worlc to be perfo��ja�ed unde�� the Contract Docic�3aer2ts.
26. P3•oject Represer2tative—The authorized representative of the City tivho will be assigned to
the Site.
27. Pubdic Meetang — Ara un�aoi��zced nzeetifzg condaected by ihe Develope�� to facilitate patbdic
parlicip�tior2 and �o c�ssist tlze paiblic i7� gai�ailzg an infol��azed view of t1�e ProjecZ.
28. Regatla�° Wot•I�ijag Hoa�rs --- Hoa�r;� begit��zi�ag at 7.•DO a.rra. arzd er�c�irzg at 6.•00 p.1aa., 1Vlonday
thr•ac Friday (excluding legc�l holidaysj.
29. Sar�aples Physical exa��zples of nzaierials, equipme�xt, or• wor�Ic���anship that are
rep��ese�ztative of sarne po��tioaz of the Wo�•l� and which establish the standards by which sa�ch
par°tiora of t1�e Worlc u�ill be jitdged.
c�rY or ro��r woRT�
STANDARD CIT`Y CONDITTONS --DEVELOFER AWARiIED Pi2Q7ECTS Village Creek �istribution Genter
Revised: Sanuary i 0, 2013 City Project No. 103U72
DocuSign Envelope I�: 8797C5L'�3-5FBE-4C76-922F-OB435D6343AE1
D0 73 [ 0- 4
Standard City Conditions Of The Construction Contract For Cleveloper Awarded Projects
Page 4 of 35
30. Sclzecli�le of Subrnittal,�—A sclaec�aile, p�•e�a�-ed crnd rszai�atr�i�zed by Co�7tr•actol�, of r�eqa�ir•ed
sicbm.ittals c���d tlze time �•e�tcir'e»aents to sirppa��t scl2ecltcled performa�ace of t�elatec�
consfr•arction. tictivitles.
3I. Site Larzds or� u�•eas ijzdicated in tlze Coj7tract Dacii�aze��ts as being fut��7isl�ed by City or•
Developej� a�po�� �vlaiclz tlie Wor�lc is to be �e�for•rned, incltiditag r•iglzts-of way, pern7its, a�ac�
easel��elats foj• access tliet�eto, ar�d strcl� othet� laa�ds f a��zishec� by Cit�� or� Developej• u�laicla a��e
desig�7ated fo�� tlze irse of Co�at�•actor�.
32. Specificatioras TI2at par•t of the Contj�act Doctt�nents co�asisiisag of �vrr.tterz r•eqtcij•e1�xe�7ts for
���uter�ials, equipmerzt, s��s�ems, star�dc�r�cls ajad wollc�aza�xsl7ip as a�pliec� to tlze Wor1�, a��tl
cer�tai�7 adnait�istrative reqaai��•e1�a�e�zts ar2cl �j•ocecl�u�•al n�atters a�plicable tlzer•eto.
Specificatio�zs r�7ay be specift-cally nzade a pa�°t of the Coratract Doctil�ze�zts by attaclirazef2i or;
if l2ot r�ttaclied, r�aay be i��corlaor�atec� b�� i�efe��erace as indicated it7 t77e Table of Cotrteszts
(Divisiai� 00 00 00) af each. P��oject.
33. Standar cl Crt,�� Conditions — Tlrat part af the Coratr•act Dact,cr�ze�zts setti�7g,fort7z 1 eguij�eme��ts
of tl�e City.
34. Si�bcontr°aclor f1n inriividtral or� entit�� l�avi�7g cz dir•eet en�at��act �vith Co�atractor or with any
o�l�er• Subca�zt��acto�� for• the perfor•�nartce of a part of the Waj�k at the Site.
35. Sicbnaitials All d��ativif7gs, diagra�a2s, illustratiazs, sclieclttle.s, a�ad othe�• data o�� info�•naation
wlzich are specifr.cally pj�epur•ed o�° assen�blec� by oj• foj� Car2ir�actor• afzd sitb�nitted by
Co17tf'acio�� to illirstj�ute some pol•tro�� of the Woj°le,
3b. Siipej�•if7tetzderzt ---- The r�epr�eser2iative of tlze Co�i�ractor• wlaa is c�vailable at all ti»7es and able
tv r•eceive i��str�aictio�zs fi^ara� tlze City and/ot• Developer and to act for• the Cos7t1-aeto�^.
37, Supplej�aentary Co��ditior�s—Tliut part of tlze COl2�i•act Docun�e�zts tivlticlZ qanends oj•
saspple�nents ihe Gerze��al Co�zditions.
38, Supplier A rnanufactut�er, fabt•icato�; supplier•, dist,°iba�tor�, r�zatej�ic�l»za�z, o�° ve�zdoj� havijzg
a dif�ect co�xtract with Contractor os• with aTzy Subcajztr•actor to fi���jzislz rnater-i��ls o�a
eqiiipf�ze��t to be i��corpo�°aied ira the Wor1� by Cont�c�cto�� 01� Subco�atracto�-.
39. Under��au�zd Facilities All a�r�c�erg��oicnd pipeli�ze,s, conduits, ducts, cables, ��i��es,
f��anlzole,s, vaults, ta�zl�s, ticn�zels, or other� sueh facilities oJ� c�ttachnzents, and a�zy
ericasertzents cantaining scGc7a facilities, i�cludi�ag l�ut not limited io, those that convey
electr�icity, gases, stea�n, liqttid pet��oleu»i pr•oducts, telephone or other co1�z»�unicc�tians,
cable televisiorz, wuter; wastewate�°, stor'�tz water, othet° liguids o� chej�iicals, or� traffic aA
othe�� control systert7s.
�0. Weekend Worl�i�zg Hours — Hou�s beginning at 9: 00 a.rn. arzd ending at .5: 00 p.���., Satacrday,
Su�zday o� Iegal holic�ccy, crs approved in advc�nee by the Cit��.
C[TY OF FORT I�OTt'I'H
STANi3ARD CITY CON]aIT[ONS — DEVELOPER AWARD�D PROIECTS Viliag� Creek Distribution Genter
Rev€sed: danuary [ Q, 2013 Ciiy Prnject No. 103072
❑ocuSign Envelope ID: B797C5C8-5FBE-4C7Fi-922F-06436b63(}AE1
00 73 [ 0- S
5tandard City Condilions Of The Construction Contract For De�e(oper Awarded Projects
Pa�e 5 of 35
41. Wor�l� The e��ti�•e co3���t3�trctan�a. o�� tlze va�°iotrs separ�atel}� icle�ztifiuble p�rrts tlzereof �°eqttired
to be pr ovided u�zdef� tlie Cantrnct Docunzents. Wo�°lc r�r7clttdes ar��d is the result of peifor�aaifzg
or� providi�2g all labor; se�•vices, a17d doca�nzenlatiorz �zecessary to �r�oclt�ce s��c12 corastraaetio�a
i��cltr�ling any Pi�rticipatit2g Clzcrt7ge Orrle�; No�z-Pat�tacipati���g C71c��a�ge Orc�er�, or• Field
Os�der�, a��cl fi�r�xishi�zg, installing, a��cl i�zea�po��ating all m�terials at�cl ec��t�ipj�2e��t i�7to streh
cor�stj°ttctiora, ull as r�ec�acir•ed Uy the Co��tract DocLcments.
42. Worlci��g Day — A tivorlcing day is defifZed as a c�a,�; not i37cluding Saiau•days, Stcf�days, ar°
legal Iz.olic�ays aisthorizecl by the City far cojzt�act ptt�pases, in ��vliich weather• o�� othe�•
colzditio�as not tcr2cle�� th.e corztr•ol of tlze Cor�ti�actor will per•mit t7ae petfo��nza�7ce of tlze
�rincipal ulz.rt of wo�Ic tcjader�ivay,for� a co�ati�zttotrs per�tod of �zot less thaj7 7 1�otc�s betwee�� 7
a. n�. a�2d G�. n2.
1.02 Ter�ninology
A. The words aud tei-��1s discussed in Paragraph 1.02.B tl��•ough D are not defined but, when i�sed in
the Bidding Requirer�ents or Contract Documents, l�ave the indicated r�xaeaning.
B. Defectrve:
The wor•d "defective," wl�en znodifying the wo�-d "Worlc," refers to Worlc tl�af is
unsatisfactory, fauity, o�• deficient in tllat it:
a. does not canforin to the Contract Documents; or
b. does not zneet tl�e z-equirements of any applicable inspection, refei•ence standard, test, or
approval refer�ed to in tl�e Cont�-act Documents; ar
c. has bcen dan�aged �rior to City's written acceptance.
C. Fz�r,xish, Iiastall, Peifa�^rn, Prvvide:
I. The wa7-d "Furnish" or the ward "Install" or the word "Perform" or the word "Pro�ide" or
tk�e word "Su�ply," or any combination or siinilat• directive o�� usage the�•eof, shall m.ean
fiu•nishing and incozpoz�ating in �e Woric including all necessaty lahor, materials, equip�nent,
and eveiything necessary to perfor�z�. the Woz�lc andicated, unless s}�ecificaily limited in tl�e
context used.
D. Unless stated othe�-wise in the Contract Documents, woz-ds or phrases that hav� a weil-known
technical o�• canstruction industry or t�ade meaning are used iz� t�e Cont�-act Doc�ents in
accordance with such r�cognized i�eaning.
GITY OF FORT WORTf-i
STANDA�tT) CITY CONDITIONS —BEVELOPER AWARi3EA PROJECTS Viilage Craek Distribution Center
Revised: 7anuary 10, 2013 Gity Project No. iD3072
DocuSign Envelope ID: E3797C5C8-5FBE-4C76-922�-OB435[]63aAE1
UO 73 l0- 6
Siandard City Conditians Of The Consfruction Contract For Developer Awarded Projects
Page C of 35
ARTICLE 2 -- PRFLXMINARY MATTERS
2.01 Befare Starting Constr�uctinr2
Basedine Scliec�i�les: Submit to Ciry in accordance with tl�� Conti•act Docuzx�e��ts, and priar ta starting
the Work. New scl�edutes r�vill 6e submitted to City when Pa�•ticipatii�g Change O�-de�-s or Non-
Pai�ticipating Change Orders occur.
2.02 Pr•eco�ist��asctio�x Confer�elace
Be�ore ar�y Work at the Site is sta�-ted, tE�e Contractor shatl attend a Preconstruction Canfer�nce as
specified in tlle Contract Documents.
2.a3 1'Lcblic Meeti��g
Cantractor may not mobilize a�y ec�uipinent, rriatet•iais o�� resources to the Site prio�• to Contractar
attendiug th� Public Meetir�g as schedu�ed by the City,
ARTICLE 3— CONTRACT DOCUMENTS AND AMENDING
3.01 Refe�°e�aee Stc�ndar�c�s
A. Standards, Specificatians, Codes, Lavvs, and Regulatiar�s
1. Reference ta standards, specifications, a��anuals, ar codes of any technical society,
arganization, a�- assaciation, or to Laws ar Reguiations, whether sucl� reference be speci�c or
by implication, sl�all �near� tiie standard, specification, manual, cade, or La�ws or Regulations
in effect at the time of opening of Bids (or on t11e Effective Date of the Agr�ernen� if there
were no Bids), except as may be otilerwise specifically stated in the Contract Documents.
2, No provision or instruction shall be effective to assign to Ci�y, ��• any of its officers,
directors, members, partne�•s, employees, agents, consultants, oz• subcontractors, any duty or
autiio��ty to supervise or direct tl�e pe;-f�i7nanee of the Worlc or any duty ar authc�rity to
undez-take responsibility inconsistent with tk�e provisions of the Coi�tract Docunaents.
3.02 An�e�zding a��d Supplernerztirzg Cotztruct Doca�nzents
A. The Contract Documents may he amended to provide for additions, deletions, and revisions in
the Woz-1� or to rnodify the terms and conditians �here�f by a Paiticipating Cha�age 4��der or a
Non-Pai�ticipating Change Order.
B. The requiz•eznents of th� Contract Documents n�ay be s�pplelnented, and �nor va�iations and
deviations in the Worlc not in�volving a change ii� Cont��act Price or Conttact Time, znay be
arxthorized, by one or rno�•e of the follo�ving ways:
1. A Field �rdei•;
CITY �F �ORT WORTH Viilage Creek Distribution Center
STANDARD CITX C�NDIi'IONS —DEVF,T.OPE32 AWAILDED PRO.{FCTS City Prajeci Na. 103072
Revised: 7anua�y lU, 2013
€7acuSign Envelope ID: B797C5C8-5FBE-4C76-922F-08435D630AE1
00 73 l Q- 7
Standard City Conditions Of The Consiruciion Cantract �or beveioper Awarded Projects
Page 7 of 35
1. City's or Enginee�•'s review af a Subrnittal {subject to tl�e provisioi�s af Paragraph 5.16.C); or
2. City's wz-itten inteipretation o�• clari�ication.
ARTICLE 4— BONDS AND INSURANCE
4.OJ Licea2sed Suf�eties andl�2sttr�e�s
All bonds and insurance requi�•ed by tl�e Cont�'act Documents ta be puz�claased and rnaintained by
Cont�-acto�• shall be obtained from sureiy ox- z��surance companies fhat are duly Iicea�sed or authorized
i�n the State of Texas to issue bonds or instu�ance policies for tlle limits and coverage so ��equired.
Sucli surety and insu�'ance co�npanies shall also ineet sucl� additianal requiremenis and qualifications
as may be pro�ided Sectian �-.Q4.
4.02 Pe�fornzance, Payme��t, af�clllfai�ite��a�lce Borads
A. Cont�-actor shall furnish performance and payrne�t bonds in thc na�1�e of De�elopez• and City, in
acco�•dance witl� Texas Gavern�nent Code Cl�apter 2253 0�- successoi• statute, eacl� in an an�ount
equal to the Cont�•act Price as security for the faithfiil pez�fo��mance and payn�ent of all of
Contractor's obligations unde�- ti�e Contract Docurnents.
B. Contractor shall furnish maintenance bonds i�3 the name of Developer and City in an amount
equal to the Contr�act Price as security ta protect fhe City against a�y defects in any pai•tion of the
Worlc described in tl�e Contract Documents, Maintenance E�onds siiall ren-�ain in effect for two
{2) years after the date of Final Acceptance by the City.
C. AIl bonds shali be in the fo��rn p�-escribed by th� Cant�act Documents except as provided
otherwise by Laws o�� Re�uIations, and shail Y�e executed by such s�reties as a�-e nained in the lrst
of "Co�panies Halding Cer�ificates of Aut�ao�-ity as Acceptable Su�•eties on Fede�•al }3onds and
as Accepta�le Rei�suring Con�panies" as published in Circular 570 (amended) by the Financial
Management �ervice, ,Surety Bond Brancll, U.�. Depart�x�ent af the T�•easu�y. All bonds signed
�y an agent or attorney-in-�act must be accompanied by a sealed and dat�d �ovvet� of attoiney
which shall show that it is effective on the dat� the agent or attorney-in-�act signed �ach bond.
D. If the s�rety on any bo�id fizx•nished by Cont�•actor is declared ba��x�apt ar becomes insolvent oi
zts �'ight to do husiness is tet�tninated in the Sta�e of Te�as or it ceases to ineet the requirements of
Paragz-aph 4.�2,C, Coi�tractor shall promptly notify City and shall, within 30 days afte�� the ev�nt
giving rise to such notificatian, provide another bond and si�r�ry, both of which shall coznply
with the requi��ments o��aragraphs 4.01 and 4.02.C.
4.03 Certificates of.Iizsaar�ance
Cont�•actor sl�all deli�er to De�veloper and City, wi�h copies to each additional ins�ued and loss payee
identified in these Sta��dard City Conditions ce��tificaies o£ insurance {and othet• evidence o�
insurance rec�uested by City o�- any other additional insiared} w�ich Conh•actor is requi�ed to
pu�-chase and marntain.
CITI' OF FORT WORTT I
STANDARD CI3'Y CONDITIONS -- I3EVELOPER AWARb�'D PROJECTS Village Creek Distribution Center
Reviscc#: January ]0, 2�13 City Projeci No. 103�72
ClocuSign �nveloPe ID: B797C5C8-5FBE-4C76-922�-fl8435D630AE1
Ofl 73 ] 0- 8
Siandard City Conditions of The Construction Contract �or Developer Awarded Projects
Page 8 af 35
1. The certificate of i�nsu�-ance sl�all doculneilt tl�e Ciry, an as "Additional Ins�ced" an all
Iiability poiicies.
2. The Conh•acto�•'s gea�eral liability insu�•ance shall include a, "per project" or "�e�� �ocatio��",
endorsement, wl�ich s�aall be idei�tified in t11e ce�-tificate of insu�-ance pravided to th� City.
The certificate shali be signed 6y an a�ent autI�o�•ized to bind coverage on 6ehalf of tl�e
insured, be complete in its entirety, and sl�o�v complete insurance carrier nam�s as lisied in
the cu�•r•en� A.M. Best Prop�rty & Casualty Guide
4. The insu��ers for all poiicies must be licensed and/or approved to do business in the State af
Texas. Except for worlcers' coza�pensatian, a11 iy�surei•s rntiist have a�nini�num rating of A-:
VII in the cur�•ent A. M. Best T�ey RaCing Guide or have reasonabiy equivaIent financial
strength and solvency to the satisfaction of Rislc Managemen�. If the rating is below that
required, wz�it�en appraval of City is requi�•ed.
All applicable policies sllall incIude a Wai�er of SLibrogation {Ri�hts of Recovezy} i�� favor
of tl�e City. In addition, the Contractor agr•ees to waive all rigi�ts of s��brogation against tl�e
En�ineer (if applicable}, a1�d each additional insured identifed in tllese Standard City
Conditions. Failure of tl�e City �o de�r�and s�ch cer�ificates or atl�er evidence of fuil
compliance wiEl� the insurance z-equi�-ements ar failure of tne City to identify a deficiency
fi-om evidence thaf is provided shall r�ol be const��ued as a r�aiver• of Cont�-actor's abligatio�a
to �aintain such lines of insu�•ance cove�•age.
6, If insurance polici�s a��e not written far specified cov�rage lin�its, an U�nbrella o�• Exc�ss
Liability insiirance for any differences is z�equi�-ed. Excess Liability shali foIlow for�n of the
�rimaiy cove��age.
7. Unless olherwise stated, all required insuz-ance shall be written on the "occ�rrence basis". If
coverage is unde��w�-itten on a claims-made basis, the re�i•oactive date shall be coincident with
or �rior to the date o£ the effective date of the agreeinez�t and thc cer�i�"icate of instuance shall
state that the coverage is claims-made and the retroactive date. The instu•ance coverage shall
be maintained for the duratio� of the Contract and for tl�zee {3) years following Final
Acceptance provided under the Conizact Documents or for the warranty pez�iad, wi�icheve� is
longer. An annual certi�cate of insurance submitted to the City shall evadence s�ich
inslu�ance cove�•age.
Policies shall have no exclusions by endorseznents, which, neiiher nullify o� azx�end, the
�•equired lin�s of covez�age, nar decrease the liinits of said coverage unless such endorsements
are a�p�•oved in writing by tl�e City. Iri the event a Contract has been bid or executed and t�e
exclusions are determined to be unacc�ptable or the City desix-e,s additional insu��ance
coverage, and the City desires the co��-actor/engineer to obtain such coverage, the contract
price shali he adjusted by the cost of the pre,naiuzn �ar such additional coverage pl�s 10"/0.
9. Any sel� insu�'ed �•etention (SIR), in excess ai $25,000.00, affecting required ins�u•ance
coverage shall be app�-oved by the City in rega�•ds to asset value and stocichalders' equiiy. In
C1TY OF kQRT WORTfi
STANDARD CT`CY CONDITIONS -- AEVELQPER AWARD�� PROJECTS Village Creek �istribution Center
Revised: 7anuary [ 0, 2013 City Project No. 103a72
€7ocuSign En�e[ape lD; B797C5C8-5FBE-4C76-922F-OB435Q630AE'[
00 73 L O- 9
Siandard Cify Canditions Of The Constructian Contract For �evelaper Awarded Projects
Yage 9 of 35
lieu of iraditional insua�ance, alfei�ative cove�•age �naintained ti�roug�i insurance pools o�• risIc
retention groups, musi also be approved by City.
10. Any deducti6le zn excess of $S,Q00.00, for any policy tl�at does not provide cove�•age or� a
fiY•st-daliar basis, must be �cceptable to and app�•oved 6y the City.
11. Ci�y, at its sole discz-eiion, reseives tl�e right to review the insurance requi�•ements and to
malce reasonable adjust�ne�ts to insurance coverage's and tl�eir Iimits when deemed
necessaty and prudent by the City based upon cl�anges ii1 statuto�y law, court decision a�• the
clainas histo�y of the indust�y as well as of the contracting party to the City. The City sha11
be �•equil-ed to provide p�•iar notice of 90 days, and the insu�•ance adjustments sl�afl be
incoipor•ated inta the War% I�y Change Order.
12. City shall be entitIed, upon w�•itten request and witllout expe��se, to receive copies of policies
and endorse��ents tliereto and �nay make any reasonable requests fo� d�letion or revisio� oi-
modifications of paz•ticular policy terms, conditions, lirr�itatians, or exclusions necessaiy to
canfo�m tl�e poIicy and endo�-sements to the requirements of the Con�tact. Deletions,
revisians, or modifications shall not be required whe�•e policy provisions are established by
law or regulations binding u�on either party o�- �he underovrite�� on any such policies.
l3. City shall not be responsible fo�- the direct payi�lent of insurance p�-emium costs �or
Coa�tractar's insurance.
4.0� Co��tr�acto��'s I3�sacrance
A, War•I�ers Con�pensatiori and �nzployer�s' �iability. Contractor �hall puz-chase and maintain such
insua�ance coverage with limits consistent with statutaiy benefits ouilined in tl�e Texas WoY•kers'
Connpensation Act (T�xas Labor• Code, Ch. �4a6, as amended), and mir�ianum limits for
Employe�-s' Liability as is appt•opriate for the Worlc being pecforined and as will provide
protection fra�n claims set fo�tl� below which anay az�ise out o� or result froin Contzactar's
perfoY7nance af the Woz�l� and Cantractor's other obligations under the Con�t�act Documents,
wh�ther it is to be perforrr�ed by Conti•actor, any Subcont�actor oz• Supplier, or by anyane directly
or indirectly employed by any of thez� tp perfai-�n a�1y af the Worlc, oz by anyone for �nrhose acts
any of tl�em may be �iabie:
1. claims under �rorkers' compensation, disability benefits, and other similaz• einployee benefit
acts;
2. clainns �ar darr�ages beca�se of bodily injuzy, occ�pational sicicness or disease, or d�ath of
Contractoz-'s employe�s.
The li�nits oi liability for the insiarance sk�all provide the following coWez•ages %r not less
than fhe following amo�nts ar greater where requiz�ed by Laws and Regulations
a. Stat�itozy limits
b. Ea�apioyer's liability
CITY OP FORT WdRTH
S'I'A1�FDARD CT'i'Y CONDITIONS — DF:VELOPER AWARD�[l PROJECTS
Revised: .Tanuary ] 0, 2013
V€Ilage Creek �istribu3ion Center
Cify Project No. 103072
DocuSign Envelope I�: 8797C5C8-5FSE-4C7fi-922F-013435C169DA�1
1) $100,000
2) $ i 00,000
3) $500,000
00 73 ] 0- ] 0
Siandard City Conditions Of ihe Cnnstruction Contract For Cleveloper Awarded Projects
Page L O of 35
each accident/occuri•ence
Disease - each e�nployee
Disease - policy li��it
B. Commei�cial General Liabzlity. Covera�e shall incIude but not be liil�ited to covering liability
(bodiiy inju�y or pt•operty damage) arisin� frorn: pz-emises/operatians, independent contcactors,
praduct�/cotnpleted operations, persoi�al iujuiy, and liability u�nde�- an insu�'ed canh'act. Insurance
sl�all be provided on an occurrence basis, and as com�rehensive as the current Insu1-ance
Services Offce (ISO) palicy. This insurance shall a�p1y a� ���iinaiy insurance witl� respect �o
any otl�ez- insurance or self-insurance programs affoY•ded to t11e City. The Commercial Gene�•al
Liabiiity palicy, shall l�ave no exclusions by endo�•seinents that would alte�- of r�ullify
p�•eir�isesloperations, productslcompleted ope��ations, coniractuaI, personal injury, or advertising
injuiy, which ace normally contained with tl�e �olicy, unless tl�e City approves such exclusions
in writing.
1, Fo�• construction pr-ojects thai p�•eseni a substantial co�x�pleted operation exposure, tlie City
may require the conh•acto� to maintain coin�Ieted operations cove��age fo�- a minimum of no
less 1:han three (3} years following the completion of the project
2. Cantractor's Liability Insura�lce urt�de�� this Section which sl�all be on a per project hasis
covering the Contrac�or with minimu�n lirnits oi':
a. $1,�da,000 each accurrence
b, $2,000,000 ag�;regate limit
3. Tl�e policy must have an endoz•sernent (Ainendment — Aggregate Limifs of Insurance)
malcing t�e General Ag�•egate Limits apply sepa��aiely to each job site.
4. The Coinnlercial General Liability �ns�rance policies sha11 provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Rerriarlcs Article of the
Ce��tificate of Ins�.uance.
C. Autonaobile Liabili�j�. A commerciai busin�ss auto policy sha�l pravide coverag� on "any auto",
defined as autos owned, hired and non-owned and provide indemnity fo�- c�aims �or damages
because bodily i��juiy or death of any person a�1d or property damage arising out of the wozlc,
inaintenance or use of any zx�otoz- vehicle hy the Contractor, any Subcont�•actor or Supplie�•, or by
anyone directly or indirectly emplayed by any of them to perfnrm any of the Work, or by anyone
for whose acts any of t�em may be liabl�.
l. Automobile Liability, Contractor's Liability �nsurance under this �ection, which shall be in
an amouni not less than the fallowing amounts:
a. Automobile Liability - a coin�nercial business policy shall provide coverage on "Any
Auto", de�ned as autos owned, hired and non�owned.
CITY OF FORT WORTH
STAIVDARD CITY COT�DCTTONS --DEVELOPER AWAILDED PR07ECTS Village Creek Disfribuiion Center
Revised: Januaiy I 0, 2013 City Project No. 103072
Dbc�iSign �nvelope ID: B197C5C8-5F8E-4C76-9:�2F-�8435D630AE�1
UG 7i 10- I 1
Standard City Cor�diiions df The Consiruetion Coniract For Developer Awarded Projects
Paigc 1 I of 35
I) $1, 000, 000 eacki accideiat o�� a canibit�ed S3i1�*,I� [ii�iit basis. S�Iit liinits are
acceplable if lii�its ai•e at least:
2) $250,OQ0
3) �SOO,QOQ
4) $100,000
Badily Injtuy per persan
Badily Izijuz�y per acciden� 1
P�-ape�-ty Damagc
D. Rnilr�oad Pr�otecti��e Lic�Uilit��. If any of tlie work oz� any warranty worlc is wit[iin the Iiznits oF
railroad i•igllt-of way, tl7c Con�ractor shall ca��nply wit[i the faliowin� requu-ensents:
1. Tlle Cont�•actor-'s coi�s���uctioll activities will require its en�ployees, agents, subcontc,aciors,
equip�nen�, and inater-ial deli�eries to cross rail�•oac� pro�er�ies and t�•acics ow�led and
aperated by:
�1'iitc tl�c nai:�t� �+f ihc r;iilri><id i•i�nyp;�ny, {If n�iii�, il�en tivritc ��c�nt l
2. The Contracto�� sli�.11 conduct its o�e�•ations on railroad �aropertie� in such a manner as ��ot io
interfe�•e with, hinde�•, or obst�ti�ct the railroad company ita a�iy �1lanner whatsoever in tl�e use
a�- operatio�l of its/t1�eu• trains oz- ot��er pro��ei�ty. �uch operaiioras oz� raii�oad pt�o�ei�ties inay
require that Conh'acto�• to execute a"Rig��t of EYZtiy Agreement" witl� the particular �•ailroad
coizl�any ar companies involved, and to tlais end the Contt•actor should satis�y itself as to the
requit•emen.ts of each railroac� cortnpa�iy and Ue pre43a�-ed to execute the rigi�t-of-ez�t�y (if any)
required by a rail��aad coii�pany. The rec�ui�emei�ts s��ecified l�e�•ein lilcewise relate ta the
Contt•actar's use of private a��d/ar co��st�•uctian acccss roads crossii�� said i•aih•oad campany's
properties.
3. The Cont��acnial Li�bality eoverage rec�uirt•ed by Parag��a�l� 5.04D of the General Canditions
shall pror�ide cove��age foz� ��ot Iess than the foilowing a�nou�lts, issued l�y c4�n�3ai�ies
satisfacto�y to t�ie Ciry anc� to tl�e kailroad Conlpa��y for a tei•in tl3at continues foi• so long as
the Co�liractor's ope�•ations and worlc cz�ass, accu�y, oi• toucli rail�aad prope��ry:
a. General Aggregate:
b. Each Occuirence: :
Lnt�� liinits ��r��vid�il hy Railro:id Cu;npaip� I lt uont, u�rit� �ioncl
F.ntcr limEls �i:�ovidcil by Ruilrnad C�xr�pan)' (If nnnc, ���rilc ni7n.:l
4. Witli respeci to the above o�itiined ins�u•ance z�eql�irements, tlie fol[owing shall govei�i:
a. Wl�ez�e a single railroad cornpany is iz�vc�lved, the Contt•actor shall �i•o�ide o�ie insi�rart�ce
policy in the name of t11e rail�•oad coinpazly. Howevcr, if �no�•e than ane g�•�de separation
or at�grade crossing is affected by tlie Project �t ez�tirely se�arate locations on the line or
iines of the saine railroad company, se�arate covezage may be ret��iired, each in t��e
amount stafed above.
b. Where nlot•e than one ��a�lzaad co�npany is operating on t�ae sa�ne rigllt-of way o�• where
several raili�oad coinpanies aa•e involved and o�e�•ated on ihei�• own se�arate rights-of
CITY Or' l{ORT WORTII
STANDARD CT"['Y CONDI`�IONS —D�:VELOPER AWARDED PRQ7ECTS Village Creek �istribution Cenfer
Revised: Januaiy t0, 2DL3 Gity Projecf No. 103672
DacuSign �nvelape If7: B797C5C8-5F8E-4G76-922F-OB435L�634A�'{
00 73 10- 12
5tandard Cify Conditions �f The Constructinn Confract For Deve{oper Awarded Prajects
Page 12 af 35
way, tl�e Coi�tractar may be required to pz•ovide separate insurance �olicies in tl�e na�ne
af eacl� ��ailt�oad company.
c. If, in addition to a gi•ade separation oz- ac� at-grade crossing, other woz•� o�� activity is
p��oposed on a railroad company's right-of way at a location �nti�•ely separate fro�� the
g�•ade sepa�•atio� oz- at-�-ade crossing, insurance cove��age for this worlc inust be included
in the poIicy covez•ing tl�e grade separation.
d. If no g�-ade separation is involved but other wor1� is pra�osed on a t•ailroad compai�y's
��ight-of-way, ail suck� other wo�'ic may be covered in a single policy for that railraad, even
thou�h the worlc may be at iwo or mare sepaY•ate locations.
5. No wor•k or activiti�s on a railraad campany's pra��er•ry to be per%�-med by the Contractor
sha11 be co�mrr�enced until tl�e Contractor has fi�r�7ished ttie City with an original policy or
policies of tl�c ins�cance for eaci� rail�-oad campany named, as requi�•ed above. All such
insurance inust be approved by the Ciiy and eacll affected Railroad Company p��ior ta tlle
Contracto�'s 6e�inning wo�•k.
6. The insu�'ance specified above must be ca��-ied until all Worl< to be perfoi�tned on il�e rail�•�ad
right�of-way l�as been cnmpleted and tlae grade cx-ossin�, if any, is no longer used by tl�e
Cont�actor, In addition, insurance must be cai�-ied duri��g all maintenance andlar repair wo�•k
p�t�'ormed in the railroad �-ight-of-way. Such insurance must name the railroad cornpany as
the insured, to�;ether with any tena��� ar Iessee of the �•aiiroad cornpany operating ov�r t�'acks
involved in th� Project.
E. Notification af Policy Cancellation: Contractor shall im�mediately noti£y City upon cancellation
ox- otl�er loss of insuY•ance covet•age. Cont��actor sha11 stop wark tintil replacement insurance has
been p�-ocured. There shall be no �ime credit fo�- days npt worked pursuant ta this section.
4.05 Acceptance of Bonds arid Insu��a�zce; Optio�� to Replace
I� City has any objection to the covex•age afforded hy or other provisions a� the bonds or insurance
requi�-ed to be purchased and �naintained by the Contractor in accordance with Article S on the basis
of non-con�oz�nance wit11 the Contract Docuznents, the D�veloper and City shali so notify tl�e
Contt•actor in writing within 10 Business Days after receipt af th� ce�-�ificates (or otl�e�• evzdence
requested). Contt�actor shall pz�ovide to the City such additional ir��onnation in respect of insurance
pz�avided as the Develop�r or City xnay reasonably request. If Con�-actar do�s not put•chase or
�naintain all af the bonds and insurance required by the Conticact Doc�unents, the Develap�r or City
shall notify the Contractor ii� r�vriting of such failux�e px-ior to th� stait of the Work, ox� a� such failure
to rnaintain prio� to any change in the requiied coverage.
ARTICLE 5 --- CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision a�zd Supeyintende�at
A. Coz�t��actor shall supeivise, inspect, af�d di�-eci the Worl� co�npetently and e�f ciently, devoting
such attention thereto and applying such sl�lis and expertise as may be necessa�y to perfoi7n the
CITY OF' FORT WORTFi
S'CANDARD CITY CONDITIONS — DEVELOP�R AWAIL➢ED PRdJFCTS Village Creek �istribution Center
Revised: 7anuary 10, 2013 Ciiy Praject No. 103072
DocuSign Envelope ID: B797C:5G8-5FB�-4C7B-922�-�B4351]630AE'�
Qp 73 LO- l3
5tandard City Conciitions Of The Cons3ruction Cnntract For Revelaper Awarded Projects
Pagc I 3 af 35
Wo�•k in accardaE�ce vc�itii the Ca��i��act Docu�nents. Coni�•actor si�all be sale�y x-espansible fo�• tl�e
means, inetl�ods, tecllniques, sequences, and p�-ocedures of const�•uctio�i.
B. At all times during tlie pr•og�-ess of the Worlc, Contractor sllali assign a competent, Eng[isl�-
spealcing, Superintende��� who shall no! be replaced without writter� notice to Ciry. T��e
Supe�-intendent will be Contractor's represe��tative at the Site and sha11 have autha�-ity to act on
behalf of Cont��actar. �lI coinmunication given to ox- �-eceived fi•on1 tl3e Supe�•intende��t shall be
binding on Cont�•acta�-.
C. Cont�•acioz- shalI n�tify the City 24 hours p��iox- to moving areas during the sequence of
con�truction.
5.02 Labar; Wo��1�it7gHattr•s
A. Cont�-actor shall provide competent, suitably qualified pe�•sonnel to �erform co��structioil as
i•equired by tl�e Contract Documents. Contractoz• sk�all at all tilnes ��naintain good discipline and
ot•der at the Site,
B. Except as othez-vvise req�iired for the safety or protection of persons or the Work or pz•operly at
ti�e Site or adjaccnt thereta, and except as otherwise stated ia� the Cantract Documents, alI Wo��k
at th� Sile shall be pe��fo�-med d�ring Regular Worlcing Houx-s. Contractor will not petnzit the
pe�•foY�na��ce o� Wo��lc beyoi�d Regular Warlcing Haurs or for Weelce��d Wo�-king Hours without
City's written consent {which wi11 not be unreasonably withheld). Written xequest {by lcttec ar
elect�-onic comm�inication) to perfoi�rn Wor�:
1. %r beyond Rcgular Wor•icing Hou��s �-equest must be made by noon at least twa (2) B��iness
Days p�-ior
2. foa' Weekend Wor•king Haurs request m�st be mad� by noon af the p�•eceding T��ursday
3, for legal holidays request nriust be made by noon two Business Days prior to the legai
holiday.
5.03 Se��vices, Materials, und Equip�nent
A. Unless otherwise specified in the Cantract Documents, Cont�-actor shall provide and asszune full
�-esponsibility fo� all se�vices, �aaie�-iais, equipment, Iabor, trar�sE�artation, consriuction
equi�xnent and machineiy, tools, applia��ces, fuel, power, light, heat, telephone, water, sanitary
facilities, te�x�po��aiy facilities, and all other facilities and incidentals necessaz-y for the
performance, Contz•actar �'ec�uir�d testing, start-up, and completion of the Worlc.
B. All materials and equipm�nt incarporaied ir�to the Work shall be as specified or, if not specified,
shall be of good quality and new, except as othei-wise p�-ovided in the Cont��act Documents. Ail
special r�ai7•anties and guazantees required �y t�e Specifications s�all expressly run to t1�e benefit
o� City, If required by City, Cont�•actar shali furnish satisfactory evidence {includi�g reports of
requiz�ed tests) as to the sout•ce, lund, and quality af �naterials and equipment.
CITY OF I'ORT WORTH
STANDARD CITY C01+1DT'I'iONS —DEVEI.OPER AWA32DED PROJGCTS Viliage Creek Distri6ution Center
Revised; 7anuary 10, 2013 Ciiy Project No. 103072
DocuSign Envelape 10: B797C5C8-5FBE-4C76-922F-OB435C1630AE1
00 73 ] 0- 14
5fandard City Conditions Of The Consiructian Confract Far Developer Awarded Projects
Page l 4 of 35
C. �11 maferials and equip�nent to be incoi-�o�•ated intio the Work shall he sto�'ed, appli�d, installed,
coni�ected, erected, �a�•otected, used, cieaned, and conditioned in accoz•dance with instructions of
the applicable Supplie�•, exce�� as othe��wise inay be prnvid�d in the Cont�act Doculr�ents.
5.04 P��oject Scl2edacle
A. Contracfor shall adhere to t�e Project Schedule esYablished in accordance with Pa��a�rapll 2.�I
and the General Requirernents as it may be adjusted fi•om time to ti�xie as provided below.
1, Cont��actor sl�aII subznit to City f�r acceptance {lo the extent indicated in Paragraph 2.01 and
the G�neral Rec�uirements) pz•oposed adjustments in the Project Sclaedule.
2. Propased adjustments i�n the P�'oject Schedule that wiIl cl�ange the Cont�'act Ti�ne shail be
subrr�itted in accordance with tl�e requirements of Article 9, Adjust�r►ents in Contract Time
fo�- prajects with City participatian shall be made by participaiing chan�e orders.
5.05 Suhstita�tes and "Or•-Eqttals "
A. Whenevec an itein of znaterial ox- equipment is specified or desc�-ibed in the Confcact Docuinents
by using t11e name af a p�•oprietazy item or the name af a pa��ticular Supplier, the specificatioj� or
desc�-iplion is intend�d to eslablish th� type, iunction, app�a�•ance, and quality r•equired. Unless
the speci�cation or dese�•iption cantains or is followed by words �•eading that no izke, equivalent,
or "or-equal" iterr� or no substitution is pe�7nitted, otk�e�- items of mateciai or equipmer�t of othel•
Suppliecs �nay be sub�nined to City fa�• review under tl�e ci�-cu�nstances d�scribed below.
1. "Or•-Eqacc�l" Iter�as: If in City's sole diseretion an iten� of material o�• ec�uipment p�•oposed by
Cont�•actor is functionally eq�.�al to tl�ai named and st�fficiently simila�� so that no change in
1•elatied Work will be z•equi�-ed, it may be conside�•ed by City as an "or-equal" itein, in whach
case review and approval o� the proposed ite�r� �nay, in City's sole discretion, be
accomplished withoui compliance with sorne or alI of the 7•equi��eanents for approval of
pz•oposed substitute iiems. Foi� the p�uposes o� this Paragrapil S.OS.A.l., a pra�osed ite�� of
inaterial oz equipinent will be considered fi.�nctionally equal to an item so nax�.ed i�
a. Ci�ty determines that:
X} it is at least equal in mate�-ials of construction, q�iality, duzabiiity, appearance,
stz�ength, and d�sign characteristics;
2) it will reliably perform at least equally well the function and achieve th� results
imposed by the d�sign concept of the con�pleted Prnj�et as a functioning whole; and
3) it has a prov�n record of performance and availability of responsive sezvice; and
b. Cantractor certi�'ies that, if approved and incorporaied into the Worlc:
1) there �vill be no increase iz�. cost to the City o�• inct•ease in Cont��act Time; a��d
C['iY OI' F�RT WORTH
STA�T[3ARD CTTY CONDITION3 — DEVFI�OPBR AWARDED PROI�CTS V[llage Creek Ristribu�ion Center
F2evised: 7anuary [ 0, 2013 CHy ProJecf No. 103072
DocuSign �nvelape IR: B797C5C8-5FB�-AC7fi-922F-OB435�63(lAE1
00 73 10- IS
Slandard City Conditions Of TF�e Construcfian Contract For C}eveloper Awarded Projects
Page [ 5 af 35
2) it will conforin substantially to t�e deiai�ed �-equirements of the iteln nanled in ilie
Contract DocYYments.
2. Substittrte Iterns:
a. If in City's sole dzscz�etion an itexn of rnaterial ar eq�ipinenf proposed by Contractor daes
i�ot c�ualify as an "or-equal" ite�n unde�- Paragrapl� S.OS.A.I, it may be subrnitted as a
proposed substitule ilem.
b. Cont�•ac�or shall subrnii suf�cie�nt infa��mation as pravided below to allow City to
deter�ine i� the item of materiai o�• equipzxzent proposed is essentially eq��ivalcnt to that
named and an acceptable substitute tlzerefor. Requests for review of pr-opased substitute
items oi' mate�-ial a�• ec�uipment will not 6e accepted by City fro�n anyone otl�er than
Contractoz•.
c. Contractor shall make written application to City for review of a proposed subslitute item
of maie�•ial or equipn�ent t�iat Con�•actar seel<s to fucnish or• use. The application sl�all
com�Iy witIl Section O1 25 00 and:
1) shall ce�•tify thal the proposed substitute item wil1:
i. perform adequately tlle functions and achieve tl�e results caIled fa�� by the �eneral
dcsig��;
ii. be similar in substance to tl�at specified;
iii, be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to whicla the �se ofi the p�'aposed substihrte item will prejudice
Con#ractor's achievemen� of final co�x�pletion on time;
ii. wllether use of tlie propo�ed suhstitute item in tlle War1� will ��equire a change in
any of tlle Cont�act Docu�nents (or in the p�-ovisions of any other drreci can�act
with City for other work on the Project) to adapt the design to the proposed
substitute item;
izi. whether incorporation or rise of the proposed substitute itez� in cannection witl�
the Work zs subject to payrn�nt of any license fee or royalty; and
3) will identify:
i, all variations of tihe proposed substitut� itein frozn t��at specified;
ii. available engineering, sales, maintenance, �epair, and replacerr�ent seivices; and
CITY OF FpRT WORTH Village Creek D'zslr€6ution Center
STANIIARb CC'['Y CONDITIONS — DEVELflPF.R AWARDED PROTECTS City Project Na. 103072
Revised: 7anuuy 10, 2d13
�ocu5ign Envelope ID: B797C5C8-5FBE-4C76-922F-QB435D630AE1
00 73 ] 0- 1 G
Standard Cify Conditions Of Tlie Constructian Contract For De�eloper Awarded Projects
Page l6 of 35
4) sliail contain an itemized esti�nate of aIl costs o�� credits that will result di��ectly o�•
izldicectly frorn �se of such suhstitute itein, including costs of redesign and Da�mage
Clai�x�s of other cai�%-actors affected by any resulting change.
B, Sicbstitute Ca��stl�icctio�i Methods o�� Pj�oceda�r°es: Tf a speci�c means, �ethod, technic�ue,
sequence, o�- pz•ocedure of const�-�etion is expY•essly �•equired by tk�e Contract Dacuments,
Contractor may fuz�nish o�- utilize a substitute nleans, m�thod, lecimique, sequence, or pracedure
of const��uction a�proved by Czty. Contractor sl�all submit suf�cient infarmation to a�low Cily, in
City's sole discretion, to deterinine that tl�e s�bstiiute proposed is equivalent to that expz•�ssly
called far by the Contract Documents. Contracto�- sl�all make written application to Ciry for
z�eview in tl�e same manner as those provided in Paragrapl� 5.05.A.2.
C. Cit��'s Evaluatio�z: City �will be aiIowed a�•�asonable time within w��icl� to e�valuate each
pz•oposal o�' s�zbmittal made p�t�-suanl to Pat•agraphs 5,05.A and S.OS.B. City inay r•equir•e
Cont�•actoa- to furnish additioi�al data about the proposed substitute. City will be the soIe judge of
acceptability. No "ox��equal" or substit�te w�ll be ordered, installed or �itilized untii City's review
is cornplete, wi�icl� will be evide�ced by a Change Order in tile case of a substiiute and ai�
accepted �ub�nittal �or an "or-equal." City wili advise Cont��actar in writing of its dete�-mination.
D. Special Gica�°antee: City may requiz-e Contractar to furnish at Contractor's expcnse a special
performanc� guarantee, wan�anry, or other surety witl� r-espect to any substit�te. Contrcrcto�� shc�ll
ir�de�n��ify a�zd Izold har�nless Cit�r and a�ayorae c�ir�ectly or i��directly el�zployed by t7zelaa fr�•onz ar7d
agai�zsi ar2y ufad all claim�s, dan�ages, losses ai�d expertses (ir2clr��clirzg attor�j2eys fees) ar�isi�ag ot�t
of tlae use ofsuUstitLitecl »�aterials o�' eqa�ip»zetzt.
E. City's Cost Reilnhursernent; City �vill recor•d City's costs in evaluating a substitute proposed or
submitt�d by Contractor p�rsuant to PaY•agrapl�s S.OS.A.2 and S.OS.B. Wllether or not City
approves a su�siitute so pz�opased or subinitted by Cont�actar, Contractoz� may be required to
reimbu�se City for evaluating eack� such pr�posed s�xbstitute. Cont��acto�• may also be �-eq�ued to
reimburse City for the chat•ges for malci�g changes in the Contraci Docurnents.
I'. Caatracta�°'s Experzse: Contracto�• shail provide a11 data in suppoi-� of any proposed substihite or
"or-equal" at Contractor's expense.
G. Sacbstitir.te Reimbicr�senier�t: Costs (savings a�' chargcs) attrib�tahle to acceptance of a substi�.ite
shall be incorporated to the Contract by Par�icipating Change Order.
5.06 P�-e-Qualification of Bicicler�s (Prir�ie Cont�°actors a�id Szrbcontr actor°s)
A. The Contractar and any subcont�•aciors are required to l�e prequalified for the woz�lc types
requiring pre-qualification
5.07 Concer•�zi�zgSubco�atractots, Sttpplie��s, mzdOthe�s
A. Minorit�� and Won�e�Z Owned Ba�si��ess EjateJprise Con�plrarzce:
CITY OF POFtT WOEZ'i'H
STANDARD CITY CON➢TTIONS — DEVELOPER AWAF2DEB PR07FCTS Villag� Creek �istributinn Center
Revised: January 10, 2013 C3ty Projeci No. 103072
DaeuSign Envelope ID: 6797G5C:E�-5FHt-4C76-922F-08435�630A�1
00 73 I {1- 17
5tandard City Conditions Of The Gonstruction Cor7tract For Devaloper Awarded Projects
Page 17 af 35
❑ Reqt�ired for this Cantract.
(.Ch:�k i€ii: b.i4 ii�ilicrc is uny C'ii�' I'ar�icipaticm)
❑ Nati Reqiiired far this Cot�h'act.
It is City policy ta eilsut•e tile fi�ll 1nd equitabic pa��ticipation by Mino�ity at�d Woulen BL�siness
Lnierp��ises (MWBE) iu the �roctii•etnent of goods and seivices on a cont�actual �asis. ii� the
Cozitract Doctiments p�-ovide for a MW�3� goa�, Cn�lt�•actor is requit�ed io coil��ly with the intent
of tl�e City's MWB� O��dinat�ce (as an�ended) by tlte following
l. Cont��actax� sl�all, u�on ��equest by City, pi'ovide campletc ancl �ccu��ate ii�foiznation regai'ding
ac�iial worlc �e�-fo��x��ed l�y a MWBE on t��e Conri•act aYid payment the�•efoz-.
2. Coilt��acioz- wi11 not inalcc �dditia��s, deletions, or su�istitutio��s o� accepted MWBE without
w�-�tten consent �f the City. Any u�justified cllange nr deletion s�iall �e a mate��ial b�-eacll of
Contract and may result zn de�am�ei�t in accordance vvith the pt•acedu�•es outlined in the
�i'C�111�11C�.
3. Cont��acto�• sl�all, l�pan request by City, allow a� audit al�d/or exaiiunation of aa�y baaks,
reco�•ds, or files in the possession of t��e Contractor that will subsiantiate the actt���l wox�lc
perfonned by a�1 MWBE. Material misre�t•esentatioi� of any nature will Ue grounds for
te����inatioti of the Contract. Any s�ach inisa•e�rescntation n�ay be grotiu�ds for disqr�alificatian
of Coi�t�•actoz� to bid on fuh�re contracts r�viih ihe City for a pez-iod of x�o� less tlian tlu�ee years.
B. Contt�actor sl}all be fii11y res�3onsil�le to City for aIl acts az�d o�nissio�ls of the �ubconri•actors,
Suppliers, az�d ot�ie�- inciividuals or entities �erfoi7��ing or fiunisl�i�ig any oi the Worlc just as
Conh•actor is responsible far Contracto��'s ow�1 acts and omissians. Notl�ing in the Contract
Doc�iinen�s:
1, shall ci•cate for ti�e Uexiefit of any suc� 5ubcontractor, Supplier, or othe�- it�divic�ua� or eiltity
any cont��achial relationship between City and any sucf� Su�cont�•actor, Supplie�� or athe�
ir�dividual oi• entity; nor
2. shall ct•eate any obligatio�� on the part of City to ��ay or to see to t�c paymeni of any maneys
due aily sucl� St��cont��acto��, Sup��lier, oz� otller individual or entity except as �nay othet�wise
be �-equu�ed by Laws and Regulations.
C. Ca�ih-actor sha11 i�e sole[y responsible for scheduiing and caordinating the Worlt o�
Subcontrac�ors, Suppliers, and othe�• individuals o�� entities pe�-fo�zning or furt�ishing any of tlie
Worlc under a dizect ai� inclirect contract vvit�� Contractar.
D. All Stibcontractors, Suppliers, atld st�ch otlier individuals o�� eiltities perfor�ning c�r fii��ishing
any of the Worl� sl�all conu�lunicate witl� City through Cor�tractoz�.
E. A11 Wo�•k pe��foz•�-��ed far Contracto�� by a St�bconiractor o�� Su�plier will bc pYu•suani to an
a�}�ropriate agrceinent between Contractor and the Subcont�actar oi• Supplier whicli specifically
i�it�ds the Sul�cont�•acto�• or Sup��liez- to the applicaUle terms and conditions of tl�ese Cont�-act
ci�r oF r=o�z�r� wox�rx
STANDAI2D C1TY CONDT'C[0�lS—DEVELOPERAWARDED VRQ,TECTS Village Crask Distribution Cen3er
Gity P�ojecl No. 103072
Revised:.Tafmary 10,2fl13
docu5ign Envelape I[3: B797C5G8-5FBE-4C76-922i=-OB435D63{7AE1
00 73 ] 0- I A
5tandard City Conditions df The Construcfion Contract F�or Developer Awarded Projects
Page l8 of 35
Documents, Contracto�� s��all provide City contract numbers and reference n�rmbecs to the
�ubcontractors andlor Stipplie�•s.
5.d8 Wage Rates
❑ Requiz•�d �o�- this Contract.
❑ Not Required fo�� this Contract.
A. Dacty to pay Pr�evaili�zg Wrage Rates. The Cont�•actor shail coinply with a11 req�iit•ements of
Chapter 2258, Texas Governznent Code {as ainended), including tl�e payment af not less than the
�-ates determined by the Ciry Council of the City of Fo�•t Wo��th to b� the pz�evailing wag� �•ates in
accoz�dance with Chapter 2258. Such p�-evailing wage rates are included in these Contract
Dacunaents.
B. Penalty,fo�� Violatiofz. A Contractor or aa�y Subcant�actar who does not pay tlle prevaiIing wage
shall, upon de�nand rnade by the Ciry, pay io tlae City $60 for caeh vc�arlcer e�nployed %r eaeh
calendar day or paa�t of the day tha� the worker is paid less than the p�•evailing wage �-ates
stipulated in tliese cont�-act documents. Tl1is penalry shall be z-etained by the Ci�y to affset its
adrninish•ative costs, purs��ant to Texas Govet�nment Code 2258.023.
C. Co�azpluirats of Violations and City Dete�°raziriatio�-a of Goad Caarse. On receip� of infot�rr�atzon,
inch�ding a complaint by a worlcer, conccrnin� an alleged violation of 2258.023, Texas
Goveinment Code, by a Contractor or Subconh•acioi-, the City shaiI ma1�e an initial
dete�-rnination, before the 31 si day aftcr tl�e date the City receives the info�•mation, as to whethe�•
good cause exists to believ� t1�at the violation occui7-ed. The City shall notify in writing tlle
Contractor oz• Subcont�•actar and any affected woz-lce�- afi its initial de�ei�niinatio��. Upon the
City's detei�rni�iation tk�at tl�e�-e is good cause to beli�ve tl�e ContractoY• o�• Subcontractox� has
violated Chapter 2258, ihe City shall �•etain the full a�nounts claimed by t1�e clai�nant o��
claimants as tl3e differene� between wages paid and wages due uaadez� the prevailing wage rates,
sucl� amounts being subtracted fiom successive progr•ess paymenis pending a final dcte�•mrnation
of the violation.
D. Aj•vitj�atior� Requir•ecl if Vialatiorz IV"ot Resolvecl. An issue relating to an alleged violation of
Section 2258.023, Texas Gove�•nment Cade, i�cluding a p�naliy owed to the City oz� an affected
r�vorker, shall be s�bmitted ta binding a�bii�ation in accordance vvitli the Texas Ge��eral
Aibitration Act (Atticle 22� et seq., Revised Statutes) if the Contractor or Subcont�•actor and any
a£fected worl�er does not resolve the issue by agreeinent before i�e l Sth day after the date the
City zir�akes its initial detei7nination pu�•suant to Pa�•ag�•aph C ai�ove. Tf ihe persons �•equi�ed to
arbit�ate under tliis section do not agree on an a��bi�tator before the l lth day a£ter the dat� that
arbit�ation is �•equiz•ed, a dist�•ict co��-� shall appaint an arbitratar on the petitian of any ai the
persons. The City is not a pai-ty ir� the at•bitration. The decision and avvard of the aibitz•atoz• is
�inal and binding on all parties a�d may be enfo�•ced in any cou�rt o� competent jurisdiction.
E. Reco��ds td be Mairztc�irzed. The Cont�actor and each Subcont�•actor sha11, for a�eriod of three (3)
years fallowing the date af acceptance af the r�aorlc, maintain recoz•ds that show (i) the narne and
CITY OF FORT WORT13
STANI3ARB CI'1'Y CONDIT`IONS -- AEVELOPER AWARDEB PROTECTS Village Creek Ristribution Center
Revised: Januaiy 10, 2013 City Project No. 103072
DocuSign Envalope ID: B797G5C8-5FBE-4C7Fi-922F-(}k�435�630AE1
OD 73 ] 0- 19
5tandard City Condiiions Oi ihe Construciion Contract For pevelapee Awardec4 Projects
Pagc [ 9 of 35
accupatiot� of each warlcer• eznployed by tl�e Cant�'actoi• in the canstz�uction of tlle Waric provided
far in this Contract; and (ii) tl�e actual pex- diem wages paid to each worlcer•. Tl�e records shall be
open al all reasnnable 17ou��s for inspection by tk�e City. Ti1e pro�isio��s of Paragz•aph 6.23, Right
to Audit, shall pertain to this inspection.
F. P�•og�°ess Pay�aze�zts. Wilh eacl� progress paymen� or payroll period, wilicheve�� is less, tl�e
Contz•actor shali submit an affidavit stating tlaat the Contractor l�a� coinplied witl� the
rec�uirements of Cl�apter 2258, T�xas Goveitilment Cade.
G. Posti�zg of Wcage Rates. The Cantractor shall post pz-evailing wage �•ates in a conspicuous p�ace at
all times.
H. Subcontyacto�° Canaplic��lce. Tlle Cont�•actor shall include in its su6cont��acts andloz- sl�aii
otherwise require all of its Subcont�•ac�ors to comply with Paragraphs A throYigh G above.
5.09 Paterzt Fees and Royaliies
A. To tlze,�'ullesi extent per�rnittetl by La�vs a�zd Regulations, Co���t���acta�� sliall irtde��i�zify u�zd l�olc�
har�rnless City, fi°o��7 and agaitzst all clai�ns, costs, losse.r, und damages (i��cltcdirtg b�st raot limited
lo all fees arzcl clzujges of engineers, architects, at%�•�aeys, atad other professio�zals and all cozrt•t
of• aj•bitr•atio�� or� otl2ej� drspt�te ��esalzttiot7 costs) a��isifzg ot�t of or• relating to a�zJ� i�afi•i�z.geme32t of
�c�te��t t�igl2ts or• cap,��r°igl2ts incide�zt to t12e ttse in t1�e perfoj��nzartce of tTie Wor1� o�� ��es�ultirzg fr•om
tlZe i�2cosporaiion in. the Warlc of ar�y invej7tio��, desig�a, pr•ocess, pr�Qcltcct, or device �7ot specifiecl
ita the Cat2t��act Docunzents.
5.10 �aws atzd Rega�Iatiofas
�, Contractar• shall give aIl notices required by and shall coinply with all Laws and Regulations
applicable to the perforina�lce o�' the Work. Exc�pt r�vhere otherwise expressly required by
applicable Laws and Regulations, tl�e City shall not be r�sponsible for mo�ito�-ing Con�tactor's
cozxapliance with any La�vvs o�� Regulations.
B. Z£ Can�-actar perfarms any Worlc lcnowi�g ar having reason to l�ow that it is coni�aYy to Larnrs
or Regulations, Contracto�• shall bear all clairxas, GQS�S, losses, and damages (including hut not
Iimited to all fees and charges of engineers, architects, attorneys, and otller professionals and all
caui�t o�• arhitration or othe�� dispute resolution costs) arising out of or r�lating to such Work.
Hnwever, it shall not be Contz�actar's responsibility to malte cei�tain i�at the Specifications and
Dz�awings are in accordance with Laws az�d Regulations, hut this shall not z�elieve Contractor of
Contz�actoz�'s obligations under Paragraph 3.01.
5.11 Use of Site r�nd Other• A�{eas
A. Limitation on Use ofSite alzd Otlaer ,�[reas:
1. Cantracto�• sha11 conf'ine co�s��uctian equipment, the storage of matez-ials and equipment, and
the aperations of workers to tl�e Site and othe�• ar�as permitted by Laws and Regulations, and
shall z�ot unreasonably enc�.imber ihe Site az�d other areas with construction equipment or
CITY flF FORT WORTFI
STANDARD CIT'Y CONDITIONS —DBVELOPE[Z AWAItaED P3tOI�.CTS Village Creek �isiriiauiion Cenier
Revisecl: Januaiy 10, 2U 13 City Project No. 103072
�ocu5ign Envelope IQ: B797C5G8-5FBE-4C76-922F-4B435D630AE1
OD 73 ] 0- 26
Standard City Conditions O# The Construction Contract For Devefoper Awarded Projecfs
Page 20 af 35
othe�- x�laterials or equi��r�ent. Contractor s11a11 assurr�e fi�ll �•es�onsibiliry fo�� any damage to
any such la�nd o� area, oz- to the owner or occupant thereof, ot• of any adjacent land or areas
resuliing fronl the perforrz�ance of tl�e Worlc.
2, At any tin�e w��en, in ihe judginent of t11e City, the Contracto�• has obstructed or closed o�• is
car�ying on operatio�is in a p�rtioz� of a stceet, right-af-way, or easement greate�• tllan is
neeessary for proper exeeution of the Wo�•lc, the City x�-�ay rec�uire tl�e Contractor to finish the
section an vcrhicli operations a�•e in progress befo�•e wo�-lc is coz��inenced on any additional
area of the Site.
3. Should any Datna�e Claitn be made by any such ownex- oz- occupa�t because of the
perfo�Ynance of th� Warl<, Contractor silall �romptly attempi to resolve the Damage Cfaim.
4. 1'iefsirant to Paragr�aph 5.18, Co��tr°actor• sl�all ir�clern��� and Izold 1�a��nzless Cit��, fi•on� a17d
agait�st all clain2s, costs, losses, a�zd danaages a�•r�sr�ng otrt of or- ��elating to cz�z�� claim or�
actian, legal or° eqtGitable, b��otrgl2t by a�:y stcch o�vner or occtcparat agai��st City.
B. Retnoval of Debris Du��i�zg Pef�o�-j�zdjzce of tl�e Worlc: Dui-ing the pro��-ess of tl�e Woric
Coa�tz-actor shall lceep the �ite and other ar�as free fi•oin accumulations of waste mate��ials,
�-ubbish, and othez- del�a�is. Removal and disposal of sucI� waste materials, rubbish, ai�d other
deb�•is shall eonfor�n to appiicable Laws and Re�ulatians.
C. Site Mc�i�2tenafxce Cleaning: 24 l�ours after written notice is given to the Cont��actor tl�at the
clean-up on iile job site is proceedi�g in a mani�er unsatisfacto�y to the City o�• Developer, if the
Contractor fails to correct the unsatisfactozy p�-ocedure, the City rnay take such direct action as
the City d�e�r�s app�•opriate to correct tlie clean-up deficienc�es cited to tile Cont�•acto�• in tlle
writ�en notice (by letter or clectronic cominunication), and silall be �ntitled to reco�e�- its cast in
daing so. Tl�e City may withhold Final Acceptance until clean-up is con�plete and cost are
recove�•ed.
D. Fifial Site Clea�iing. P�7or to Final Acceptance of t�e Worl� Cont�actor shall clean the Site and
the Worl� and rnal�e it z�eady far utilizatian by City or adjacent property owner. At the campletion
of the Worlc Contractor shall z•ez��ove fiam tl�e Site all tools, appliances, const�uciion equipment
and machinety, and suiplus rr�aterials and shall x-estore to ariginal condition or better all property
disiurbed by t11e Wark.
E. �oacli�zg St�•arcticr°es: Cont�actor shall not load noz• pe�-�x��t any pai-� of any st�ucture to be loaded
in any inanner that will endanger tlle stt-�cture, nor shall Contraciaz- subject any pai-� o�the Worlc
o�• adjacent prope�-ry to st�•esses or press��•es that will endanger it.
5.12 Recor�d Dacuments
A. Conhactor sha11 maintain in a safe place at the Site or in a place designated by the Cantractor
and appz�aved by the City, one (1) reco�•d copy of all Drawings, Specifications, Addenda, Change
Orders, Field Ox�dez-s, and written int�rpretations and clarifications in good order and annotated
to show changes made duz•ing const�-uction, These record doc�unents together with all app�•oved
CI'F'Y OF FQRT WOfiTH Village Creek Disiribuiion Cen€er
3TANDARB CITY CONDITIONS — DEVEI.OPER AWARI7ED PI207ECT5 Giiy Praject Na. 1 d3072
Revised: Ja��uary 10, 2013
Dacu5ign �nvelopa ID: 8797C5C8-5FBE-4C76-922F-08435D630AE1
00 73 l p- 21
Standard City Conditions Of The Construciion Contract Far Develaper Awarded Projecfs
Pagc2[ of35
San�ples and a coui�terpart of all accepted Subrr►ittals will be available to City for reference.
Upon completion of tl�e Wo�-k, tilese record documents, any o�eration and �naintenance manuals,
and Submittals will be delive��ed to City prior t� Fina1 Inspection. Cont�•actoz• shall i��clude
accuratE locations for• buried and im�edd�d iten�s.
5.13 Safet�� a�2cl Pl•otectr.o�a
A. Conf��actor sliail be solely respansibie far initiaiing, maintaining and supe�visiflg aIl sa��ty
precautions and ��•ogran�s in connection witl� tlle Wo�•lc. Sucl� ��esponsibiiity does no� �-elieve
Subcont�•actors of theit• responsibility fa�� tl�e safety of persons o�• pro�erty in the pez•fo�z�ance of
their wo�•k, nor for co�n�liance witl� applicabie safety Laws and Regulations. Cont�actot• slaall
tal�e ali necessa�y precautions for lhe safety of, and sl�all provide tl�e �lecessaiy protectian to
preve�t da�x�age, injuiy or loss to:
1. all persans on the Sit� or who may be affected �y tl�e Work;
2, all the Work and materials and equipment to be incoiparated t�icrein, whether in starage on
oz� off tl�e Site; and
3. other property at the Site or adjacent the�-e1o, including i�•ees, shrubs, lawns, wai�s,
pavements, raadways, str�ctu�•es, utilities, and Underground Facilities not designated fo�•
reinoval, �-elocation, ar replacenlent it� the course of cons��-uctian.
B. Cont��actor shall camply with all applicable Laws and Re�ulations relating to the safety of
pet•sons or propez-�y, or to tlle p�•otection of persons or propez•ry i�ra�n damage, injuty, or loss; and
shall erect and �naintain afl necessary safeguards for such safety and pzotection. Cantr•actor sha11
notify awners of adjacent propez-ty and af Undergro�i��d Facilities and othez• utility owners when
prosecution of ti7e War•lc may affect thein, and sha11 caope�•ate with them in the pz-otection,
re�noval, relocation, and replacement of their pz-operty.
C. Contracta�• sl�all comply with the applicable �-eq�.�itements of City's safety progranas, if ai�y.
D. Contractor shall infoiin City o� the specific requiren�ents of Cantractor's safety program, if any,
wiih �rvhich City's employees and rep��esentatives must colnply while at tli� Site.
E. A11 damage, injuiy, or loss to a�y p�•ape�-iy referred to i�1 Pa�•agraph 5.13.A.2 0�- 5.13.A.3 caused,
directly or indirectly, in vahole or in pa�rt, by Contractor, any Subcont�actor, Suppliez•, ox• any
otk�ez� individual or entity directly or indirectly einployed by any of them to perfot-�n any of the
Worlc, or anyone £or whose acts any of them inay be liabie, s�all i�e �-emedicd by Contractor.
F. Contz�actor's duties and responsibilities for safety and �ox� protection of �e Work shall continue
until such ti�e as aIl the Work is com��leted and Ciiy has accepted �he Work.
5.14 Safety Representative
Contzacto�� shall inform City in writing of Caniractar's designated safety representative at the Site.
CITY O�' FORT WORTH Village Creek Disiribution Center
STANDARD C3TY CpNBITIONS — DEVGLbP�'R AWARaED PR07ECTS Ciiy Project No. 103072
Revised: 7anuaty ]0, 20i3
QocuSign �nve[ope I[l: B797CbC8-5Fk��-4C76-922�-46435Dfi30AE1
00 73 t 0- 22
Standard City Conditions Of The Consiruction Contrect Far Developer Awarded Projects
Page 22 af 35
5.15 Hazar��d Comr�zasjziccatioja Pr•ogt�a�azs
Contracta�• sl�all be responsible for coo�•di��ating any �xchan�e of material safe�y data sheets o�� otl�er
haza�•d commu��ication info�-matian req�iired to be i�lade availabie to nr exchar►�ed beiween o�•
among einployers in accordar�ce with Laws or Regulations.
5.16 Sacb�nittals
A. Cor�t�•acto�- sl�ali submit requi�•ed Submittals to City for review and acceptance. Each subzni�tal
will be identi�ed as �-equired by City.
1. Submi� numbel• of co�ies specified in the Ge�e�-al Requirements.
2. Data shown on the �ubmittals wiil be complete with respect to quantities, dimensions,
speci�ed performance and desigi� criteria, znaterials, and similar data ta slaow City tl�e
seivices, arr�ale�-ials, and equipment Cont�actoz• pz•oposes i0 �l1'bVlt�� �I1C� �O enable City to
review the infori�aatio�� for the limited purposes ��equired by Para�raph 5.16.C.
3. Submitials submitted as herein provided by Cont�-actor and reviewed by City �oz
confo�-�nance with the design concept shall be executcd in confoi�niry with the Contr•act
DocYin�ents uniess othet�wise ��equired by City.
4. When SubmittaFs ax•e subrnitted for the putpose of showing the installation in g��eater detail,
their review shall not excuse Cantractor fi•om requirements sl�own an the Drawin�s and
Specifications.
5, Foi•-Infarmation-Only subn�itl�als upon whicll the Ciry is not expected to eonduct review ar
take responsive action may be so identif�ed in tlie Contract Documents.
6. ��zbmit required number of Sarnples specified in t11e Specifications.
7. C1earIy identify eacl� Sample as to �nate�•ial, Supplier, pez-tinent data s�icl� as catalog numb�z•s,
the use for vahicll intended and othe�• data as City inay i•ec�uire io enable City to review ttie
submittal for the limited pur�oses �-equired by Parag�•aph 5.16.C.
B. Where a Submittal is requued by the Contract Documents or the Schedule af Submiitais, any
related Worlc performed priar to Ciiy's �-eview and acceptance of the pe��tinent submittal vvill be
at the sole expense and responsibility of Coniractor.
C. City's Review:
City will pravide timely review o� requ�red Submittals in accardance wi�h the Schedule of
Sub�ni�als acceptable to City. City's z�ev�ew and acceptance will be only to dete�mine if the
items covex�ed by the submittals will, after instailat�an nr incorporation in the Work, confoim
to the information: given in ihe Contract Dacutnents and be co��npatible with the desig�
conce�t of the coinpleted Project as a fitnctianing whole as indicated hy the Contract
Documents.
CITX QF PORT WORTH Village Creak Oisfribution Ceniet
STAN17Al2U CITY CONT3�TIQ�lS—BEVELOPER AWARDE� PR07ECTS City Project No. 103a72
Revised:7anua3y [0,20[3
�ocu5ign �nve{ope i�7: i�7y7G5C8-5FSE-4G76-922F-(3B43b�fi30A�1
00 73 l Q- 23
5tandard City Conditians Of The Construction Contract For Developer Awarded Projects
Page 23 of35
2. Ciry's z•e�iew and acceptancc will not extend to mea��s, methads, techniques, sequene�s, ar
procedures of constructioi� (except wlzere a particula�• rneans, me�liad, tecliniq�e, sequence,
or p��ocedure af co�nstr«ction is speci#ically and expressly called fiar by the Cont�act
Docun�ents) or to safety p�-ecautions or p�'ogE•ams incident il�e�-eto. The review and
accepfa�lce o� a separate ite�i as sucl� will not indicate app�•oval of the asse�x�bly in which the
ite�n fiinctions.
3. City's review and acceptancc shall not reiieve Contractor from respa��sibiliry fo�• any
variation fram t11� requirements of tl�e Con�raci Docuinents unless Cont�•actar I�as complied
with the requirernents of Section O1 33 DO a��d City Iias given wt•itten acceptance af each
sucli vax�iation by specific wr•itten notation tl�e�•eo� inco�porated in ar acco�r��anying t��e
Submittal. City's review and acceptance shall not reIieve Contractor frorn responsibiliry fo�•
complyin� with the rec�ui�-e�nents oithe Contract Documents.
5.17 Cont�°acto�•'s Ge�ze��al Wa����ant�� and Guccra�xtee
A. Cont�•actor war�•ants and guarantees to City that all Woz•� will be in accordance vvith the Corzt�-act
Docunlents and will not be defective, City and its offcers, directors, merr�be�s, partners,
employees, a�;ents, consultants, a�1d subcann•actors sl7all be entitl�d to a-ely on representation of
Cant�•actor's warranty and guarantee.
B. Cont�•actor's waf-�•anty and g�iaz-antee ljereu�lder excl�des defects oz• damage caused by:
1. abuse, �nodification, or impraper maintei�a�ce or operation by persans other thail Contracior•,
Subconiractors� Suppliea•s; o�- any other individual o�• cntity for whom Cont�•actor is
�•espo�sible; o�•
2. norma( wear and tear unde�� nof•mal usage.
C. Contt•acto�'s obligation to perfoi7n and con�piete the Wo�-k in accordance with ihe Contz•act
Docui�lents shail b� absolute. Nane of the fallowing will constitute an acceptance of Work that is
not in accordance with the Cont�•act Docutn�nts or a release of Con�-actor's obligatiion to
perfa�� the Worlc in accordanc� with tl�e Con�iact Doculne�lts:
1, obs�rvations hy City;
2, recommendation or payment by Cify or D�veloper of any prog��ess oz� �nal �ay�nent,
3. the issuance of a cei-tz�cate of Final Acceptance by Ciry oa• any payment related the��eto by
City;
4. use o�• occupancy of ihe Wa��lc ar any pai� the�•eof by City;
5. any review and acceptance of a SYibinittal by City;
6. any inspection, test, ar approvai by others; or
CITY OF FORT WORTH Viliaga Creek C3isirihution Center
STANDARt3 Ci'CY CONDITIONS —i�EVF.,i.OPER AWP,]tDED PR07F.C'CS City Projeci No. 103a72
Revised: January [0, 2013
�ocuSign Envelape iD: �797C5C8-5F8E-4C78-922F-OB435D630AE1
00 73 L O- 24
Slandard City Conditions Ot The Construciion Contraci For beveloper Awarded Projecfs
Page 24 of 35
7. any coz•��ectio�� of defective Wo�•k by City.
D. Tl�e Con�ractor shall re�nedy any defects or datnages in the Wa�'lc and pay for a��y damage to
ottier• worlc o�� properry resulting therefi•om which shall appea�- witE�in a period of two (2) years
fi�oilz the daie of �'inal Acceptance of thc Worlc unless a longe�� pez-iocE is specified and shall
fixrnish a good and sufficient n�aincenance bond, complying witli the z•equi�-ements of Article
4.02.13. The City wil! give notice of observed de�ects witl� reasonable �romptness.
5.1 S Indemnification
A. Contractor coWena��ts and a�rees ta indemnify, hold hai�rnless and defei�d, at its own expense, the
City, its officers, seiva��ts and e�npioyees, fi'om and against any and all clairns ai-ising o��t of, or
aIleged to arise out of, the work a�d services to be performed by the Cont�•acto�-, its officers,
agents, er�ployees, subcont�actors, licenses o�- invitees under- this Contz•act. THIS
INDEMN�FICATION PROVISION IS SPECZFZCALLY INTENDED TO OPERATE
AND BE EFFECTNE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BE�NG ,SOIIGHT WERE CAUSED, IN WHOLE OR IN PART,. BY
ANY ACT OMISSZON OR NEGLIGENCE OF THE CITY, This inden�nity provision is
intended to include, withaut limitation, indemniry for costs, �x��enses and legal fees incui7-ed by
the City in defending against such claims and causes o�actions.
B. Cont�actor covenants and agrees to indemnify and hold harrnless, at its own expense, the City, its
officers, se�vants a�d employees, fi•am and against any and a11 Iass, damage ar destz�uction of
propez-ty of the City, arising ou� of, o�• alleged to arise out of, tl�e worlc and seivices to be
perfoi7ned by �i�e Contractor, its officers, agents, empioyees, subcantractors, licensees or invitees
under this Cont��act. TffiS INDEMNIFICATION PRO'V�SI�N IS SPECIFICALLY
INTENDED TO OPERA.TE AND BE EFFECTIVE EVEN IF ZT �S ALLEGED OR
PROVEN THAT ALL OR SOME OI+' THE DAMAGES BEING SOUGHT WERE
CAU5ED IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLrGENCE OF
THE CITY,
5. I 9 Delegation of Professiaraul Desig�z Se»�ices
A, Co��tractor will not be requued to pzovide prof�ssional design seivices unless such seivic�s are
specifically i•equired by the Contract Doc�znents �or a poY-�ion of ihe Wor�c or unless sucl�
services az-e requi�•ed to caiiy out Cont��acto�•'s responsibilities fo�• constcuction ineans, inethods,
techniques, sequences and procedYires.
B. If professional design s�rvices or cet-tif catians by a design professional related to systems,
rnateriais or equipment are specif ca11y requit•ed of Contracior by the Contract Doc�ments, City
wi11 s�ecify all perfor�nance a�ld design criter•ia that such services nnust satisfy. Contractor shall
cause such setvices or certificatio�s to be provided by a properly licensed p�-ofessional, whose
signature and seai shali a�pear on all d�•awings, calculatians, specifications, certifications, and
Submittals prepar�d by such professional. Submittals z�elated to the Work designed or certifzed
by such professional, i�pre�a�•ed by othei�s, shall beai such pz�o�esszonal's vcrritten a�api-oval wh�n
submitted to City.
CITY OF hORT WORTH Village Creek oistribution Genter
S'CANDPRD CITY CO�iDITIONS —D�VF,T.OP�R AWARDED PR07ECTS City projact No. 103072
Revised: 7anua�y l0, 2013
DacuSign �nvelope I[7: B797C5C8-5FBE-4C76-922F-OB435Dfi3[1A�1
00 73 ] 0- 25
5tandard City Condiiions bf 7he Cnnstruction Contract For �eveloper Awarded Projects
Page25 of35
C. City shall be entitled to rely t�pon the adequacy, accu�'acy and co�npleteness of the services,
certifications or app�•ovals per•formed 6y such design �rofessionals, provided City has s��ecified
ta Cont�•actor perfarmance and design criteria that sucl� se�vices �r�ust satisfy.
D. Pt�rsuant ta this Pa�•agraph 5.19, Ciry's review and acceptance of design calcYrlations and design
drawings will be o�1ly for the lirmited �utpose of checicing for confa�•mance with perforrr�ance
and design criteria given and the design concept expressed i� t1�e Cont�-act Documents. Ciry's
��eview and acceptance of Submittals (except design calculaiions and design drawings) wiI1 be
anly for the �urpose stated an Parag�•aph 5.16.C.
5.20 Right to Alcclit:
A. The City reseives the right to audit all projects utilizing City funds
B. The Cont�•actor agrees t17at the City shalI, until the expi�'atian of tl�ee (3} years after final
payment under tl�is CoYitract, have access to and the right to examine and photacopy any directly
perti��ent boo�s, docu�nents, papers, and recards ofi tl�e Contractox irzvolvir�� transactio�ls relating
to this Contract. Contracto�- agrees that the Ciry shall liave access during Regula�• Wox�!<ing Hours
to all necessaiy Contractar facilities and shalI be provided adequate and appropi7ate waz•k s�ace
ii1 order to conduct audits in campliancc with the provisions of this Pat•agraph. The City shall
give Cantractnr reasonabie advance notice of intended audits.
C, Conh•actoY• further ag�-ees to include in all its subcont�-acfis hereunder a provisian to the effect that
the subcontracto�• agrees tliat tlie Ciry shaii, u�til t��e expiration nf three (3) years afte�• final
payment under tl�is Contract, lla�re access to and the riglat to exan�ine and photncopy any di��ectly
pea�in�nt bool<s, documents, papers, and records of such Si�Y�coz�tx•acto��, involving hansactions to
the subcontract, and further, ihat City shali 11ave access during Regular Wo�-1<ing Hau1-s to all
Subcontractor facilities, and shall be p�-ovided adequat� and appro�riate worlc space in order ta
conduct audits in coinpliance witk� the �z�avisions of this Paragrapl�. The City shall give
Subconh•acior reasonable advance notice of intended audits.
D. Contractor and Subcont�actor agz•ee ta pi�atacopy such docu�nents as lnay b� requested �y the
City. The City agcees to reimburse Contractoz� foz� the cost o� the copies as follows at the rate
p�Ulished in the Texas Administrative Code in effect as of t�e time copying is performed.
5.21 No�zdiscrilninatio�z
A. Tl�e City is respal��ible for ope�•ating PuUlic Tz�anspartation P�•ograms and i�npleinenting t�ansit-
�•elated p��ajects, which are funded in part with Federal �a�ancial assistance ar�arded by the U.S.
Departinent o� Tz-ansp�rtation and the Federal T�•ansit Adax�inist�ation (FTA), r�vithout
discriminating agaz��st any person in the United Statea on the basis of race, caior, or natinnal
origin.
B. Trtle VI, Civil Rigl2ts Act of 1969 as a�net�ded.• Contractor shall comply with ihe �•equirements of
the Act and the Regulations as fu�•tl�ez� defined in th� Sup�lementaty Conditions for any project
receiving Federal assistance.
CITY QF FORT WORTI T Village Creek D'€siribution Center
STANDAIiD CITY CONDITIO�lS--DFVF.T.OPER AWARDED PROTIiCTS Ciiy Project No. 103072
Revised: 7anuaey [0, 2613
DncuSign Envelope ID: 8797C5C8-5Fi3E-AC76-922F-OB435�63f1AE1
00 73 10- 2G
Sfandard City Canditions Of �he Construciion Cnntracl For C]eveloper Awarded Projects
Pagc 26 nf 35
ARTXCLE 6— 4THER WORK AT THE SITE
b.01 Relatecl Woj�1c ai Site
A. City may perfoz•zxa otl�ez� work �•elated to the Project ai the Site with City's empioyees, or otlae��
C1Ey COfl�I'�Ci015, or thro��gh otl�er direct cantracls ti�e�•efor, o�• l�ave other worlc pe�•formed by
utiiiry owners. If sucll other wor� is not noted in the Cont�•act Docu�x�eR�is, tlien written notice
thereafwill be given to Contracto�• pr�a�- to starting any sucl� o�l�er wor�c; and
B. Contractor shall affard each othez- contractol• w1�o is a party to sucl� a diz-ect cant�act, each utiliry
owner, and City, if City is pel•foz-�ning other work with City's employees ar ather City
cont�-actars, proper and safe access to tk�e Site, provtde a i•easonable apportunity for the
int�oductio�l and starage af materials and ec�uip�ent and tlie executian of such otl�ez• wo�-1<, and
p��o�erly coo�•dinate the Worl� with t��ei��s. Contracto�� shall do all cutting, �tting, and patching of
the Worlc that may be ��ec�ui�-ed ta prop�rly connect or otherwise make its seve�•a1 parts co�ne
together and properiy integrate witl� such other• work. Contractor sliall not endanger any worlc of
others by ci�tting, excavating, or oihe�-wise altering such woilc; provided, hawever, ti�at
Coz�tz•aclo�- rr�ay cut o�• alter othe��s' worlc with tl�e w�7tten cans�nt af City and the othe�-s wllose
worlc will be af�'ected.
C. Zf il�e praper execution or �•esults of any par� of Conh•acto�•'s Worlc depends upon wo1•k
performed by others under tllrs Articie 7, Contz•acior shall inspect such otile�• worlc and p�-omp�Iy
report to Ciry in w�-iting any deiays, defects, or deficiencies in such ather work that rendez• it
unavailable or unsuitabie fo�- �he proper execution and results of Cont�•acto�•'s Worl�. Cont��actor's
failure to so �•eport will const�tute an acceptance of such othe�• woz-1c as fit and p�•ope�� for
integration with Contracto�•'s Work excepl for latent defects in the work p�ovided by otIiers.
ART�CLE 7 — CITY'S RESPONSIBILYTZES
7.d1 Inspections, Tests, a�zdAppi�ovals
City's Y•esponsibiizty with respect fo cel�tarn inspeetions, tests, and approvals is set forth in Pa�•agz�aph
11.03.
7,02 Liri�iiatio�is o�z City's Responsibilities
A. The City shall z�at supervis�, direct, or have contzol or authority over, nor be responsible �or,
Contractor's means, �nethods, techniques, sequences, o� procedures of construction, or tlie safeiy
precautions and programs incident thereto, o�• for any failure of Con�actor to comply with Laws
and Reg-��lations a�piicable to the pezfo�ma.nc� of the Worlt, City will not be r�sponsible fo��
Contz•actor's failure to perfa�-m the Woil� in accardance with the Cont��act Documents.
B. Ciry will notify t11e Coni��actor af applical�le safety plans pu�suani to Paragraph 5.13.
C3TY OF FOR'I' WOR"�H Village Creek �istributlor� Center
S'I'ANDAFtD CITY COMSITIONS—DEVFLOPER AWARDEB PRO]�:CTS City Projeci Nu. 103Q72
Itevised: Januairy ]0, 2013
€]ocu5ign Envelope ID: E�797C5C8-5FBE-4C76-922F-OB935D630AE1
00 73 l0- 27
Standard City Conditions Of The Construcfion Contract Far beveloper Awarded Projects
Pagc 27 of 35
7.03 Corzzplia�zce ��vitla Safet�� P��og�•ar��
While at tlle Site, Ciry's em�Iayees ar►d representativcs sl�all compiy with the specific a�plicable
�ec�uire�nez�ts o� Contractar's safety prograins of which City l�as beer► infoY�ed purs��ant to
Paragraph 5.13.
ARTICLE $— C�TY'S OBSERVATION STATUS DURING CONSTRUCTZON
8.01 City's Pt•oject Repr�ese�ztatrve
City will provide one or more P�•oject Rep�•esentative(s) during the const���iction �eriod, Tl�e duties
and responsibilities dnd the limitations of authority of City's representative du�•ing construction a�•�
set foz-th in the Con�ract Dacuments.
A. City's Project Repi•esenfative will inal{e visits to the Site at inteYvais appropria�e to the variot�s
stages of co��structian as City d�ems necessa�y in order to abserve the progress tha� has been
made and t�ae c�ualzty of the va�•ious aspects of Coni��acto�'s execuied Wnric. Bas�d on
information obtained du�-i�ng such visits and ob�ervations, City's Project Representative will
det�rmi�ie, in generai, if the Worlc is p��oceeding in acco�•daf7ce witl� tlie Contract Documents.
Ciry's Project Rcp�•esei�tati�e will not b� rec�ui�-ed to malce e�austive or continuous inspections
on �lle Site to checic tlie quaiity or c�uantiry af tlie Wo�-1<. City's P�'oject RepY•esenlative's effarts
will be d��-ected toward providing City a gi•eater de�ee of confidence that the completed Work
will confoi7n generaliy to the Contract I]ocumenfs.
B. City's P�-oject Representative's �risits and obseivations a�-e subject to all th� limitations on
autlloriry and r�spo�asibility in the Cant�act Documents.
8.02 Autharrze�l Ijat�iatians in Woj•k
City's P�'oject Representafive rr�ay authorize minor variations in the Wor1c f��om the requirements of
the Coniz-act Docu�nents which do not in�voIve an adjustzx�ent in the Conh•act Price or tlie Cont��act
Time and a�•e compatiUle with the design concept of tl�e compleied P�aject as a fixnctioning whole as
indicated by thc Contract Documents, These may he accomplished by a Field Order and vcrill be
binding on City Developer, and alsa on Cont�actor, who shall pe��form th� Worlc involved pra�nptly.
8,03 Rejectirzg Defective Wor�k
City wi11 have authority to rejec� Worlc which City's Project Representative believes to b� defective,
or vcrill noi p3•oduce a completec� P�•oject that confor�ns to the Contract Documents o�� that will
px-ejudice the integ�•ity of the design concepi o� the completed Project as a functioning whole as
indicated by the Cont�•act Dacuments. City will have authority to conduct special i�spection o�•
testing of ihe Woz�ic as provided in Article 11, wheiher or not the Worlc is fabricated, installed, or
com�leted.
CITY OF FORT WORTH Village Creek Distribution Cer�ter
STAZJDARA CITY CONDITIONS—DEVELOP�R AWARDEDPRO.TECTS City Project No. 103072
Revised: 3anuary [ �, 2U 13
DocuSign �nvelope ID: B797C5C8-5FB�-4C7fi-922F-OB435D630AE1
00 73 i 0- 28
Standard City Conditions Of The Construction Gontract For Developer Awarded Projects
Page28 0(35
8.04 Dete��nzir��atrorts for Wo1-Iz Perfo� �rzed
Cont�•actor will dete�-rnine the actual quantities and classifca�ions of Work perforined. Ciry's Px-oject
Representative will review wi�h Contractor fhe preliminaiy detex��-ninations on s�rcl� matters befoz•e
i•endering a�written recommcndation. Ciry's wj•itten decision will be �nal (except as modified to
reflect changed factua.l conditions o�• z�noz�e acci�rate data).
ARTICLE 9— CHANGES IN THE WORK
9.01 .4tttla�or�ized Claanges i�� the Woj�le
A. Without invalidating the Contract and without notice to a1�y su�•ety, City may, at any tiEne o�'
fi•om time to ti�x�e, order Extta Work. Upon natice of sucl� Extra Wo��ic, Cont�•actor �l�all
promptly �roceed with the Work involved which will be pez-formed undec ihe applicable
canditions of the Contr•act Documents {except as otllerwise s�ecificaliy provided}. E�tra Worlc
shall be memorialized by a Participat�ng Change Ordcr r�+l�ich may or may no� precede ai� order
of Ext�-a work.
B. Foc mino�• cliang�s of Wo�•Ic not requix-ing changes to Contract Tirne or Contract Price on a
project with Crty participatiarl, a Field Orde�• znay be issued by the City.
9.02 Notif cation to Szu�ety
If the pravisions of any bond require notice to b� given to a surety of any chang� affecting the
genez-ai sca�e af th� Wo�•k or tlie provisions of tlie Contract Documents (including, but not limited
to, Co�trac� Price or Contract Time), tlie gi�ing of any s�rcl� notice will be Contractor's
responsibiliry. Tlle amount of each applicable i�ond will be adjusted by the Contractoz- to �-eflect the
effect of any such cl�ange.
ARTICLE 10 --- CHANGE OF C4NTRACT PRICE; CHANGE Or CONTRACT TIME
10.01 Cha�zge of Co��trrrct P1�rce
A. The Cont�•act Price may only be changed by a Pai�icipating Change Ox�de�� for p�•ojects with City
participatian.
10.02 Cha�2ge of Co�zt�act Tiraze
A. The Contract Time inay only be cha�ged by a Pai-�icipating Change Oz•der %r projects with City
pa�-ticipatian.
10.03 Delays
A. If Contractor is deiayed, City shall not be liable to Contractor fo�- any claims, costs, losses, or
daznages {including but not limited to all �ees and cha�ges of engineers, a�-chitects, atYorneys, and
other pro�essionais and a11 cou�� or aibitraiioz� or other dispute �•esolution costs) sustaincd by
Cont��actar on oz� in cannection r�vitl� any oth�r project o�� anticipated �roject.
CIiY OF FORT'WOR'1'I�
STAN�ARD CITY CONI�i`iIQNS —DEVELOPER AWATtDED PR07ECTS Village Creek Distribution Cenier
Rcvised: Januaiy 10, 2p13 Ciiy Projecl No. #03072
�ocu5ign Envelope ID: B797C5C8-5FB�-4C76-922�-{3�435D630AE1
RD 73 3 0- 29
5tandard C€ty Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 af 35
ARTICLE ll— TESTS AND IN�P�CT��NS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice af Defects
Notice af all defective Work of which City I7as actual knowl�dge will be given fo Cont��actor.
Defective Wor�c inay be rejected, corrected, or accepted as provided in tk�is Ar�icIe 13,
11.02 Accesa� to YYoj�1�
Ciry, indeper�denf testiug laborato�•ies, and govei�nmez�tai agencies witll jurisdiciional interests wilI
l�ave access to the Site and the Work at �•easonable times fox• tl�eir obseYvation, ins�ectian, a��d
testing. Contractor shall p�•avide them proper and safe conditions foa� sEicll access and advise then� of
Contractor's safety p�ocedu��es and pz-ograms sa t11at tli�y i�7ay coinply therewith as applicablc.
11.03 Tests a��d Inspectio��s
A. Contractor shall give City timely �3otice of readiness of i�e Worlc for all requi�•ed inspections,
tests, oj• approvals and sl�all cooperate with inspec�ion and testing personnel to facilitate required
iuspections o�� tesis.
B. If Conti�act Documents, Laws or Regulations of any �ublic body k�aving jurisdiction require any
of t11e Wot•k {or pat•t therea� to be inspected, tested, or approved, Cont�-aclor shaIl assume full
responsibiIity for arcanging and ohtainin� such independent inspections, tests, retests or
approvals, pay a11 costs in connection tl�e�•ewith, and fiu�ish City the required ce�-tifca�es of
inspection oa- app�'oval; exceptin�, l�oweve��, tl�ose %es speci�cally identified in tl�e
Su�plementary Conditions o�• any Texas Department af Licensu�'e and Reg�lation (TDLR}
inspections, which shall be paid as describ�d in the Supplerz�entary Conditions.
C. Cont�actor shall be z-esponsible for arranging and obiaining and shall pay all costs in coiu�ection
witl� any ins�ections, tests, re-tests, o�• approvals req�iired faz- Cily's acceptanc� of materiais oz•
equipment to be incaiporated in the Woric; or acceptance of mate�-ials, xnix designs, or equipment
subrr�itted for approval p�-ior to Contractor's pt.u•c�ase thereof for incorpoz•ation in the Worlc.
Such inspectians, tests, re�tests, ar approvals shall be perfat•med by organizations approved by
City.
D. City may a�-��ange for ihe seivices of an independent testing laboratozy {"Testing Lab") to
perform any inspections or test� ("Testing"} fo�• any pa�� ai the Work, as deterrnined solely by
�i�y.
1. City will coo�•dinate such Testing to the extent possihle, with Contracfor;
2. Should any Testing under this Section 11.03 D result in a"faii", "did not pass" oz• other
similar negative �-esult, the Contractor shall be responsible �or paying for any and all retests.
Contractor's cancellatio� without cause af City initiated Testing shall be dcemed a negative
result and �•equit•e a ret�st.
CITY OF FpRT WORTH Viliage Creek Qistrihution Center
STANDAIZD CiTY CONDITIONS -- AEVELOPER AWARbFT3 PROTECTS City Project No. i 03072
Revised: 7anuaiy 10, 2013
aocuSign En�elope l�: a797G5C8-5F�E-4C76-922F-OB435D630A�1
00 73 l0- 30
5tandard City Condiiions Of The Construction Contract Far devefoper Awarded Proj�cts
P�ge 30 of 35
Any amounts owed for any retest under tllis Section 11.03 D shall be paid di�•ectly to the
Testi��g Lab by Contracto�•, City r�ill fo�•ward aIl invoices far �-etests to
D evelop e�-IContx-actor.
4. �f Contractor �ails to pay the Testing Lab, City wiil not iss�ie a lette�- of Final Acceptance
until tlae Testing Lab is Paid
E. Zf any Work (or the woric nf others) that is to be inspected, tested, oz� approved is cavered by
Contx•actox- withou� writEen concu��•ence af City, Cont��actar� shaIi, if requested by City, unco�e�•
such Work foz• observation.
11.04 U�acove��i�7g Wat•1z
A. �f any Worlc is covered contraiy to the Cont�-act Documer�ts or spccific instructions by the City, it
must, if �-equesCed 6y City, be uncovered foi• Cit�'s obseivatian and �•eplaced a! Contractor's
expense.
i 1.OS Cr.'t�� Muy Stop tlie Wot•Ic
If th� Woz-lc is defective, or Contraetor faiis to s�ppIy suffieient sicillcd wo�-kei-s o�' suitable rnaterials
ot• eq�ipmeni, o�� fails to perfor�r► the Wa�•ic in sucl� a way �hat the completed Woa�k will confoi�n to
the Contract Documents, City zx�ay oz-der Coni1'actor to stop t11e Work, or any poi•tion the�-eof, until
the cause for suc11 arder has been eliminated; however, this right of City to sto� the Wor�C shall noi
give rise to any duty on the part of City to exex�cise this righE for the benefit ai' Contractor, any
Subcontracta�', any Suppli�r, any other individual ar entity, oz- any surety for, or ernployee or agent
of any of tl�em.
11.00 Coj•r�ectioli orRenzoval afDefectrve Wo�•Ic
�. Protnptly after receipt of written natice, Co�nt�-actor shall carrect all d�fective Worl{ �ursuant to
an acceptable sch�dule, �vhe�I�er ar• not fabricated, i�staIled, ar cornpleted, or, if the Wo�•k has
Ueen rejected by City, �•einave it fi�o�n the Projeci and replace it with Worlc thai is not defective.
Contractoz shall pay all claims, costs, additional tesiing, losses, and da�:aages (including but not
limited io all fees and cha�•ges o� engineers, architects, at�oi-neys, and other p�ofessior�als and ail
cou��t or arbit�ation or other dispute z•esoiution costs) artsing out of o� relating to such corz•ection
or re�noval {incl�tding but not liinited to all costs o� xepair or replacemeni of woric af others).
Failure to require the i•einoval of any defective Worlc shall not canstitute acce�tance of such
Worl�.
B. When co�xecting d�f�ctive Wot1� under the tei-ms of this Pa�•ag��aph � 1.06 or Paragr•aph 11.07,
Coni�actor shall tal�e na action tha� wo�1d void or otherwise impair City's special wai7anty and
g�.ia��antee, if any, on said Wark.
I 1.07 Cor�ection Period
A. If wiihin two (2} years after �11e date of Final Acceptance {or suc� longez period of tune as �nay
be prescribed by the tezxns oi any applicabie special guarantee requi�ec€ by the Contract
CITY OP PORT WORTH
STAI�TDARD CIT`Y CONBTTTO�S —DEVELOPER AWAILDED PR07FCTS Viliage Greek Distrihution Center
Revised: Iauuary i 0, 2013 Ciry Praject No. 103072
�acuSign Envelope [D: B797C5C8-5F6E-4C76-922F-OB�}35p630RE1
0� 73 l0- 31
5iandard City Conditians Of ihe Conslruction Contract For Deve[oper Awarded Projecfs
Pagc 3 9 of 35
Dacuinents), any Worlc is fou��d to be defective, a�- if tE�e re�ai�• of any da�r�a�es to tile lar�d or
areas a��ade availabie for Conti•actor's use �y City oz• per�nitted by Laws and Regulations as
canteinplated an Para�raph S.lO.A is found to be defective, Contractor s1�ail promptly, vaitho�it
cost to City and in accoz-dance with Ciry's written inst�•uctions:
1. repair sucl� de�ective Iand or areas; or
2. co�-x�ect such de�ective Wo�•1c; or
3, i� the defectiv� Work lias been rejecied by City, remove it fi•or7� tfie Project and z•eplace i�
witl� Work t��at is not defective, and
�. satisfactorily co�•rec� o� repair or r•emove a��d z�epIace any da�nage to other Wo�•lc, io the wark
of ot��ers or ather land or areas resuiting the�•efi•o�.
B. If Contractor does nof pt•am�tly camply wzt� the �erms of City's writlen inst�uctio�as, or in an
c�e�•gency where delay would cause serious rislc of Ioss or damage, City may have the defective
Worlc corr�cted o�- re�aired or rr�ay have the rejected Wo��� removed and replaced. Ail claims,
costs, losses, and da�nnages {including but not limited to all fees and charges of �ngineers,
architects, attorneys, and othea� professionals a.nd all cou��t or oth�z• dispute resolutian casts)
arising out of o�• rela�ing to such corz•ection a�- repair or such removal and replace���ent (including
bu! not limited to a11 costs of re�ai�� or t•eplaceza�ent of warlc of othei•s) wilI be paid by Coa�tractor.
C. Where defective Work {and damage to other Work resulting therefiom) has been con-ected or
z-emoved and �'eplaced under this Paragraph 1 I.07, the co�7�ection period hereundez� witl� respect
to suck� Worlc n�ay be required to be extended fo� an additional period of one year after the end
of tlie initzal co�-x-ection pe�•iod. City sllaIl �rovide 30 days written noticc to Con�ractot az�d
Develope�• should sucl� additianal wa�7�anty covera�e he required. Contractor's abligations under
this Pa�•agraph I i.07 are in addilion tq any oth�r obli�;ation or warraniy. The pravisions of this
Paragraph 11.07 s�ail not be const�-ued as a substitute for, or a waiver of, the pra�isions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Wor1z
A. If Con�t•actar fails within a�easanable time after w�•itten noiice fi�om. City to coi7ect defective
Work, ar to remove and replace rejected Woric as rcquired by City in accordance wit� Paragraph
11.06.A, or ii Contractor fails to perfo��n tl�e Wo�•I� in accordance with ihe Contraci Docu�nents,
or if Cant�•actoz• �ails to cornply �vith any other provision of the Contract Docuinents, City may,
after seven (7) days w�•itten notice to Contractor and the Developer, co�rect, or remedy any such
de�'iciency.
B. In exercising the rights and remedies unde�• this Parag�aph 11,09, City shall proceed
cxpeditiously. In connection with such cnrrective or remedial actioz�, City may excl�de
Conh-actor from all ar part of the Siie, talce �ossession of all or par-t of ihe Wo�•l� and suspend
Cont�-acioz's seivices relaied thei•eto, and inco�porate in the Wark all materials and equipment
ineoiporated in tl�e Warl�, stored at ihe Site or for whzc� City has paid Coni�•actor but whicli are
CCTY OF FORT WQIZTH Village Creek Distribution Center
STANT3ARD CITY CONDITIONS — iI�.VELOPER AWARDEA PR07EC"iS City �rojecl No. S 03072
Revised; 7anuaiy [0, 20[3
pocuSign Envelope IR: B797C5C8-5FBE-4C75-922F-OB435D630AE1
00 73 10- 32
5tandard City Conditions Of The Construciion Contract For Developer Awarded Prajects
P�ge 32 of 35
s#ored eIsewher•e. Cant�-actor- shall allow City, City's ��e�resentatives, a�ents, C0115L1���f1�5,
employees, and City's otl�ez� cont�-actors, access to the Site to enable City to exercise tl�e rights
and reinedies under this Parag��ap��.
C. All claims, costs, losses, and da�x�ages {including but nol limited to all fees and charges of
engineers, arcl�ilects, attoi�eys, and otl�e�- p��ofessionals and all court or other disp�te �-esolution
casts) incu�7•ed or sustained by City in exe�•cisia�g the ;-i�ilts and remedies under this Parag��aph
13.09 wili be charged against Contractor, and a Cl�an.�e O��der wiIl be issued inco�porating the
necessa�y z-evisions in the Contract Documents with respect to t[le Worlc; and City sllail be
entitled to an appz-opz-iate decrease in the Cont�•act Price.
D. Contz•acto�- shalI not be allowed an extension of the Cont�•act Ti�ne because of any delay in the
perfortnance of tl�e Worl< attributable to the exercise of City's �-ights and remedies under this
Pa1•agcapl� 11.09.
ARTICLE 12 �- COMPLETZON
12.01 Corztr�actor•'s Warranty of Title
Contz�acto�- warrants and guarantee� tlzat titIe to alI Work, materials, and equip�nent covered by any
Applicatior� foz• Payment will pass to City no latei� than the tiine of Final Acceptanc� and sliall he
fi•ee and clear of all Lie�s.
12.02 Par�tial Utilizatio��
A. 1'rior to Final Acceptance af all the Work, City zx�ay use or occupy any substantially completed
part of ti�e Work which has specificatly been identified i�n the Contract Documeilf�, or which
City, c�eterrnines constilutes a sepa�•ately f�xnctioning and usable paz-t o� the Wor1� tliat can be
used 6y City fo�• its inte��ded pu�pose without significant intez�Ez•ence with Cantractor's
performance of tize remainder of the Work. City at any time i1�ay notify Cont�-actor in wi•iting to
pe�rnit City to use or occupy any such pa�ri o�the Wo�lc which City detei�nines to be zeady �or its
inte�ded use, subject ta the following conditions:
1. Conh•actor at any time may notify City zn writing t11at Contractar• consideis any such part of
the Work �•eady for its intended use.
2. Within a reasonable time after notification as enumerated in Paragi°a�h 14.OS.A.1, Ciiy and
Cont�•actor shall ma�c� an inspection af that pa��t o£ the Worlc to deiermine its status of
com�letion. If City does not consider ihat �art of the Wor�C to be substantially complete, City
will notify Cont�actor in wziting giving the reasons therefor.
3. Partial Utilizaiion will nat constitute Final Acceptance by City.
12.03 Fi�aallnspeetion
A. Upon w�-itten natice from Contractor that the entire Woz-1� zs cainplet� in accordance with the
Contract Dacuments:
C]TY dF FOTZT WOR'T'H Villege Creek Disiribulion Cenier
5TAt�lDARB CITY CONAIT[ONS — DEVELOPER AWARDEiI PR07ECTS Ciiy Project No. 103072
Revised:Ianuaiy {�, 2013
pocuSign Envelope ID: E3i9iC5C8-5F8E-4C7fi-822F-OB435R630AE1
00 73 ] 0- 33
Siandard Cify Conditions Qf The Construction Contract �or Deve[oper Awarded F'rojects
Page 33 of 35
1, witi�in 10 days, City w�ll sc{iedule a�'inal �nspectian with Conl��actar.
2. City wiil nntify Contractor in w�•iti�g of aIl particulars in whicll this inspectian reveals that
tl�� Work is incomplete or defective, Coz�traclor sliall irnmediately take sucl� measures as are
necessazy to complete such Work ar �•emedy such deficiencies.
12.04 Fir�al Acceptas�ce
A, Upon completion by Cont��actor ta City's satisfaction, ai' any additional Worlc identified in the
Fznal �nspection, City will issue ta Cont�•actox� a ietter of Final Acceptance t�pon the satisfaction
of the foliawing:
1. All docuinentation called fot• in til� Cont�-act Documen�s, including but not Iimited ta tl7e
evidence of insurance required by Paragraph 5.03;
2. consenC oithe sLu•ety, if any, to Final Acceplance;
3. a list of a1I p�nding or released Darna�e Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective reieas�s aa� waivers {satisfacto��y to
City) of aIl Lien rights a�•ising aut of or Liens filed in connection with the Wai•k.
S, after aI1 Damage CIaims l�ave been resolved:
a, directly by the Contractoz- oi•;
b. Contractor provides evidence that the Damage Claim has been re�oi•ted to Cont��actor's
ins�rance provider fo�� ��esoi�ti�n,
b, I�suing Final Acceptance hy tlie City shall nat relieve �e Contractor of any guai•antees or
other requirements of tl�e Cantract Docum�nts which sp�cif caIly continuc thereafter.
ART�CLE 13 — SUSPENSION OF WORK
13,01 C1tyMaySt�sperzcl Woriz
A. At any tiine and witho��t cause, City may suspend the Wor�c o�' any portian thez•eo£ by wi�tten
notice to Contractor and which ir�a�r �x the date on w�ich Work vsrill be resumed. Co�n�-actar
shall resu�ne the Work on the date so fixed. During tempora�y suspension of the Wark covered
by these Contract Documents, fo�� any reason, the Ciry will stop contract time on City
pai-�icipatian projects.
B. Should t�e Contractor not be able ta co�nplete a portion of the P�•oject due to causes beyond the
control of and wrthout the fauit or negligence af the Cont�•actor, and should it lae determined by
mutual consent of the Contractar and City that a solution to allow cons�uction to p�oceed is not
C{TY OF FORT WORTf-1 Village Creek Disiribuiion Cenier
STANDARD CITY CONDITIONS — DEVELOPER AWAR[aF.,A PRQJECTS Ciiy Project No. 103072
Revised: 7anuary 10, 2013
l�acuSign �nvelope IR: B797C5C8-5�B�-4C76-922F-08435D630AE1
00 73 10- 34
Standarc4 City Conditions Of The Construcfion Coniract For �Ev�loper Awarded Projecls
Page 34 of 35
available within a�-easonable period of time, Cont��actar znay z�et�ues� a11 extension in Contract
Time, di��ectly attriE�utable to any sucl� suspensian.
C. If it sliould becanne ��ecessaiy to s�spe��d il�e Worlc for an indefinite period, t11e Cont�•actor shall
store a[1 materials in sucl� a manner that tiloy will ��ot obst�uct oz� ia��pede the public unnecessarily
nor become dainaged in any way, and he s1�a11 take eve�y precaution to prevent da�l�age or
deteriaration of the wo�•k performed; l�e shali provide suitable d��air�age about the wark, and erect
ten�porary sttuctures wllere necessary.
ART�CLE � 4 — MISCELLANEOI]S
14.�1 Givi�7gNotice
A. Whenever• any provision of the Contract Dacuinents requir�s the �iving of written notice, it will
be deem�d to l�ave been validly given if:
delivered in person io the individi�al or to a merr�ber of the fi�m or to an oi'ficer of the
corporation for wham it is izatended; or
2. delivered at or sent by registered ar certifed mail, postage prepaid, to tlle last business
address lcnown to the givez• of the notice.
B. Business address changes z�nUs� be p�'omptly made in writing ta ihe otiler party.
C. W�ienever the Co�tract Documents speciiies giving notice by electronic means s�ch electR�onic
notice shaIl be deemed su�'�cient upon confi�•mation of receipt by the �•eceiving pa�•ty.
14.02 Comptctatio�� of Tin�es
Wl�en any pea-iod of time is referred to in the Contract Documents by days, it will be computed to
cxcl�de ihe frst and include tiie last day of such period. Z�the lasi day of any such per•iod falls on a
Saturday or �unday o�• on a day rr�ade a legal 1loliday tl�e next Wo�-icing Day shall become the last
day a� t��e p���iod.
14.03 Cunzulative Renzedies
The duties and obligatians imposed by these Gene�•al Ca��ditions and tl�e i-ights and rezxzedies
available hereunder ta the partie� �e�-eto are in addition to, and a��e not to be construed in any way as
a Ia�itation of, any rights and remedies availabie to any or ail of ihem whic�� are o�ll�rvvise itnposed
or a�ailable by Laws or Regutations, by special wa.�ranty ar guarantee, or by otk�ex� provisions of ihe
Conhact Documents. The provisions of this Parag�•aph will be as effective as if repeated specifically
in the Coniraet Docurz�.ents in connection with each particular duty, obligation, r-ight, and re�edy to
which they apply.
CITY OF FOR�' WOC2'CH Vi[lage Creek Distributian Genter
STAIVI]ARD CITY CON�IT[OAIS —DEVELOPER AWARl7ED PR07ECTS Gity Project No. 108072
Rcvised: 7anuaiy ]0, 2013
DacuSign Envelape ID: B797C5C8-5FB�-�4C76-922F-OB435DEi30AE9
00 73 lU- 35
Standard City Conditions Qf ihe Construction Contracl For �evelaper Awarded Prajects
Page 35 of 35
14.d4 Su�•vival of Obllgatiol7s
A!1 representations, indei�ani�cations, war��anties, and gt�a�•at�tees n�ade in, r•equi��ed by, or given in
accordance wit11 the Cantr•act Docuzne�is, as weil as ali continuing obligations irxdicated in the
Ca�itract Docu�n�nts, will suivive iinal paymcnt, completion, and acceptiance of the Worlc oz-
terRr�ina�ion or carr�pletion of the Contract or tei7nination of tlle seivices of Cantractor.
14.�5 Headings
Article and paca�raph headings a�•e inse��ted for convenience o�ly and do not constitute parts o� these
Genera� Conditions.
CITY OF FORT WbRTFI
STA�I�? FtD CITY CONDITIONS — D�VF.,i3OPER AWARDED PRQ.TECTS Viliage Creak Disiribution Cen€er
Reviscd: ]anuary l0, 2013 Cify Project No. 109072
pacuSign �nv8lope ID: B7y7C5C8-5FBE-4C76-92ZF-UB43517B30A�1
011100-1
DAP STJMMARY OF WOItiC
Page 1 of 3
SECTION 01 ll 00
SUMMARY OF WORK
PART1- G�N�RAL
I.l. SUMMARY
A. Sectian Includes:
1. S�r�naary of Work to be perfo���ned in accordance with the Cont��act Documents
B. Deviations fi�oxn this City af Fort Worth Standard Specifcation
1. Nane.
G Related Specification Sections include, but are not necessarily liinited to:
l. Division 0- Bidding Reqt�irements, Contrac�: �'orms, and Conditions of the Co��tract
2. Division 1- General Require�nen�s
1.2 PRIC� ANll YAYMENT PROCEDURES
A. Measuz'ement and Payment
I. Worlc associated with this iiein is considered subsidiaiy to thc vai�ious ite�as bid.
No se�arate pay�nen:t wiil be allowed for tl�is Ttem.
1,3 1t�;FER�NCE� jNOT USEll]
�..4 ADMINISTRATIVE REQUIR.EM�NTS
A. Work Covered by Contract Docunients
1. Worlc is to include fiu•nishing all labor, malerials, aiad equipmen�, and pe�foz'tning
all ViTorlc necessaiy for this consfi�-ucfion psoject as detailed in tlae Drawings and
Speci�cations.
B. Subsidiary Work
1. Any and all Worl< speci�cally gove�•ned by documentary requirements �ar the
4�roject, sucla as conditio�s imposed l�y the Drawings or Co��tract Documents in
which no specific ite�n %r bid has been provideci for in the Proposal a�ad the itern is
not a typical unit bid item included on the standa�-d bid itezn Iist, then the ite�n shall
be cansidered as a subsidiary item of Wo�'Iz, the cost of which sliall be incl�ded in
tl�e price bid in the Proposal far various Uid items.
C. Use of Fre��nises
1. Coordinate uses o£pt•emises under di��ection of the City.
2. Assuine full respo��sibi[ity for protection and safekeeping of inaterials and
�q�ii��nent sto�-ed on t��e Site.
3. Use and occupy o�►ly portioils of the public st�eets and aileys, or other public plac�s
or other rights-of-way as provided �or in the ordinances of ihe City, as s�own in tlie
Contract Docuinents, or as znay be specifically authoiized in w�•iting by the City.
a. A��easonable a�nount of tools, inaterials, aiad equipment for constilictio�i
pur�oses �nay be storec� i� such space, b�t ��o more tl�an is necessaiy to avoid
delay in the cot�struction operations.
CITY OF FORT WORTH V€Ilage Creak i]istribution Center
STANBARD CONS1'RUCTION SPF,'C[FICATION DOCUMEN'TS �- T�evelaper A�earded Prajects City F'roject Na. 103Q72
Revised Bece��3ber 20, 2032
L7ocu5ign Envelope ID: B797C5C8-5F8�-4C7B-922F-OB435C1630AE1
Ol 1100-2
J3A.P SUMMARY OF WORTC
Page 2 of 3
b. Excavated and waste inaterials sllail be stored i�� stich a way as r�ot to i��tert'ferc
witl� the t�se o� spaces that may l�e designated to be le£t fi•ec and unol�structed
and sa as not to inconvenience occ�zpants af adjacent p��operty.
c. If the st��eet is occt�pied by �'ailroad tracks, tl�e W ork shall l�e cai-�•ied on in s��ch
znanner as nat to inte�-fere witl� the ape��ation of the railroad.
1) AIl Work sllali �e in acco�•dance with a�ailroad requi��enrze��ts set forth i�z
Dzvision 0 as well as the ��ailroad pennit.
D. Woilc witi�in EaseFnents
1. Do not enter L�pon �rivate pz�opez�ty for any pu�-pose without 1laving p��eviously
obtained perrnisszon froin the owner of such prope�-ty.
2. Do not store equiptnent or material on pz'ivate pro�e��ty ut�less and until the
specified a��rat�al of the p�•aperty owner ��as l�een secured a�a wz•iting by the
Cantt•actor and a capy fit�-nished io the City.
3. iJnless speci£�tcally provided othe�wvise, cIear alI rights-of-way or ease�iae�fs a�
obst��uctions which tnust be reilloved to malcc possible pt'oper prosecutia�3 of thc
Work as a�art of the projeci constt'uction operations.
4. Preseave and t�se eve��y precautian to prevent datnage to, ail trees, sht'ubbery, planEs,
lawns, fences, ct�lverts, curbing, and all other types of st�'uctures or improveinents,
to all wate�•, sewer, and gas lizaes, to all conduits, o�erhead pale lines, ac
appurtenances the�•eof, including the consiruction of te►a�pat'ary fences and to all
of�er public ot• �rivate property adjacent Io khe Worlc.
5. Notify the proper rep�'esentativcs of the owners o�- occ�zpants o� tlie public or privaie
lands of inrte�•est in lands which might be af%cted by the Work.
a. Sucl� notice shall be made at least �8 hours in advance af the be�inning of the
Warlc.
b. Notices shail be applicable to both �ublic and p�•ivate utility companies and any
coiporatin�a, campany, individt�al, or other, eitl�et' as owne�•s oi• occupants,
wliose lat�d or interest in land r�ight be affected by the Work.
c. Be iesponsiUle faz' ali damage or injucy to property of any character resulting
fi'otn any act, omission, neglect, or naiseoi�duct ii� the inanner or method or
executian of the Wo�'lc, or at any time due to defective vaa�'k, material, or
equipnrzent.
�'ence
a. Restore all fences cncountered and reinoved du�•izag consfi�uction of the ��-oject
to the original or a better than origia�al condition.
b. �rect temporaiy fencing in place of tlze fet�cing removed whenever the Worlc is
not i� progress and when the site is vacated avcrnight, and/or at aIl times ta
provide site security.
c. The cost fo�• ail fence worlc wiEliin eascments, including ��einoval, temporaty
closures and replacement, shall be subsidiaiy to ti�e vario�s items bid in ihe
project proposal, utaless a bid it�m is specifically provided in the proposal.
C1TY OF FOR7' WORTH Village Creek Disiribuiion Center
STANDARf] CONSTRUCTTON SPECIFICATIQN DOCUMENTS — Beveloper Awarded Projects City Projeci No. 103072
Revised 17ecember 20, 2U12
C}ocu5ign Envelope lD: B797C5C8-5F6E-4C76-922�-08935D634AE1
O1 1100-3
DAP SU11�tMARY OF WORK
Page 3 of 3
1.5 SLIRM�TTALS [NOT USED]
1.6 ACTZON �UBMITTALSIINFORMATI4NAL SUBMITTALS [NOT US�D]
1.7 CLOSE4UT SUSMITTALS �NOT USED]
1.8 MAINTENANCC MATERIAL SUBMiT"I"ALS [NOT USLD]
1.9 QUAL�TY ASSURANCE �NOT USED]
1.10 DELYVERY, STORAGE, AND HANDLING [NOT USED]
111 FIELD [S�'I"E] CONDITiONS [NOT USED]
L12 WARRANTY (N4T USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EX�CUTION [NOT USED]
END OF S�CTrON
Revisian Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WOKTC� Viliage Creek �is€ri8ulion Center
STAi�IDAR.� CONS'CRUCTION SPBC[FTCATIQN �OCU�v1�.N�'S — De�eloper Awarded Projec€s Ciiy Project No. 103072
Reviscd Deceuiher 20, 2012
�ocu5ign Envelope ID: 8797C5C8-5FBE-4C7fi-922F-OB435�16:�UA�1
012500-1
BAP SUBST['i'U'C90N PROCEi]IJItES
Page l of 4
SECTION OI 25 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SUMMARY
A. Section Inciudes:
I, 'I'he proced��re fo�� requesting the ap�z'oval of siibstitution of a prod�ct that is not
equivalent to a prod�Yct which is specified by descriptive oz• performance c��iteria or
de�ined by �eference to 1 or more af t�e follawing:
a. Name of manttfactut'er
b. Name of vendor
c. Trade name
d. Catalog �utnber
2. Substitutions aee nat "or-equals".
I3. Deviations froin this City af �'ort Woz�la Standa��d Specification
1. None.
C. Related Specification SecYions include, but are not j�ecessa�•iIy liinited ta:
1. Division 0— Bidding Requiren�ents, Co��t�•act k�o�'ms and Conditions oithe Contt'act
2. Division 1— General Requirejnents
1.2 PRYCE AND �'AYMENT PROCEDURES
A. Measurement and PaytnenC
1. Worlc associated wit� Yl�is Itein is considei-ed s��Usidia�y Co the variaus items bid. No
sepazate payinent will be allowed for tlais ICein.
I.3 1tE�ERENCES �NOT USED]
I.4 ADMINISTRATIVE R�QI)IREMENTS
A. Request fo�' Substitution - General
I, Within 30 days after award of Cont�•act (unless noted othez`vvise), ihe City will
consider foz'�al ��equests from Contraetor %�' substitution of products in place of
thase specified.
2. Certain types of equipment a��d kinds of material ac•e described in Specificaiions by
me�ns of references to names of inan��facturc�•s anci vendars, trade na:naes, ar catalog
numbers.
a. When this met�od of specifying is used, it is not intended to exclude fi•o:nrz
cansideratian oth�r pradi�cts bearing other manufactu�•et•'s a�• vendor's names,
trade names, ot• catalog nitmbei�s, p�-avided said products a1•e "o��-equals," as
detei7�ined by City.
3. Otl�er types of equipt��ent and kiiids of material inay be acceptable s�tbstitutions
under the follawing conditions:
a. Or-eq�ais are unavailable due to strilce, discontinued p�•oductio� af products
ineeting specified requir�eme�3ts, or other factors beyo��d control of Contracto�•;
pP,
CITY Oi' FORT WORTH Viliaqe Creek Distribution Center
STANDARD CONSTRUCTION SPECIF€CATION iIOCUMENTS — DEVF.:LOPER AWARDk,D F'ROJECTS City Pragect Na. t 03072
Revised August 30, 2013
�ocuSign �nvelope ID: B797C5C8-5FSE-4C76-922F-OBG35D690AE1
012500-2
DAl' SUBSTITUTION PROCEDUR� S
Page 2 of 4
l�. Cor►tractor �roposes a cast andlaz' ti me reductio�� incentive to t1�e City.
1.5 SUBMITTALS
A. See Req�est for SuUstitutioia Form (at�ached)
B. Procedure for Reqt�esting Substinition
l. S�bstitution shall be conside�'ed only:
a. After award of Cont�-act
b. Undei- the conditions stated herein
2. Submit 3 copies o£ eacit written request %r substitutzo�a, including:
a. Documentation
1) Cam}�lete data stibstantiating com�liance of proposed substitution wiCli
Canhact Docu�nents
2} Data relating to changes in canstructian scl�edule, wlten a reduction is
pa•oposed
3} Data relating to cha�ges in cast
b. Fa�• p�•od�rcts
1 } Product identi%cation
a} Manufacturer's name
b} Teleplzoi�e nuinbe�• and �epresentative contact name
c} Specification Section or Drawing reference af ot'iginally specified
prod�Lct, including discrete �ame or tag numbet• assigned to o�'iginal
product in the Cantract Documents
2} Ma�ufacturer's literatui-e clearly ina�•lced to show compliance ot'proposed
p��oduct with Cont�'act Dacuments
3} Itetnized co���parison of original and p�•opased product addressing product
characteristics including, but not necessarily Iimitcd ta:
a) size
b) Composition or i�nate�'ials of consti�uction
c) Weight
d) Elecfrical or tnechanicai z'equii•e�nents
4) Product expex•ience
a) Location of past projccts utilizing product
b) Naine and tele�hane number of persons associated rr,rith referenced
projects knowledgeable coj�ce�•��ing propased product
c) Available iield data a�1d repo��ts associated with proposed prod�ct
5} �amples
a} Provide at request of City.
b} Samples becozne ihe property of the City.
c. Foz� canst�uction methods:
1} Detailed description of proposed rnethod
2) Illustratian drawi�Zgs
C. Appa�oval a� Rejection
I. Wr'itten approval or �-ejectio�� of substitution given tiy the Ciry
2, City rese�-ves the right to x•equire proposed product to cainply with color and paitein
af specified p�•oduct if necessary to secu�-� desig�a ia�tent,
3. In the event the substitution is appro�ved, if a rcduction in cost or time �'esults, it will
be doc�zinented l�y Cl�ange Order.
CITY OP P'ORT WORTH Village Creek Distri6ution Center
STANBARD CQNSTRUCTIOt�i SPECIFICATION DOCUMENTS — D�VELOP�Ci AWARDED PROJEGTS �jty Prajeci Na. 103072
Revised August 30, 2013
C1ocuSign Envelope (�: B797C5L'8-5FSE-4C76-922F-UB435D630AE1
Q12500-3
llAF SEJBSTITUTION P[tOC�C3URE5
Page 3 uf 9
4. Substit��tion wilE be rejected if:
a. Submittal is not tlu'o�rgh the Cantiactor with I�is stam� o£ appraval
b. Req�iest is nat made in accordance with this S�ecification Section
c. In the Developer's opinion, acceptance will req�ire substantial �•evision of the
o��iginal design
d. In tlae City's or Developer's opinian, s��bstitution will not pe��foz�m adeq�iately
tl�e f�nction cot�sistent witla the design intent
1.b ACTION SU�3MITTALS/INFORMATIONAL SLTBMYTTALS [NOT USED]
l.7 CLOSEOUT SUBMiTTALS [NOT USED�
1.8 MA�NTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANC�
A. In making request for s�abstitt�tion ot in tzsing an approved product, tl3e Contractor
represents that the Contractoi-:
1. Has investigated proposed p�•oduct, and has detennined tl�at it is adeq�ate o�-
superior ir� all z'espects to that specified, and that it will �3erfoi-jn fu��ction for vvhicli it
is intended
2. Will provide sanae guarantee far st�bsti�ute iteix� as �or product speci%ed
3. Will coardinate inslallatian of accepted s�bstitution into Worlc, to include buiIding
modifications if necessaty, n�aking such changes as fnay be reqt�ii�ed for Wo�'I� to be
co�iaplete in aIl respects
4. Waives ali claims for actditional costs related ta suUstitution which subsequently
acise
1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
],I X I+IELD [�IT�] CONDIT�4NS [NOT USEDj
l.�Z WARRANTY [NOT USED�
PART 2 - PRODT7CTS [NOT USED]
PART 3 - EXECUTI�N [NOT US�D]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CF�ANGE
CITY OF FORT WORTlI Village Creek Qistribution Center
STANDARD COIVSTRUC'C[ON SPECI�CCATIO�I DOCUMEN7'S — DEVELOPER AWAILDE€3 PEtOJECTS ��ty Projec3 No. 103072
Reviscci August 30, 2013
�ocuSign �n�elope [D: B797C5C8-Si=BE-4C7�-922F-U�435D63�AE1
O1 2S 00 - a
DAP SUE35'C]'I'UTIOIV PROCEL3LTft�S
Pa�e 4 o f 4
EXHISIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PRO.IECT: DAT�:
We he�•eUy sub�nit for your conside�•ation tl�e fallowing proci�rct izastcad of il�e sp�cified iteRn for
tiae avave project:
SECTZON PARAGRAPH SPECIFIED ITEM
P�•oposed Substitution:
Reason for Substitution:
Jnclude complete info��nation oi� changes to Dravvings and/or Specifications wlazcl� proposed
substitution will z'equire fa�• its proper installatian.
Fill in Blanlcs Below:
A. Will thc unde��si�ned cont�•acto�� pay %r changes to the building desig�, izacit�ding engineering
and detailing costs caused by the requestcd substitutian?
B. What effect daes substitution ha�e an othex• tx•ades?
C. Diffei'ences belwecn proposed substitution and specified item?
D. Differences in p�•oduct cost or prnduct deliver•y time?
E. Manufacturer's guaraniees o� the proposed and specified itetns a.re:
Equal Bette�' (explain on attacl�ment)
The �zndet'signed states thai the functian, appea��artce and quality at'e equivaient ar superioz' to t�ic
speciiied itetn.
Subinitted By: For Use by Citiy
Signai�re
as noted
Fi��m
Addt'ess
Date
Tele�hone
Fo�• Use by City:
Approved
City
,� Recom�nended
Not recoiru�ended
By
Date
Remari�s
Date
Rej ected
�, Recoinmended
Received late
CPiY OF FORT WORTH Viliage Creek Distribuiinn Center
STANDARD CONSTRUCTION SP�CiFICATION DOC[JMEN`fS —DEVELOPER AWARDED PROdECTS Ciiy Projeci No. 103072
Revised August 30, ZU13
QocuSign Envelape li]: 8797C5C8-5E=13E-4C7fi-922F-OB435p�30AE7
Of 31 [9-1
I?AP PRECONSTEZUCTCOi�! MEETINCi
Pagc l 0€3
SECTION Ol 3I l9
�'RECONSTRUCTION MEETiNG
PART1� GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions �o�• the preconstruction iz�eeting to be held prioi• to the start of Work to
clarify consteuction contract aciministratio�3 procedures
B. Deviations ii-o�n this City of k`ort Woi�th Standard S�ecifzcation
1. No const�2�ction scliedute requirEd unless �'equestec� �y the City.
C. ReIated 5pecificatiat� Sections includE, but a�•e nof necessarily liinited to:
1. Divisio� 0— Bidding Require�nents, Cont��act Forms and Conditians of tl�e Contract
2. Division 1— Gene��al Requirements
1.2 PRTCE AND PAYMENT PROCEDLTRES
A. Measurement and Payment
1. Work associated with this Item is considez'ed subsidiaty to thc various items bid.
Na se�arate payment will6e allawed for this Iiein.
I.3 REF�RENCES [NOT USED�
1.4 ADMINISTRA.T�VE REQUIR�MENTS
A. Coa�•dinalion
1. Attend preconstnictio:� meeting.
2. Representatives af Contractor, subco��tractors and suppliers attending meeti�igs
shall Uc qualified and authot'ized to act on Uehalf of tk�e entity each �-e�resents.
3. Meeting administered by City inay be tape reco�t•ded.
a. If recat'ded, tapes will be used to p�'epare minutes and retai�aed by City for
fiiture refcrence.
B. P�'ecanst�tiiction Meeting
1. A preconst�uctio� meeti��g will be held within 14 days after tl�e delivery of the
dist�ibution pacicage to t1�e City.
a. The meeEing will be schediiled and adininistex'ed by the City.
2. The P��oject Repz'esentative wi11 preside at the meeting, prepare tl�e t�otes of tlie
�neeting and distribute copi�s of sazne to all participai�ts who so reqi�est by iully
cainpleting th� attezadance form ta be circulated at tl�e heginning of the �neeting,
3. Attenda��ce shall include:
a. Dev�loper and Consultant
b. Contractar's p�'oject manage�-
c. Contractor's superir�t�ndent
d. Any subcontracto�• o�• supplier i•ep�-esentatives whoin the Cont►-actor inay desi��e
to irtvite or the Ciry rr►ay �-equest
C1TY OF F042T WORTFI Village Creek pisiribution Center
STA�IDARD CONSTRUCTION SPECIFTCATION BOCUMENTS — D�VEl.OPER AWARDED PRO.TECTS Ci1y Project No. 1U3072
Revised August 3D, 2013
�ocuSign Envelope I�: B797C5C8-5FBE-4G76-922F-OB435D630AE1
O] 3119-2
DAP PRECflNSTRUC"C[ON MC�TING
Pa�c 2 of 3
e. Otl�er City representatives
f. Oti�ers as appz'opt'iate
Preli��inax•y Agenda may include:
a. Introduction of Project �ersannel
b. Generat Description of Project
c. Status of right-of-way, t�tility clearances, easements oz� other pertinent ��ermits
d. Contracto�•'s woz•lc plan a�3d schedule
e. Cont�•act Time
f. Notice to T'rnceed
g. Const�-uction Stalcing
h. Progress T'ayinents
i. �xt��a Work and Change Order �f�oced�res
j. Field Ot�ders
!c. Disposal Szie Letter for Waste Materia[
1. Inaurance Renewals
ni. PayroIl Ce�-tification
n. Material Certifications and Quality Con��ol Testing
a. Pubiic Safety and Convenience
p. Docui�aentation of Pre-Construction Canditions
q. Weelcend Work Noti�cation
r. Legal Halidays
s. Trench Safety PIans
t. Coniined Space Entiy Standards
u. Caot'dination wiEh the City's rep�•esentative fot• o�e�-ations of existing water
systems
v. Stari� Water Pallution Prevention Plan
w. Coordination with ot��e�• Contractors
x. Early Warning System
y, Conh�actor Evaluation
z. Special Conditians applicabie to the p�'ojeei
aa. Damages Claims
bb. Submittal �'roceduces
cc. Substil.ution Procedures
dd. Correspondcnce Rautii�g
ee. Record D�awings
ff. Tetnporaiy constructian faciiitics
gg. MBE/SBE procedures
1�11. Finai Acceptance
ii. Final Payinent
JJ. Questions or Comments
CI7'Y OP FORT WORTH Village Creek D'sstrihution Center
STANBARD CONSTRUCT[ON SPECIRICATION I�OCUMENTS -- DEVELOFBR AWAIZDED PROJECTS City Project No. 103072
12evised August 30, 2013
pacuSign Envelope ID: B797CbC&5FE3E-4C76-922F-�8435C163�A�1
0131 t9-3
BAP PFt�CONSTRUCTIOlV MEETINti
Pagc 3 of 3
1.5 SUBMITTALS jNOT L1SED]
1.6 ACTION �UBMITTALS/iNFORMAT�4NAL �USMITTALS [NOT US�Dj
l.7 CLOSEOUT SUBMITTALS [NOT US�Dj
1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NDT USED]
l .9 QUALITY ASSURANC� [NOT USEll]
l.l0 D�LIVERY, STORAGE, AND HANDL�NG [NOT USED]
111 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT US�D]
PART 2 - PRODUCT� [NOT USFD]
PART 3 - EXECUTION [NOT USED]
END OI+ SECTYON
Revisian Lag
DAT�. NAME SUMMAItY OF CHANGE
CITY OP FORT WORTH Village Creek Distribuiion Cenier
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEL,OPER AWARI]E[� PftOJECT'S City Project No. 103072
Revised August 30, 2�13
pocuSign Envelope Ia: [3797C5C8-5�BE-4G76-922F-OB435Qfi30AE1
Oi3124-1
llA3' PR07�C'F 117�F.'I'1NGS
1'age l nF3
S�CTION O1 31 20
PROJECT MLI;TINGS
CSpecifier: This Specificatiu�t i,s illlei�de�l.for u,se on pr�jecls d�srgitaterl as Trer 3 ar Tier 4.]
PAR'1' 1 - ��N�ItAL
1.1 SUMMARY
A. Section Includes:
1. Px'avisions fo�� project i��eetin�s tl��ougltout tl�e canstsuctio�� ��eriod to ena�le ax'derly
review of the pro�'ess of t}�e Wo��lc and to }���nvidc for syste�n�tic dise�ission of
patential problems
B. Deviatiot�s t]iis City of Fort Woi-th S#anciard Specif catian
1. None.
C. Related Speci�cation Sectio�as inclucle, but are ijot necessarily Ii���ited to:
1. Division 0— Bidding Require�nents, Cosi� act Foriaas and Conditioiis of ttie Contract
2. Divisior� 1— Gcncral Require�iients
1.2 PRIC� AND PAYM�NT PROCEDURES
A. Meas��eetncnt ancl Payment
1. Wa��1c associatec� with khis Itein is considered suUsidiary to t11e va��ious iten3s U�d.
No separ�te payment wili k�e �llowed for t�iis Ite���.
1.3 REFER�NCES [NOT USED]
l.4 ADIVIINISTRATIVE REQUIREM�NTS
A. Coordi�iation
1. Schedule, aktend a�}d adini�uster as s��ecificd, pe��iodic progress ineetin�s, and
specially callcd meetiz�gs througho�it �i-ogress of ttie Wot�lc.
2. Representatives of Contractor, subcontractors a�td supplie��s attending meetings
shall Ue qualifieci and autl�orized to act on Uellalf of the eiltity eacla ��ep�esents.
3. Meetings adnunistered by City may ve tape reco;�dcd.
a. If recarded, tapes will E�e uscd to prepa�'e �n�nutcs and retai��ed by City foa'
fiihjre reference.
�. Meeti«gs, in addition to those specified ir� this Scctio�i, may l�e hcld when i-ec�uested
�y tl�e City, E��gineer or Cantractar.
B. Pre-Canstruction Neigl�borhood Meeting
1. After tlie execution ofi tl�c A�'eemerit, b;�t before constiuction is allowed to Uegin,
attend 1 Pu6lic Mee�i�ig witl� affected residents to:
a. P�•esent ���•ojecked scl�edule, i��cluding co��structioii start date
b. Answer any cot�st�-uction related questions
2. Meeting Locatioil
a, Location of ineetit�g to be deie��nined by the City.
3, Attendees
C1TY OH' FC)RT WORTII Village Greek �istribution Center
STANUARD CONSiIZUC"�lON SPECIPICATI(]N DOCUN3-CFVTS- []EVELOPERAWARDETJ PR07ECTS City Project No. 103672
Revised July l, 2011
[3oc€a5ign �nvelape [f7: B797C5C8-5FBE-4C76-922F-OB485D630AE1
n� 3i 2o-z
DAP PROJECT M%�TINGS
Pa�e 2 of 3
a. Contractor
U, P�•oject Representati�e
c. Other City repz'esentatives
4. MeEting Schedt�le
a. In general, the neighl�orhood meeting will occur withi�i the 2 weeks foliowing
the pi•e--cozastructio� conference.
U, Zn no case will cons���uction be ailot�ved to begin ui�til this meeting is held.
C. Pz�ogress Meetings
1. Formal project coo�•di��ation meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress �neetings fo discuss s�ecific topics will be cont[ucted on an as-
needed Uasis. Sucl� additionai meetings shall include, but not be limited ta:
a. Coordinating sh�tdawns
b. Installation of piping and equipanent
c. Caord.it�ation between other const�'uction projects
d. Resolution of cot�stt'uclian issues
e. Equipn�ent approval
3. The Project Representative will p�'eside at progress meetings, pre�a�'e tl�e a�otes of
the meeting and dist�•ibute capies of t��e same to all participants wlio so rec�uest by
full�+ completing tlZe at�endancc for�n to be cit•culated at tl�e beginning of each
i�eeting.
4. Attendance sl�all include:
a. Cantcactot's �rojcct manage�'
U. Contractot's superintendent
c. Any subcontcactor or supplier re��'esentatives whain the Contracto�' may desire
to invite or the City inay request
d. Engineer's ��epresentatives
e. City's representatives
f. Othe�'s, as req�ested l�y the Project Representative
5. Preliminary Agenda may include:
a. Review of Wn�'lc progress since pi•evious meeting
l�. �ield obse��vations, p��a�lems, conflicts
c. Items which iinpede consf:ruction schedttle
d. Review af off-site fab�-icafiion, delivery schedules
e. Review of const���ctian i��te�'facing and sec�uencing reqtti�•etnents wit� other
construction cantracts
f Corrective measu��es and procedu►'es ta regain projected schedule
g. Revisions to construction schedule
li. Pragt'ess, schedi�le, dtat-ing succeeding Wot'k pe�•iod
i. Coordination of schedules
j. Review sub�xxittal schedules
1�. Maintenance of quality standa:rds
1. Pending ehanges a1�d substitutions
in. Reviery proposed changes for:
1} Effect on constt•uction scliedt�le and an coinpletio� date
2) Effect oz� other contracts af tl�e Project
za. Review Record Docu�ne�ts
o. Review monthly pay request
CITY dF FORT WORTH Village Creek Distril�ution Center
STANC3AEtD CONSTRUCTION SP�.CIFICATIOI�f BOCUIvfENTS —DEVELOPkit2 AWARD�D PROJSCTS City Project Na. tU3072
Revised 7uly l, 206 l
fJocuSign �nvelope ID: 6797C5G8-5FBE-�4C76-922F-OB435Q630AE1
Oi3120-3
DAP P120dEC'C A4�GT1NG5
Page 3 af 3
�. Review status of Reqttests far Infarmation
b. Meeting Schedule
a. Pro�•ess �neetings will be �eld periodicaIly as detez•znined by the P��aject
Repr�sentative.
I) Additional meetings may be held at the request of t�e:
a) City
�) Engineer
c) Contracto�•
7. Meeting Location
a. Tlie City wiEi establish a meeting location.
1) To the extent practicable, meetings wzll l�e held at the Site.
1.5 SUBM�TTALS [NOT USED�
1.G ACT�ON SUBMITTALSIiNF4RMATIONAL Sl1SI1uTTALS [NOT USED]
I.� CL4S�OUT �UBMITTALS [NOT USED]
1.8 MA.INT�NANCE MATERTAL SUBMITTALS [NOT USED]
L9 QUALITY ASSUR.ANCE �NOT USED]
L10 DELYVERY, ,STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SIT�] CONDITIONS [NOT USED]
1.12 WARRANTY [N4T USEDj
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT US�D]
END OF SECTION
itevision Log
DAT� NAM� SUMMARY �P CHANGE
CITY OF k�ORT WORTH Village Creek [listributian Center
STANDARD CONST1tUCTIdN SPECiFICATION DOCUMENTS —i7kiVEL4PER AWARC]EB PRO.IECTS City Project No. 103072
Revised .Tuly 1, 2011
DocuSign Envelope 1D: H797C5Cf3-5FB�-�#C76-922�-t3B435D530AE1
O1 32 16 - l
!]A�' CONSTRUCTION PIZOCRESS SC.[�EDULE
Page 1 of 5
�ECTION 0132 16
CONSTRi.1CTION 1'ROGRESS SCHEDULE
PART1- GENERAL
1.1 SUMMARY
A. Section€ Includes:
I. General requireznents foz• the prepa��atio��, submittal, �updating, status reporiing and
management o�the Constiuction Progress Scktedule
2. S�eci�c requirements are presented in the City of Fort Woi�th Schedule Gi�idance
Document
B. Deviatians from this City af Fort Worth Standard Speci�`ication
1. None.
C. Related Specification Sections inclut�e, but arc not necessarily liinited to:
1. Division 0— Bidding Requii'eataents, Contcact Forms and Conditions of the Cont��act
2. Division 1— General Requi�•einents
1.2 PRiC� AND PAYMENT PROCEDURES
A. Measurement and Pay��ent
1. Wo��k associated with tl3is Itein is conside�•ed subsidiaiy fio tl�e various iteYns Uid.
No separate payment will be aliowed for this Tiem.
1.3 REFEItENCES
A. Definitions
l. ScIiedule Tie�'s
a. Tier 1- No schedule sub�nittal z'equired by cont�-act. S:rria�l, brief d�•ation
pt�o j ects
b. Tier 2- No schedule s��bmittal �'equired �y contract, but will require some
rriilestone dates. Snnall, brief duration projects
c. Tier 3- Scf�edule subinittaI req�ired by contract as descri6ed i�� the
Specification and he��eii1. Majority of City projecis, ancltzding all hond progran�
proj ects
d. Tier 4- Schedule sub�r�ittal �'eqaieed by contract as desc�'ibed in the
5pecificatioi� and hez'ein. Lar�e andlor cample� ptojects with long d�uatians
1) E�am�les: large water puYnp staiio�� project and assaciated pipeline with
intercannection to another governmental entity
e. Tier 5- Sclaedule submittal required by cont�•act as described in the
Speci�cation and h�rei��. La►'ge and/or ve�y coinplex projects with lang
dut•ations, high pubIic visibility
1} Examples inight include a watei• or wastewater t�eatme�at plant
2. Baseline Scl�edule - Tnitial schedule sub�nitted before wo�•ic begins that will se�ve
as the baseline fo�• ���easuri�g progress and depat•lures from the schedi�le.
3. Progress Schedule - Monthly suU�nittal of a progress schedule docuinentii�g
��•og��ess on the project and any changes anticipated.
C1TY OF FORT WORTI € Village Creek aisiribution Center
STAid�ARD CONSTR[7CTIdN SPECIF[CATION DOCUM�;N"fS — D%VELOPBR AWARDf;D PIi4dECT5 Ci1y Project No. 103072
Revised Iuly 1, 201 [
DocuSign �nvelope ID: Bi97C5C8-5FBE-4G78-922F-0�435D630A�1
pl 32 [6-2
DAP CONS'1'i2UCTION PROGRESS SCH�I]UL�
Pagc 2 af 5
4. ScUedule Nai•rative - Concise nan�aiive of the schedule includiEtg schedule
clzanges, expecied delays, �ey scliedule issues, critical path ite��s, etc
B. Reference Standat'tis
1. City of Foz�t Worth Schedule Guidance Dne���ne��t
1.4 ADMINISTRATIVE R�QII�REMENTS
A. Baseline Sc��edule
� . Gei�eral
a. Prepare a cost-laaded baseline Schedule using app�•oved software and the
Critical Path Mct��ad (CPM} as t�cqui��ed in t��e City oiFart Worth Scheduie
Guidance Documeni.
b. Review the d��aft cost-loaded l�aseline Schedule with tl�e City to demonsit�ate
understanding of tl�e wark to be performed and lcnovvn issues and constraints
�•elated to t�ie sclied�zle.
c. Designate an auiharized x'epresentative (Pi•oject Scheduier) z'espansible for
developing and updating the schedule and prepat•i�ag reports.
B. Prog�-ess Sclaedule
1. Update the prog��ess Scl�cdule inonthly as req��ired in the City of �ori Wo�'!h
�chedule Guidance Document,
2. Pre�are tlae Schedule Narrative to accom�any tlae manthly prog�•ess 5cliedule.
3. Chartge Orders
a. Incoiporate a�proved change orders, res�aiting in a cl�ange of cont��act time, in
the vaseline Schedule in accordance vviih City of Fort V�Torth Scl�edule
Guidance Document.
C. ResponsibiIity far Scl�edule Compliance
l. Wheneve�' it becoE��es apparent fro�n the current p�'ogress Scl�edule and C�M Stat��s
Report that delays ta �he critical path laave resulted and the Contract completion
date will not be znei, ar when so directed by t1�e City, make some o�• all oi tl�e
follo�vving actions at no additional cost to ihe City
a. Subinit a Recovety Plan to tlae City for approval revised baseliiie Scl�edule
outlining:
1) A writtcn staterrzet�t of the steps intended to talce to re��aave or arrest the
delay to the critical path in the appz'aved schedule
2) Increase const�-uctia�a manpower in s�ch quantities ailci erafts as will
s�zbstantially eli�ninate the backlog of worlc and t'etw•n current Schedule ta
meet projected baseiine conapletian dates
3} Tne�-ease the �umber of worlcing hours per shifi, sl�i�'ts per day, woilcing
days pe�• weelc, the amount of const�'ucYian equip�nen[, or any coinbination
of tlie foregoing, suf�ciently to substantially eli�nij�ate tlae backlog oiworl<
4} Reschedule activities ta achieve �r�axiznum practical cancu��rency of
accomplishinent af activities, and comply witi� the revised schedule
2. If na w�-itten statement of the steps ij�tended to talce is sub �x�i�ted when so requesied
by tlae City, the City may dii-ect the Co�atractor to increase the level of effa�-t in
inanpowe�- {t��ades), eq�iip�nent and work schedule (ove�'ti�ne, weekend and holiday
work, etc.) to be err�ployed by tl�e Contractar in az•der to reinove or arrest the delay
to th� criticai path in the approved schedule.
a. No additianal cost for such wo��lc will b� considered.
CITY OF FORT WORTH Village Creek Disiril�utian Ganter
STANDAEtD CONSTRLTCTION SPEC[FICATION DOCllMENTS — D�V�LOPI:R AWA€tDED PRO]FCTS City Project No. 103072
Revised 7uly 1, 2013
�ocu5ign Envelope 1p: B797C5C8-5F8E-4C76-922F-OB435D630AE1
Oi 32 t6-3
DA.P CONS"1'[2UCTION PROGRESS SCHED[JL�
Page 3 oF S
D. Tl�►e Contract coinpletion tiane w[11 be adjusted only for causes specified in this
Contract.
a. Requests %r an extenszon of any Contract completian date rz�ust Ue
suppler�ented with the following:
1) Ftirtzish justiiication and suppoz'ting evidence as tl�e City m�y deem
necessary to dete��nine whether the req��ested extension of time is entitled
under tl�e provisions of this Contx�act.
a) The City wiIl, after receipt of si�ch ji�sti�cation and suppoiting
evide��ce, make findings of fact and will advise the Contractor, in
writing tlze�•eof.
2) If tk�e City �nds tliat the �-equested extension af titne is entitled, the City's
deteimination as tn tl�e total n�mber of days alIowed for t��e extensions
shall be based upon the approved ioial (�aseline schedule and on all data
relevant to the extension.
a) Suc� data shall be included in tl�e next updating af the Progress
schedule.
b) Actual delays in activities wliiclt, according to the Baseiine schedule,
do not affect any Contract cainpletia�a date sl�own by ti�e critical path in
the networlc will nnt he the basis for a change the�'ein.
2. Submit each req�iest for cl�ange in Contract coinpletio��€ date ta tlae City within 30
days aftex' tihe beginning of the dclay for wlaick� a time extensian is requested but
before the date of finai paytzzent under this Con�act.
a. No time extension will E�e granted for requests which at�e not suUmittcd within
tl�e foregoing tiine limit.
b. Prom tirne ia time, it rnay be necessa�y far tlae Cont�•act schedttle or co�npletion
ti�nc to be adjusted by tl�e City ta z•ellect the effects of job conditions, weather,
technical dif�culiies, strilces, ui�avoidable delays on thc part of the City or its
re��'esentatives, ai►d othe�- i�nforeseeable canditions which may indicate
schedule adjustinents or completion time extensions.
1} Under such conditions, t�e City will dir�et the Cantractor io rescl2edule the
worlc o�� Cont�act cor�pletion time to reflect the changed canditions and tlze
Contt'actor shall revise his sched��le acco�'dingly.
a) No addilional campensation will be made to the Coiiti'acto�' for sL�ch
sclaedule changes except for unavoidable overall contract ti�ne
extensions beyond the actuai com�letion of unaffected wot'1�, in whicl�
case the Contt'actor shall take all possible action to anini�nize auy time
extension and any additional cost to ihe City.
b) Available float tiine i�� the Baseline schedule �nay be used by the City
as well as by the Cantracto�-.
3. Float o�' siack time is defined as ihe amou�at of time [�etween the earliest sta�'t date
and the latest start date or between the earliest finish date and the latest finisli date
of a chain of acti�vities an the Baseline Schedule.
a. Float or slacic time is not foa� the exclusive i�se or benefit of eithe�' tk�e
Contractor or tl�e City,
b. Proceed with wo�lc accocding to early sta�-� dates, and the Ciry shall have tl�e
right to rese�ve and apportion floa[ tiine according to ilae needs of the project.
GTTY QF FORT WORTH Viliage Creek Distribution Center
STAN�ARB CONS'I'RUCT[ON SPEC[FICATION BOCUMF.NTS -- I]EVELOPCR AWARDEB PROJECTS Ciiy Prajecl No. 103072
lZevised 7uly 1, 2011
DacuSign �nvela�e ID: B797C5Cf3-5FBE-4C76-922F-OB435D630AE1
O] 32 [G-4
DAF' CO�lSTRUCT[ON ['ROGRE.SS SCIi�]][JI.E
Page a of 5
c. Acicnowledge and ag�-ee tl�at actua] delays, affecting patl�s of acti�ities
contai�jing float ti�ne, will not l�ave any effect upan contract campletinn ti���tes,
�roviding titat the actual delay daes not exceed tl�e float time associated with
those activities.
E. Coordinating Schedule witl� Otlae�� Ca��tract Schedules
l. Wi�eee wo�•k is to be pe�•�oi7ned under this Co��tract concurrently with o�• cantingent
upon worlc performed on the sazne facilities or area undez• otl�ez• cont��acts, the
Baseline Schedule shall be caordinated t�vith the schedules oithe other conhacts.
a. Obtain the schedules oi the other a�prop�-iate contracts fi•ona tl�e City for the
prepara�ian and trpdating of Baseline sehedt�le and �nake tl►e required changes
in l�is scl�ed�le when indicated by changes in corresponding sc�edules.
2. In case of interference between the operations aidiffea•ent contractors, the City will
dete�inine tlle wa�'Ic pziority of each co��tx'actor and t�e sequence of wo�'k necessary
to exped[tie the completion of tl�e e�tiee Project.
a. In such cases, the decision of tl�e Ciry shall be accepted as final.
b. The te�r�po�'ary delay of any worlc due to s�ch circumstances shall not be
considered as justification for claims for additional compensation.
1.5 SUBMTTTALS
A. Baselinc Scl�ed�ile
l. Submit �chedule in native file format and pdf format as required in tlae City of For•t
Wa�-th Schedule Gt�idance Docu�nent.
a. Native file t�armat includes:
1) Pt'unave�•a (Pb or Priinavet'a Conf�actor)
2. Sub�rut draft l�aseline Schedule to City p��io�� ta the p�'e-consfi�liction meeting and
bring in l�ard copy to t��e nleeting %r review and discussion.
B. Prog��ess Schec�ule
I. S�btnit progress Schedule iii z�ative file %rmat and pdf fat'mat as reqt�ired in tl�e
City of Forl: Worth Scl�edule Giiidance Doei�a�enf.
2. Submit pragR'ess ScheduIe manthly no lale�• than the last day of t��e monfill.
C. Scliedule Nat•rative
1. Subtnit the schedule narrati�e in pdf fortnat as required i�� the City of Fort Wortlx
Schedulc Guidance Docu�nent.
2. Sub�nit scheduie nartati�e monthly no Iater thar� the last day of the rnonth.
D. Submittal Process
1. The City administers and n�a�aages schedules ti�ro��gl� Buzzsaw.
2, Contractor shall subriait docuinents as required in the City af Fort Worth Schedule
Guidance Docuinent.
3. Once the praject has beei� con�pleted ai�d Final Accspta�ace has beer� issued by the
City, no further pa•og�•ess schedules are requi�•ed.
CITY Ot� FORT WORTH Viliage Creek �isiri�ution Center
STAIVDARL� CONSTRUCTION SPECIT� [CATIOI� DOCUMEN'FS — DEVELOPER AWARDED PROJECTS Ci1y Praject No. 143072
Revised July I, 2011
�ocuSign Envelope IC1: B797C5C8-5FBE-4C76-922F-OE3435D630AE1
O132iG-5
DAi' CONSTIZUCT[Ol�i PROGIZESS SCITF;DL7LE
Page 5 of 5
1,6 ACTION SUBMTTTALSIINFORMATIONAL SUBMITTALS [NOT USED]
1,7 CLOS�OUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERiAL SllBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. The person pre}�arit�g and revising the consta�uction Prog�'ess Schedtile shall �e
experienced in the pz•eparation of schcdules of similar coir►piexity.
B, Scheduie and sttppot-ting doc�zments addressed in tl�is Specification shall be p��e�arcd,
u�dated and zevised to acctuately �•eflect the ��erfoi7nance af ttie constEuction.
C. Cantracto�' is respo��sible for the qualiry af all sttbmittals i� this section ineeting the
standard of care fbt• i�e eonstruction industry fo�• similar projects.
1.1U DEL�VERY, STORAGE, AND IIANDLING [NOT LTSED]
1.11 FYELD [,SkTE] CONDITYONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 � PRODUCTS [N�T USED]
PART 3 � EXECUTION [NOT USED]
END OF SECTION
Revision Log
DAT� NAM� SUMMARY OP CI-IANGE
CIT'Y OF PORT WORTH Village Creek Distrihut€on Center
STANDA R[� CONSTRUCTION SP�CIFTCAT[ON €]OCl7MENTS — DEVELpP�,R A'WARDED PROJECT3 City Praject No. 103n72
fZcvised .Tuly l, 2011
❑ocu5ign �nvelape i�: 8797C5C8-5FB�-�}C76-922F-OS435d63QAE1
013233-1
DAP PR�CONSTRUCTION VIDEO
Page 1 of 2
SECT�ON 0132 33
PRECONSTRUCTION V1DE0
PART1� GENERAL
1.1 SUMMARY
A. Section Incllides:
1. Administ►-a�ive and procedural requirements for:
a. 1'recnns�-uction Videos
B. Deviations fi�am this Ciiy af Fo�-i Woril� Standard Specification
1, Tliough not mandato�y, it is highly reca�nmended on infill develo�er projects.
C. Related Specification Sectio��s include, but ai•e nat necessarily litx►ited to:
1. Division 0— Bidding Reguire�nents, Cantract Fot'nas and Conditions of the Coaat�'act
2. Divisian 1— General Require�nents
1.2 PRIC� AND PAYMENT PROCEDLTRES
A. Measurernent and Paytnent
l, Wark associated with this Itez� is considet•ed subsidiaiy to tl�e various ite�ns bid.
No sepaiate payment will be allawed for tlais �tein.
1.3 REFERLNCES �NOT USEDJ
1.4 ADMINISTRATIVE REQUIREMENTS
A. Precanstiuction Videa
1. Praduce a preconsti-uction video of tlae sitelalign�nent, including all areas in the
vicinity of and to 3�e affected by construction.
a. �'t'ovide digital copy of video upo�► t'equest by the City.
2. Retain a copy o£the p��econstntetian video until the end of the ��aintenance surety
periad.
1.5 SUBMiTTALS [NOT USED]
1.6 ACT�ON SUBMITTAL�/INFORMATIONAL SUBMYTTALS [NOT USED]
1.7 CLOSEOi1T SUSMITTALS [NOT USED]
1.8 MAIIVT�NANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALYTY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
111 FIELD jSITEJ CONDITIONS [NOT USED]
1.I2 WARRANTY (NOT USED]
PART 2 � PRODUCTS [N�T US�D]
CITY OF F�R'C WORTI�I Viliage Creek Distri6ution Center
STAt�iDA3tB CdNST12UC'C[ON SPECII'ICATIQN BOCUMENTS — DEVELOP�R t1 WARDEB PR03F:CTS Ci1y Project No. � Q3072
Revised August 30, 2013
DocuSign Envelope ID: 8797G5C8-5F8E-4C76-922F-08435[]630AE1
U13233-2
BA.P PR�.CONSTRUCTIO?+1 VII}EO
Page 2 of 2
PART 3 - EXECUTXON [NOT USED]
�ND O�' SECTION
Re�ision Log
DATE NAMI� SUMMARY �k' CHANGE
CITY OF FoRT WORTH Viilage Creek Qistributinn Center
STANRARD CONSTRUCTtON Si'ECI['ICATiON DOCUMENTS — i]�rVELOPER AWARDED PROJ�CTS City Project No. 103072
Re�ised August 30, 2013
�acuSign Enveiope ID: B797C5C8-�FE�E-4C76-922F-41B435D630AE1
013300-1
DAP SiJSMiTTA1,S
Pagc 1 ors
SECTION 0133 a0
DAP SUBMITTALS
YART1� GENERAL
1.I SUMMARY
A. Section Includes:
General metlaods and requirements of submissions applicable to tlae following
Work-�•elated submittals:
a. Sitop Drar�rings
b. Pt'oduct Data (includi��g Standard Product List st�b�xaiitals)
c. San�ples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specif�cation
1. None.
C. Related S�ecification Sections include, but are not necessarily limited to:
1. Divisian 0�- Bidding Requii�eincnts, Coniract Forms and Conditions of the Coni�•act
2. Division 1— General Requirenaents
�.2 PRIC� AND PAYMENT PROC�DC7RES
A. Measu�'etnent and Payment
1. WorIc associated witlx this Ite�n is considered subsidiarty to the various ite���s bid.
No separate payinent will be allowed fo�• lhis Itern.
1.3 REFER�NCES [NOT USED]
1.4 ADMINISTRATYVE REQUIitEMENTS
A. Coordination
i. Notify the City in writin�, at the tiine of sttUmittal, of an.y deviatio�►s in the
s�bmittals frotn th e rcquii•ements oi tl�e Co��tract Docmnents.
2. Caordinatio� of Submittal Times
a. Prepare, prioritize and t�'ansinit each sub�nittal su��`icie�itly in advance af
}�erforming the z•elated Work or ather applica�le activities, or wiihi�� the time
spec�fied in the individuai Worlc Sections, of the Speci�cations.
b. Cont�-actor is respo��sible sucl� tliat the i�astallation will not be delayed by
pracessizag Iimes including, but a�ot limited to:
a) Disapproval and resub�nittat (if requix•ed)
b} Coordination with other submittals
c) Testing
d) Pt�rchasing
e) Fabrication
f} Deliveiy
g) Siinilar sequenced activities
c. No extension of time will be at�tho�ized because o�the Cont�•actor's failure to
transmit submittais sufficiently in advance af the Worlc.
CITY OP PORT WdRTH Village Greek Distribuiion Ganier
STANDATiD COIV5TRUCTIQ7V SP�CIF'ICATION BOCUllr�ir'_NTS — �EVELOI'ER AWARDED F'R07ECT5 City Project Na. i03072
Itevised August 30, 2013
�ocuSign Envelope I[]: B797G5G8-5FBE-4C76-922�-f1E3435D630AE1
O1 33 00 -2
DAP SUT3M€3'TALS
Page 2 of 8
d. Malce subinittals p�'o�nptly in accordance with app�'oved sclzed�ie, and in sucla
seq�ence as ta cause no delay in the Woz�� ar in tf�e work of any other
contractor.
B. Sul�mittal Nutnberin�
1. Wl�en s��bmittit�g shop clrawings ar samples, utilize a 9-c�aracte�� subinittal cz�ass-
reference identification numbering system in the following mannez•:
a. Use the %�•st 6 digits of the applical�le Specification Section N�lmber.
�. Fo�• the next 2 digits number use nu�nbers 01-99 to sequentza�ly nu�nbe�- each
initial separate itenr► oz• drawing subj3litted under each speciiic Section num�ez•.
c. Last use a letter, A-Z, indicating the z•esui�inission of tl�e same dx•awing (i.e.
A=2nd sul�mission, B=3�'d submission, C-4th submission, etc.). A typical
sa�bmittal �aumber woufd be as follows:
03 30 �0-08-8
1) 03 30 00 is the �pecification SecEior► %r Conc��ete
2) 08 is tlae eightli initial s�tbmittal unde�' this S�ecification Section
3) B is the third subinission {second resub�nissian) of tl�at pax•ticular sl�op
drawing
C. Contractor Certitication
I. Review sl�op deawings, product data aiad saEnples, including those by
subcontractors, prior to strbx�issioi� to determine and vecify the following:
a. Ficld �neasuremcnts
b. Ficld constcuctian criteria
c. Catalog nunr�bers and similar data
d. C�n�orinance with �lic Contract Dacuments
2. P�•ovide each shap cl�•awi�g, sa�ple and praduct data subinitted �y ihe Cont�-acto�•
with a Certificatian Statement af�xcd inclttding:
a. The Coiltcactar's Company name
b. Signa�ure of submittal reviewer
c. Certification Statemcnt
1) "By this subtnittal, I�eceby represent t�al I have determined and ve�'i�`ied
field ineasurements, field const�'uctiot� criteria, materials, dimensions,
cataiog rnur�be�•s and siinilar data and I have checked and coordinated each
itern with other applicable approved sl�op drawings."
D. Submittal Foi�nat
1. Fold sl�op drawings laiger than 8'h i��clies x 11 inches to 8'/2 i�clies x 1 li�3ches.
2. Bi��d shop dtawings and p�'oduct data sheeEs togcther.
3, Order
a. Cover Slaee�
1) DescriptianafPact�et
2) Contc•actor Certification
6. List of items 1 Table of Contents
c. Product Data /Shop D�•awingsl5a�nples /Calculations
E. Submittal Content
I. The date of submission and the dates of any previo�s subinissions
CITY O� FORT WdRTH ViNage Creek �istri6ution Center
5T�INDARD CONSTItCTC"C'iON SPECIFICATiON DOCUMFNTS — D�VELOPER AWA.RDF.D f'120TECTS Ciry Projeot Na. 103072
Revised August 30, 2�[3
€]acuSign En�elope ID: B797G5C8-5FB�-�€C76-922F-OB435D630A�1
013306-3
DAP SUBM['CTALS
�'age 3 of S
2. The Project title at�d nil�nber
3. Cont��actot identification
4. The �aa�nes of
a, Co��tractor
b. Supplier
c. Mamafacturer
5. Identification af tl�►e �roduct, with the Spccification Sactioaa number, page and
pa�•ag�'a�h(s)
G, �icld dimensions, cleaz•ly identiiied as sucl�
7. Relation to adjacent o� critical featuz•es af the Worlc or inatez•ials
8. Applica�le standards, such as ASTM or I'ederaI Speci�cation nu�nbers
9. Identification vy highlighting of deviations frort� Contract Docume�ats
X0, Identification by laighlighting of ��evisians an �'esub�nittals
1 l. A�� 8-inch x 3�3nck� biarslc space fo�' Contractar and City sta���ps
F. Sllop Drawings
1. As speci�ed in individual Wo�'k Sectioiis includes, but is not i�ecessarily limited to:
a. Custom-pre�at'ed data such as fabrication and e�•ect�onlinstallation {working)
drawings
b. Scheduled info�•mation
c. Setting diagratns
d. AcEual slaopwork n�anu�ach�ring instructions
e. Custain templates
f. Special wiring diagra�ns
g. Coordination dx'awings
h. I��dividual system or equipzilent i��spec�ion and test reparts includi�g:
1) Perforrr�ance etxrves and certifications
i. As agplicable to t%e Wo�'k
2. Details
a. Relation of the �arious parts ta tl�e znain meinbers and Iines of the struchu'e
b. Where coi�ect fabrication of t1�e Worlc depezads upon field measuretnents
1} Pro�ide suclt �neasureinents and note oii the drawings p�'ior to sub�nittin�
fa�' appraval.
G. Procluct Data
1. Fo�' submittals of product data for products included an t[�e City's Standard Pi�oduct
List, clearly identi�y each item selecied far use an the Project.
2. For submittals of prod�ct data for pz'oducts not incl��ded on the City's Stantiat'd
P�'aduct List, subtnittal dafa may inciude, but is not necessa��ily Iimited to:
a. Standard p�'epared data for manttfactured products (someti�nes refened to as
catalog data)
I) Such as the �nanufactu�-er's praduct specifcatioi� and installation
instiuctions
2) Availabiliry of colars and patterns
3) Manu�'acturer's pt-inted stateme�its of campliances and appiicability
4) Roug�ing-in dia�ra��s and templates
5) Cataiog cuYs
6} Pz•oduct photographs
C1TY OF FQRT WORTH Village Creek Distribution Center
STA?�1DARD CON57'Ri7CTION SPECIFICATION DOCUMEaN7'S —�EV�:LOPER AWARDEI3 PROJF:C'1'S Ciiy Project Na. 103072
Revised August 30, 2013
DocuSign Envelope ![]: B797C5C8-5F=B�-�}C76-922F-08435�630AE1
O1330�-4
DAP SL113MI1"I'ALS
Page 4 of 8
7} Standa�'d wiring diagra�ns
8} Pt'inted perfo��nance cttz'ves and ape��ational�z'ange diagrains
9} Prod��ctioza or q��ality cor�t�ol inspection a��d test re�o�ts and certifications
10} Mill t•e�orts
I 1) Prodt�ct opez•ating and inaintenance z��st�-��ctio��s and reca��rt�►ended
spare�parts listi��g and printed ��rod�c# wan-anties
l2} As applicable to tl�e Wo�ic
H. Sazaaples
1. As s�eci%ed in individual Sections, incIude, b�t are not necessarily limited to:
a. Physical examples of tlae Work such as:
1) Sections af naan��facfured or fabricated Woric
2) Sz�all cuts or containe�•s o�inaterials
3) Compiete units of �epetitively used pz•oducts color/tex%uz•e/pattern swatehes
and z'ange sets
4} Specimens fo�' cooz'dination of visual effect
5} Graphic sytnbols and units of Woz'k to be used by the City for independent
inspection and testing, as applicable to t�ae Work
I. Do not start Wark requiring a shop drawing, sample or produci data �ao�• any anaterial to
l�e fabricated or installed prior to the approval o� qualified app�'oval of s�ch itean.
1. Fabricatio� performed, materials purchased or on-site constr�xction accainplished
whick� does not conform to appro�ed shop drawings and data is at the Contractor's
rislc.
2. Tlie City will not be liable fo�� any expense or deiay due to correciions or re�a�edies
�'equired to accornplish confoimity.
3. Complete praject Work, rnaterials, faUz'ication, and installations in conformance
with app�'aved shop c�awings, ap}�licable sai�ples, and prodt�ct data.
J. Submittal Distribution
1. Elect�•onic Distribution
a. Con��•an develapment of P�oject directory far elect�•onic s�bmittals ta bc
uploaded to City's Buzzsaw site, or ataothei• exte��na1 FTP site approved by the
City.
l�. Sliop Drawings
1) Upload subtnittal to desig�ated projeci di�-ecta�y and natify appropriate
City representatives via einail of subiniital posting.
2} Hard Copies
a) � copies fo�� all submittals
b) If Contracto�' �'equires inore thata I har'd copy of Shop Drawings
�•eturned, Contracto�• shall subn�it tnore than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project diz'ectaiy and notify appropriate
City represenYatives via email of st�binittal posting.
2} Hard Capies
a) 3 copi�s %t� ail subinittais
d. Sainples
1) Distributed �o the P�•aject Representative
2. Hard Copy Disti-ib��tion (if �•equi►-ed in liett of electronic dist��bution)
CITY OP k�ORT WORTH Viilage Creek �isir€bulion Center
STANDARD CONSTE2UCTION SPECIE'ICATION DOCUMENTS — DEVBT.OPER AWARDED PROlEC'CS City Project No. 103072
Revised As�gus# 30, 2013
DocuSign Envelape ID: B797C5C8-5FBE-�4C76-922F-(1g435D630AE1
01 33 06 - 5
DAP SUBMITTALS
Page 5 af 8
a. Sliop D��awi��gs
1) Dist��ibuted to tl�e City
2} Copies
a) 8 copies for mechanical su�mittals
b) 7 copies for all otl�e�• s�ibznittais
c) If Contz�actor requires more than 3 copies of Sliop Drawings re��rned,
Conri•actor shall submii nlox•e than the number of copies listed abovc.
b. Prodttct Data
1) Distt•i�uted to the City
2) Copies
a) 4 co�ies
c. Samples
1) Distri�uted to the Project Representative
2) Capies
a) Suh���it the nu�nber stated in the respective Specification Sections.
Distribute �'epraductions of ap�i�oved shop d�'awings and capies of approved
prod�ct data and samples, wl�e�•e a'equired, to the job site �'ile and elsewliere as
directed by the City.
a. Pt'ovide nlunber of copies as directed hy the City but not exceeding the number
p�•eviously specified.
K. Subinittal Review
1. The review of shap drawings, data and sain��les will be for generat confai�mance
with the design concept a�ad Contract Dacuinen#s. This is not to he consttued as:
a. Per�nitti�tg any de�at-�ut�e ii�oin tl�e Coiatt•act requi�•ements
�. Relieving the Cont�-actor of �esponsibility for any errors, includi�ag details,
dimensions, and tnaterials
c. App�oving depai�tu��es fi-om details �urnished by the City, except as otherwise
p��o�idcd herein
2. The revievtr and approval of shop drawi��gs, samples or product data by the City
does not relieve the Coiii�actor ft'o�n his/her responsibility with regat'd to tlie
fuliiilment of tl�e Yer�ns of the Contract.
a. All rislcs of error and amission az•e assurtned by the Coaitractor, and ihe City wiil
l�ave no responsibility therefore.
3. The Contractaz• z'e��ains responsible %r details a�d accuracy, for coordinating the
Warlc with aI[ other associated wo�'lc and trades, for selecting fabrication processes,
for tcchniques of assem�ly and for pei�%rrr�ing Wor� in a safe inanne�-.
4. 1f the shap d�'avvings, data or samples as sul�mitted describe variations and shaw a
deparhu�e from the Cont�act require�nents which Cily %nds to be in the inte��est of
the City and to Ue so xnipor as not to involve a claange it� Cantract Price oe �ime for
performance, the City may rcturn the �'eviewed drawi��gs without ��oti�xg an
exception.
5. 5�abmittals will be z'eturned to tlie Contractor undez 1 of the followi�►g codes:
a. Cade i
1} "NO EXCEP'I'IONS TAKEN" is assigncd when there a��e no notations or
cominents a�i the submittal.
a) When returned under this code the Contractor �ay z'elease the
equipRnent and/or mate��ial t'or ananufacture.
b. Code 2
CITY QF FQRT WORTH Village Creek Distribuiion Center
S'f'AN�ARD CONS"1'RUCTION SPECIFICA'CION [IOCUM�t+1"['S — DEVELOP�R AWARDED PRO.�ECTS City Projecl No. ia3fl72
Revised August 3�, 2013
�ocu5ign Envelapa I�: B797CbC8-5FB�-4C76-922F-0B435Qfi3QA�1
U13300-6
DAP SUSMITTALS
Page fi nf 8
1} "EXCEPTIONS N01'I,D". Tl�is cade is assigned wllen a con�t-��aation of
tl�e notatians anci can�nents �S NOT tequired by the Contt•actor.
a) Tlae Contracto�� inay release tlie equip�nent or material for inanufacture;
i�owevei-, all notations and co�n�nents must be iilco�'po�'ated into the
final pz•oduct.
c. Code 3
1) "EXCEPTIONS NOT�D/RESUBMIT". This con�bination of codes is
assigned when t�otations and com�ents a��e extensiva enough to z'eqt�ire a
resubmittal of the pacicage.
a) 'I'he Contractflr may release the equipment or material for ma�aufacture;
however, all notatians a�d camments n�ust be inco�•poz•at�d into the
�nal �z•oduct.
U) T��is resub�nittal is to addt•ess ail com�nenis, o�nissio�ns and
non-canfo�•n�iz�g items that were noted.
c} ResubmittaI is to be rccei�ed by Ihe City within 15 Calendax' Days of
the datc of the City's transinittal i•eqtliring tl�e �•esubinittal.
d. Code 4
1) "NOT APPROVED" is assigned when tlae subrnittal does �ot meet the
intent of the Cont�'act Dacuments.
a} TI�e Contractor must resubznit �lie entire pacicage revisec� io bring tl�e
sub�nittal into confarinance.
b} Tt may be necessaey to resubmit using a different manufactu�'er/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the satt�e ir�anner as ��'sf submittals
1} Corrections othe�' than rcquested by the City
2} Ma�'Iced with revisian triangle o�' oYher siinilar method
a) At Cont��actor's �•isl< if not marlced
b. Subinittals �ar each item wi11 be reviewed no inore than twice at the City's
expense.
1) Ail su�seque�lt t•cviews will be perfornrxad at ti�nes convenient to the City
and at the Cont��actar's expense, based o�t the City's oz' City
Representative's ilien prevailing rates.
2) Pravide Contrdctor ��eii�bi�rsemer�t to the City withii� 30 Cale�dar Days fo��
all such fees invoiced by the City.
c. Thc need f��' more than I resub�nissioi� oa' any other deIay in obtaining City's
t•eview of submittals, wili not entitle the Contracto�' to an extension of Contcact
Tiine.
7. Pa�tial Submittals
a. City reserves the right ta �aot review s�bmittals deenaed partial, at the City's
discrel:ion.
b. S�bznittals dee�ned by the City to be not complete wilt be z•etu�•ned to the
Contracto�-, and will be co��sidered "Not Approved" until resubmitted.
c. The City n�ay at its option provide a list or tnarlc tl�e subinittal directing the
Contractor to the areas that a�'e i�-►cainplete.
8. If the Co�itractar cansidet�s a�iy correction indicated on the shop drawings to
constit�zte a change to the Cont��act Dnc�tments, then writte�� natice naust be
p�•ovided thereof to the Develope�' at least 7 Calendar Days prior ta release �or
inanufacture.
CITY OP PORT WORTH Viliage Greek Disiribution Center
STANBATiD CONSTRUCTI03� SPEC[TICATION DOCUM�NTS -- DEVELOPER A'WARDEB PROJksCTS Gi1y Project No. 103072
Revised August 30, 2R13
�ocuSign �nveiope ID: B79iC5C8-5FBE-4G76-922�-f1B435Q630AE'[
Ol 33 06 - 7
[]AP SUBMITTALS
Page 7 af 8
9. Wlien tlie shop drawings have been completed to the satisfaction of the City, tite
Contractor nr�ay cat�y out ilte canst��uction in accardance therewith and no fiurther
changes tlterein except upan written inst�'uctions froin the City.
10. Eacl� submittal, appz•opriately coded, will be returned withi�z 30 Calendar Days
follovvi�g �•eceipt of sul�mittal by tlie City.
L. Mock ups
1. Mock Up t�nits as specified in individ��al Sections, include, but az•e noi necessarily
limited to, complete units of the standa�d of acceptance for t��at type of Worlc to be
used an the Praject. Re��aove at the campletion of the Wo��k or when directed.
M. Qt�aiifications
l. If specifically z•equired ir► o�l�er Sectzons oftl�ese Specifzcations, submit a P.E.
Certi�cation for eac13 item �'equired.
N. Request �ar Information (RFI}
1. Cont��actor Request fo�' additional info��mation
a. Clarification o�• inteipretation af the contract documents
la, When the Contracto�• 1�elieves there is a canflict between Contract Documents
c. When the Cantcactor believes tl�e�'e is a conflict between the Drawings and
Specifications
1) ldentify tiie con�lict and �•ec�uest clarification
2. Suii'acient in£armation shall be attached to pern�it a wa'ittien response without furthet•
infartnation.
1.5 SUBMITTALS [NOT USED�
1.6 ACTION SUBMITTALS/INFORMATTON.AL SUIiMITTALS [NOT USED]
1.7 CLOSEOUT SIIBM�TTALS [NOT USED]
1.8 MA.INTENANC� MATERIAL SUBM�TTALS [NOT USED]
L9 Qi7ALITY A�SURANCE [NOT USED�
110 DELYVERY, STORAGE, AND I�ANDLING [NOT USED]
1.11 FIELD [S�TE] CONDIT�ONS [NOT US�D]
1.12 WARRANTY �N�T iTSED]
CITY OF FORT WORTH Village Creek �istributior� Center
STANDARB CQNS"FRC7CTCON SP�CIF'ICATION DOCLTN(�NTS — DEVBLOP�:k2 AWARDEd PRO.iECTS City Project Nn. 1 �3072
Revised August 30, 2013
�ocu5ign Envelape IR: B797C5C8-5�B�-4C76-922F-OB�435D63(1A�9
013300-8
DAI' SUBMITTALS
Page 8 of 8
�AR=r z - PRovucTs �NOT us�n�
PART 3 - EX�CUT70N [NOT USED]
END OF SECTION
Revision Log
DATE NAM� SUMMARY OF CHANCI ;
12/2�/2012 A. Johnson 1,4,K.8. Working Days Eno[�ified to Calendar Days
C[TY OF FOC2'i WORTH Village Cree4c �isfributiors Cenier
STANDA�tD CONSTRUC'�IO�! SP�ClF[CATION �30Ci1MENTS — i]EVELOPL+R 1�WARDED PROJI�,CTS Cily F'raject No. 103072
Revised August 30, 2D13
pocu5ign Envelope IU: 8797C5C8-5F8E-�C76-922F-OH435D634AE1
(l l 35 ] 3 - 1
i]AP SE'ECIAL PROJEC7' PROCEnURF:5
Page ] nf 7
I
2
3 PARTI- G�NERAL
4 I.l SLl'MMARY
5
G
7
S
9
]0
11
12
13
14
15
16
17
18
19
20
21
S�CT10N O1 35 13
SPECiAL, PR0IECT PROCEDURI�S
A. Section Includas:
1. T��e p�'ocedtn�es for special �3roject cucYu7�stances that i��cI��des, but is xlot limited to;
a, Caordina[ion with the'I'exas Dep�rtme�zt of Transporta�ion
b, Wo�'Ic near i�ig11 Voltage Li�zcs
c. Confined Space Entry Yrogra���
d. Air Poliz�tion Watci� Days
e. Use of Ex�iosives, Dro� Weight, Etc.
f. W�tcr Depaa�til�ent Noti�ication
g, Public NatificatioE� Prior ta Begi��►ning Coilstructian
h. Coo��dination ��itli United States Artny Co�ps of Engincers
i. Coo�'dinatian witE�ii1 Railroad peet���ts a�•eas
j. Dust Cantrol
�<. Employee Pa��king
� { -
B. Deviations fi'on1 this City of Foit Worth Staild�z'd Spccificatior�
1. None,
22 C. Related S�ecificaiion Scctions include, bLtt are not nccessarily liinited to:
23 1, Division 0— Bidclii�g Requircinents, CoE3t��act �'ot'n�s and Coi�ditions of the Contract
24 2, Division 1— General Requirenients
25 3. SecCioii 33 12 25 — Connection ta Existing Water Mains
2(
27 1.2 R�I'ERENCES
28
29
30
3l
32
33
3�
35
36 1.3
37
3S
39
A. Reference Standards
i. Refe��cnce standards cited i�} ihis Speci�cation i•efei• to the cun�ent refec•eYtce
standa�•ci publisl�ed at ti�e tiine of t41c latest revision date logged at the end of this
Specification, unless a date is specificalEy cited.
2. Health and Safety Code, Title 9, Safety, Subtitle A. Publie Safery, Chaptcr 752.
High Valtage Overhead Lines.
3. Na��th Cenh�al Texas Council of Goveinineaats (NCTCOG) — Clean Co:�stE•tiction
Speci�cation
ADMiNiSTRATIV� RCQUIREM�NTS
A. Coordin�tion with the Texas Depart��le�t of Trans�ortation
1. When worlc in the rigtit-of-way which is under the jurisdiction of the Texas
Departme�rt of']'�'ansportafion (TxDO�):
CITY OP F03zT WORTH t'711u,,;� ['r�°r°r': 7�i;lrrhri�i�u� C';�nte�r
S1'ANDA[�D CONSTRUCTION SPC:C[F'ICATI��f DOCUA4EitITS — DEVBLOPER AGVARDED PRO.T�CTS ('rti Pr��j<, t 1'�,_ !�� �Il''
Revised August, 3U, 2013
L7acu5ic�n Envelope ID: B797C5C8-5FBE-4C76-922F-OB435�7630A�1
01 35 I 1- 2
pAP SP�:CIALP[tO.T�CT PROChllUI�ES
Page 2 of 7
i
2
3
4
5
0
a. Notify the Texas Deparhnent ot Transportation prior to cominencing any worl<
tkie��ein iE� acco��d�nce u�itl� tl�e �7E•ovisions of t�1e permit
�. All worlc perfa�•E�ied in tfie'f'xDOT rigi�t-of-ti�ay sfzall !�e perfoi�ned in
co��3pliance witi� a��d subjcct to approval fi�ofn the Texas Depaetcuent of
T���nsportatiorl
B. Waric near Higl3 Valtage Lines
7 i . Regulatoiy Requirements
8 �. All Wor�c near Hig13 Voltage Lines (moi-e tkian b00 volts meastu'ed between
9 conductors or between a conductor anc{ the ground) shall �e in accordance wi#h
10 Healtll and Safety Code, Titfe 9, Silbtitle A, Cl�apte�� 752.
I l 2„ Wai'L7iI1� Slgl1
i 2 a. P�•ovide sign of sufficie��t size i��eet�ng �11 O�HA requirements.
13 3. Equipment operating t�villjin 10 feet af l�igh valtage lines wil! �'ec��ri�•e ti�e following
14 safety feat�ues
l5 a. Tnsulating cage-type af guard abati�t tiie boom or ar�»
] 6 b. Inst►IaCoi' linlcs on tl3e lift kioo]< co�inections for bacic hoes oi• dipper-s
17 c. Equip�►�ent mt�st i��eek the safety �'equiretnents as set forLl� by OSHA and the
18 safety ret��riren�e�lts of the owner c�f the 11ig13 voltage lii�es
19 4. Wo�'�c within 6 feet of higl� voltage electric lines
26 a. Natificalion sltall be giveE� to:
2l 1} The power coinpany {exa�n�le: ONCO}�)
22 a} Mai��tain an acctu'ate log of all st�cl� calls to power coinpany and �'ecord
23 actian talcen in eacit case.
24 b. Coordination with power com��any
25 1) A#ter nocificaiion coai-dinate w�th the powea� co���pany to;
2G a) Erect temporary �nechanical l�ai•i•iers, de-energize tl3e li�ies, or raise or
27 lowea' the lines
28 c. No �ersonnel may wa��lc within 6 feet of a higl� voltage li��e befare the above
29 requirements i�ave Ueen met.
30
31
32
33
3�
35
36
37
38
39
40
4I
42
C. Ca��f ��ed 5pace �ntt'y Pc•og�'a�n
1. P�'ovide and follow appt�oved Confined Space Entry Prograin it� acco��dance witli
OSHA ��ec�uireme��ts.
2. Confined Spaces it�clude:
a. Manliales
b. All other can�ned spaces in accordance �vith OSHA's Permit I�eqtsiced for
Can�ned Sp�ces
D. Use af Ex131osives, Drop Weight, Etc,
l. Wl�en Contract Docwnents pennii on tk�e peoject the following will apply:
a. Public Notification
l} Subinit notice Io City and proof of adequate insu�-ance coverage, 24 haurs
p��ior ta cajnmenc3ng.
2) Mininnun 24 l�our puUiic notificatioi� in accordance with Section 0 i 31 13
43 E. Water Depatt�nent Coordit�ation
CITY OF FORT WdRTH 1'r�lci�c ('rrrk Ui�rr�rf�rttior� C'<•i;r��r
STANDARD CQNSTRUCTION SPF.CIC�ICATION DOCUME�l1'S — DEVELOPT,R AWARDED PR07ECTS C'rti Pr��j���v .1�� !f7 �0�_
Revised August, 36, 2011
�ocu5ign Envelope IQ: B797C5C8-5FB�-4C76-922F-08435D63UA�1
Q13513-3
nAP SV�C�AL PROJF.C"C E'EZOC�DUR�S
Pabc 3 of 7
1 1. Daring tfle const��uction of this praject, it will be necessa�y to deactivate, fo�� a
2 }�eriod of time, existing ii��es. Tl�c Co��ta'actoi• sh�li be t-enui��ed to coo�'dinate with
3 the Water Depa��tine�at to t(e�eri�-�ine the �est timcs foz� deactivating and aciiv�ti�ig
4 thosc lines.
5 2, Cooi•dinate a�-►y eve»t Ci�at will i-equi�'e conncctit�g to or the operation of an existing
6 Cily w�tcr li«e system witki the City's i-epresentative.
7 a. Coo�'dinat.ion shall be i�� acco��dance wiCh Section 33 [2 25.
8 h. if needed, obtait� a hydrant wateE� meLer fi�o�n tl�e Water Departi��ent %r use
9 cluring thc life of named project.
�0 c. In the e�ent that a water v�lve on an exisling live systein be t�u7ied aff and on
1[ to accorllmodate tl5e constri3ction of the p�'oject is required, coordinate tljis
12 activity tlla�ougl� the app�'opriate Cify representative.
l3 1) Do not a��ei'ate �vater line valves of existitig ��vate3� systein.
i�i a) Failure to comply will z'ender the Contractor in violation of T'exas Penal
1 S Code TiCle 7, Cha�ter 2$.03 (C��iminal Miscliie� aild the Co��tractor
i 6 wil l be peosecutecf ia che fil1l extei�t of the law.
17 b) In additio�l, t1�e Contt•actor will assume all liabilities and
18 responsil�ilities �s a a�esull of these actions.
19 F. Public Notification Pt�ior to Bcginning Cor►stititction
2� I. Prio�• to begini�ing const�zictiorl on a��y blocl< i« the �roject, ocf a bloc]< by blocic
2! basis, prepare and deliver a notice or flyer of �l�e pending constiuction to the fi�o��t
22 daoi• of eack� ��esidence or business that wil! be i�npacted by constitilctian. Tltie natice
23 shall be prepared as �ollows:
24 a. Post notice or flyer 7 days prior to begi�uling any constallciion acti�ity on eacl�
25 block in the project area.
2G I) PY�epare flye�� on tlie Cont�'acto3•'s letterl�ead and inchic�e the folfowing
27 infa��«�ation:
28 a) Na�ne of P►�oject
29 b) CityProjectNo (CPN)
30 c) Sco}�c af Project (i,a ryl�e of constitilction activiry)
31 d) llctuai consi��trction duration within tlie black
32 e) Name of the contc-actor's foreman and phone nutnbei�
33 � Name of the Ciiy's inspector and plione nuil�t�er
34 g) City's after-hour-s phone nu�nbe�'
35 2) A sam�le of the `prc-construction notification' tlyer is attacited as �xiiibit
36 11.
37 3} Suhmit schedule showing tlte const��uctioti staet and finisl� tinie foi• eaci�
38 biock of the pi�ajeci to the inspectc�r.
39 4} Deliver flyer to the City Inspector for re�view �rio�� to c�ist��ibution,
40 b. Na constizictio�l ��vill be allowed ta begin on any Ulocic until the flyer is
41 delivered to all �'esidents of the block.
�2 G. Public Notification of'I'eznporaiy Water Seivice Inte�'�'uption dtu�ing Constniction
43 1. ln the event it becomes necessaiy to te�npora.rily sh��t clown watet' sezvice to
44 residents or businesses during constilictian, prepare and deli�er a not�ce ar flyer of
45 the pa��ding inte�'�'ul�tion ta the front dooz' af eacl� affected resident.
46 2. Pa'epared notice as follows:
47 a. Tlle notificatian a�' flyer shail be postcd 24 l�ours p�'ior to the teinporaz-y
48 interi'itpt�on.
C1TY OF FQRT WOR�'] I I'illo,e C'r��r! 1)t,Nrihi�li��ii Cc�nlc�r
STANDAR]7 CONSTILUCTION SPECIPICAT[ON DOCUM�NTS —17F.VELOPER A�VARI]ED PROl�CTS ('iri' f�'uj��c•1 :\"n, lI1 �(1?.'
Revised August, 30, 2013
UocuSign En�elope ID: B797CbC8-5FBE-4C76-922F-Uk3q35p630A�1
O13513-4
UAP SP�CIAL PRO.I EC]' PItOCLDURES
Page 4 of 7
1
2
3
�
S
G
7
S
9
10
11
12
13
14
15
16
b
c,
ci.
e.
f.
Pre�are flyer o�� ihe cont�•actoi•'s leLle��licad ai�d inclt�de t[�e following
ir�formation:
[) Naine of tfte �rojeci
2) Cily Pi•oject Number
3) Date of the intea��'uptian of service
4) Pe�'iod the interruplion will #al<e place
5) Narne of tl�c coni��actar's fore�na�� and }�lianc number
6) Nai�te of thc City's inspector azld pl�ort�e nu��iber
A sample ot�thc temporazy water service i�iten-uption z�otification is attached as
ExE�ibit B.
Deliver a copy of thc te�nporary inter�z�ption notification to ihe City ins��ector
for review prt'ioi• to being distributed.
No interruptiot� of water seiv�ce can accur iintil tlac flyer lias bee�� delivered to
all affected ��esidents and biisiijesses.
Electranic ve��siot�s of the san�ple flyers can be obEained froin the Project
Consti2tictioil ].t�spector,
17
18
19
�0
21
22
23
24
25
�.6
27
2R
29
30
31
32
33
3�
35
36
37
38
39
4D
41
H. Coordinatia» witli Clilited Sta�es Ai-�ny Corps of Engineei's (USACE)
At locations ii1 t13e Project where constiliction activities occtu- in ai�eas wl�ere
USAC� permits are requia�ed, i�ieet afi require�nents sei �oc-�Iz in each designaled
permit.
T. Coo��di��ation within Rail�•oad Perinit Ai�eas
At locations in the �roject wl�ere constrtijetion activities occtu� in areas wllei�e
raif�oad peiznits a�'e requieed, ineet all rec�uiretnents set �oi•th i�i eacl� designated
railroad pei7nit. 7'Iiis inclndes, but zs r1oC liinited to, }�t-ovisio3�s foi-:
a. Flaginen
b, [nspectors
c. Safety iraining
d. Additional insu�•ance
e. Insurance cerlificaies
f. Otl�er en1��loyees rec�t�ired to protect the right-of-tivay and property of the
Raih�oad Company fi-om damage arising out of andlar fro��i the co�istr�uctio�i of
the ��roject. �'ro�er uii[ity clearance p��ocedua�es sl�all Ue used in accordai�ce
with the permit guideiines.
2. Qbtaiv any suppleu7ental information �ieeded to coinp[y with tlic rail�•oad's
j�ec�uireinents.
J. Dust Cantrol
I. Use acce�tavle �neasu��es to control dttst at tiie Site.
a, lf water is used to contral dust, ca�h�re and propel'ly dis�ose of waste watcr.
b. if wet saw cLitting is pe��for�ned, capttu'e and pro�erly dispose of slurry,
K. Ein�loyee Paz•lcing
1. P�'avide }�arking for employees at loeations appro�ed Uy ihe City.
42 .
43 �„ .,.,.,,,.�;�., c..a,.,�:,,,,+:,,, r.�.. oa +�„ � t«� �.� �i4V.a
44 ; , r„ nt. ,;*i, „<<.' ,., �E ,,,: .,i o •+' .<<� .,�, �,.,�,....�: ; ...,.....::*.� ..�±
�• � �,:: , �.1:;
45 �.F�, • rrr,�rrnr�+., r�to., � r-�,,.,,,*,..,,.+:,,,, c.�e,.;�:.,,,*...,, �
Cl'1'Y OF FdRT WORTH L'!llu.s;�� C'�'et•k Di.slrihulrrorl C�'nf� r
STAN[}ARD CONSTRUCT[Q�I SPECLF[CATIdN DOCUMGNTS— E7EVELOPER AWAR�ED PRQ.I�CTS C';rt' P�r,jctc'! :\%ri. 1!1 ifl;;?
i2evised At��ust, 3[S, 2013
DocuSign tnvelope Id: B797G5C8-5F8E-4C76-922F-a8435D63UAE1
0] 3S 13-5
DAP SE'L,CIAL P120]�CT PRQCEdURLS
P�s�� s �r7
1 l.4 SUBMITTALS [NOT USED]
2 1.5 �CTION SUSMITTALS/INr'OR1I�ATIONAL �UBMITTALS [NO'I' US�D�
3 l.b CLOSEOUT SL1BM1'1"['ALS [1v07' USED�
4 1.7 MAINTENANC� MATF.1tIAL SURMiTTALS �NOT USED�
5 �.S QUALITY ASSURANCI+� [NOT USED]
b 1.9 DELIVERY, STQRAGE, AND HANDLING �NOT U�ED�
7 1.10 FIELD [SITE� CONDITIONS [NOT US�D]
R l.11 WARRANTY [NOT USEDJ
9 YART 2 � PRODUCTS �NOT US�D]
10 YART 3- EX�CUTlON [NOT USED]
m
12
FND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGF
1.3.B -- Adcled requireEiies�t of co�npl'ea��ce with I�ealth ar3d Safety Code, Title 9.
$/31/2012 D. .Toia�isou Safety, Sul�title A. Public Safety, Ci�apter 752. High Voliage Ove��head Lines.
13
C]TY OF i�ORT WORTH �ill�ig�� ['reE��� Dis�rilurri��r1 Ceirt:�r�
STANDARD CO�ISTI�UC'i'IdN SPF,C1FfCATIO�f i70CU114ENT5 — DEVELOP�R A1�1A1LDED PROJECTS Ci{r Pn�jc<•r ,\'n. I11�11?'
Rcvised August, 30, 2013
�ocuSign �nvelope ID: B797C5G8-5FBE-4C76-922F-OB435D63UA�1
01 35 l3 - G
DAP SPF.CfAL I'IZOl�CT PROC�DURF.S
Page G oF 7
2
3
4
5
b
7
8
9
lo
11
12
13
14
i5
1G
17
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21
22
23
24
25
2G
27
2$
29
��
31
32
33
34
35
3G
37
EXHIBIT A
(Ta be printed or� Contractor's Letterhead)
Date:
CPN Na.:
Praject Name:
Mapsco Location:
Limits of Construction:
�
THIS lS TO INF'ORM YOU THA7 UNDER A CONTRACT WITH THE CITY OF' F�RT
WORTH, OUR COMPANY WILL W�RK ON 1J71LITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WIL� BEGIN APPROXIMATELY SEVEN DAYS FROM THE DAT�
OF TNIS NOTICE.
IF YOU HAVE QUE�TIONS ABUU7 ACCESS, SECURITY, SAFETY OR ANY OTHER
15SLfE, PLEASE CAL.L:
Mr. <CONTRACiOR's 5UPERINTEND�NT> AT [�ELEPHON� No.�
r�
M�`. �Cl7Y INSPECTOR� AT C TELEPNONE NO.�
AFT�R 4:30 PM OR ON WEEKENDS, PLEASE GALL {817j 392 �30�
PLEASE KEEP THIS FLYER HANDYWHEN YOU CALL
CITY OF FORT WOIZ"CH I'rlli{��� Crecrk T7islrihtrri�nt f_'c'�ir��r�
STA1Vi7Afi� CONSTRUC'I'ION SPF..C1FiGATIOI�! [70CUMENTS— DEVELOP�R A�VARD�[� PRO.TECTS C'r1,� P�'r�jc'a7 ,1'i�_ I�liO"
Rcvised Augtsst, 30, 2013
LlacuSign Envelnpe Id: B797C5C8-5FBE-�4C76-922F-�B435D63UAE1
013513-7
BAP SP�CIAL PROJL:CT PROC�nURFS
Yage 7 of 7
�
�
�xHtBr�r B
FoRTWoRTH
DaSe:
DOE IiO. XXXIC
Project Iieme:
IyQTIC� OF TEMPORARY V�iATER SLRVICE
IHTERRi�PTIOri
AU� TO iSTILI�'7? IMPAOV�M�IV`CS II�I YUUR NFIG�II30RHOOD, YOUR
WATER STItVICE WILI, �3E IN'iEl2RYJPT�� ON
$�TW�EN THE HOl7R3 OF �N�
1F YOU �CAVE QU�.STIONS A,SOUT THIS SHUT-OUT, I'I.EAS� CAT.Y.:
MIi. A�'
(CO�TTRAC'f QRS SUPERIN'l'L+'ND�NT) (T�LEP�OI+IE iK[JMS�R)
OR
MR. AT
(CITY IhISPCCTOR) (T�I,�PHOIY� IVLfMREti)
TfII$1NCO1VV�lYlENC� WILL BI's AS SHORT AS YOSSIBL�.
T*iANK YOU,
CO1V'i'RACTOR
3
�4
CITY ON FORT WORTI I hz!lu��• Crc•rk f)islril��iri��n Ceixe�•
STANDARi] CONSTRUCTION SPF.C1FiCATION DOCUhRENTS — D�V�LOPF.Et AWA32DED PROJECTS t'7f1� P�<�i��c�f ,\,,, Il),ir}'?
Revised Ai€gust, 30, 2013
DocuSign Envelope IR: 8797C5C8-5FBE-4C76-922F-OB435U630A�1
p3 45 23
DAP TESTIrIG AND 1NSPEC7'IC)N SERV1Ci:5
Page 1 of 2
SECTION 01 �45 23
TESTING AND �NSPECTION SERVICES
1'ART 1 - GENERAi�
1.1 Si1M11�TtY
A. Section Incl�ides:
1. Testin� and inspection seivices procedures ar�d caordination
B. Deviations fiom tlais City of Fort Worth Standai•d Spccification
1. None.
C. Related Speciiicatian �ections include, but are not necessarily li�aaited to:
l. Division 0— Bidding Requi�'ements, Contract Forms and Conditions of the Cont�act
2. Division 1— Ge�aet�al Requireinents
1.2 PRiCE AND PAYMENT PROCEDUItES
A. Measurement and Payment
1. Worlc associated with this Ttem is considered subsidiary to the va�'ious Itci��s bid.
No separate payment vvill bc allowed for this Itei�.
a. Contx'actor is responsible for pez'fo�'ming, coordinating, and pay�nent of aIl
Quality Control testing.
b. City is �'esponsible fo�� perfanning and payinent for fi��st set of Qua�ity
Ass�z1•ance testing.
1) Tf the �xst Quality Assurance test pe�o�'zned by tlie City iails, the
Contractor is responsible £ar payine��t ai subsequent QualiLy Assu��ancc
testing ttzttil a passing test occurs.
a} Final acceptance will nat he issued by Ciiy until all �'equired payinents
for testing by Contracto�� I�ave been paid in fiill.
1.3 REFERENCES �NOT USEDJ
1.� ADMIN�STRATIVE REQUYREM�NTS
A. Testing
1. Complete testi ng in accordance with the Co�ltcact Docu�nents.
2. Coordinatio��
a. When tesling is required to be perfor��ned by the City, notify City, sufi'iciently
in advance, when testing is needed.
b. When testing is required to be completed by the Cont�'actor, notify City,
siifficiently i�� advance, that testing will l�e perfor�ned.
3. Distribution of Testing Reports
a. Electronic Dis%�ibution
1} Con��•�n dev�lopinent of P�-oject di�•ecto�y for electronic submittals to be
uploaded to the City's docume��t inanagement syste�n, ar another form af
distribution a�p�'oved by the City.
CI'i'Y OF F'OR"F WOit'C'H Villaga Creek Distribution Center
STA�IDARD CONSTRUCTION SFECIF'ICATION DOCUMENTS -- IJEVELOPL�R AWARDED PR03ECTS Ciiy Project No. 103072
Revised March 20, 2020
bocuSign Envelape IR: B797C5C8-5FBE-4C7B-922F-OB435[]630RE1
0 L 45 23
DAP TESTING AND INSPF.C7'ION SGRViCES
�'age 2 of 2
2) Upload test reports to designated ptoject directo►'y and no�ify app�'opriate
City representatives via email of submittal posting.
3) Ha�•d Copies
a) 1 capy for alI su�n�ittals submitted to the Project Representative
�. Hard Copy DisttiE�ution (if requit�ed in lie� of clectronic distribution)
l} Tests per%rmed by City
a) Distz•i�ute 1 hard copy tn the Contractor
2} Tests perfonned by t�e Contractor
a} Distx•ibute 3 hard copies to City's Project Representative
4. Pcovide City's Project Represe�ltative with tt�ip tickets foz' cach delivered load af
Concrete or Lime mate�'iai including the following inforination:
a. Name of pit
b. Date of delivery
c. Maierial delivez'ed
B. Inspeciior�
i. Inspectio� or lack of inspection does not t•elieve tl�e Contracto�• fi•om obligatio�� to
perform work in accot'dance with the Co�at�'act Doc�ments.
1.5 SUSMITTALS [NOT LTSED]
I.b ACTION SUBMITTAL�/INFORMATIONAL SUBM�TTALS [NOT USED]
1.7 CLOSEOUT SI7BMITTALS [NOT USED]
1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT �TSEDj
l.9 QUALITY ASSUR_ANCE �NOT USED]
l.I p DELIVERY, STORAGE, AND HANDLING [NOT USFD]
] .� 1 FIELD [SiTEj C4NDITIONS [NOT USED�
1.12 WARRANTY [NOT TJSED]
PART 2 � PR�DUCTS [NOT USED]
PART 3 - EXECi1TION [NOT US�D]
END OI' SECTION
Revision Lc�g
DA'FE NAME SUMMARY Ok' CHANGE
[13/20/2020 D.V. Magana Removed refe�•ence to Buzzsaw and noted that e[ectronic si►b�nittals be ulalaaded
throiigh the Ci€y s docume��t �nanagement system.
CI'�Y OI' FOR'C WORT�I Village Greek Distribution Cenier
3TANDARD COIVSTRUCT[ON 5PFCCFICATION DQCUML+NTS — DEVELOPER AWAAI�E:l7 PR03�CTS ��tS' �roject No. i 03072
�2evised Marcl� 20, 2020
QocuSign Envelopa ID: B797C5G8-5FBE-4C76-922F-UB435D630AE1
015000-1
DAP TEMPOIZARY PACII.IT[ES AN� CON'I'ROLS
Page 1 of q
S�CTION O1 SO 00
TEMPORARY �ACILZTIES AND CONTROLS
PAItT 1 - GENERA,L
I.l SUMMARY
A. Section Inclt�des:
I. �z•ovide temporaiy facilities and controls needed for tlie Work including, but not
necessarily linnited to:
a. Teinpora��y utilities
l�. Sanitaiy faciiities
c. Sto�'age Sheds and B�zildings
d. Dust cont��ol
e. Tenrzporaiy fencing of tl�e consti�zction site
B. Deviations fi'om this City of Fa�� Wortl� Star►daed Speci�cation
1. None.
C. Related Specification Sections include, but are nof: necessarily lianited to:
1. Division 0-- Bidding Require�nents, Cantract Forms and Conditions of the Contx'act
2. Division 1— General Requi�•ejne�ts
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Worlc associated witia this Itein is considered subsidiaiy to lhe va��ious Itet��s bid.
No separate pay�nent will be allowed for t�is Item.
1.3 R�TERENCES [NOT U�ED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Tempo�ary Utilities
I. Obiaining Te�nporary Se�'vice
a. Make airange�nents with utiliCy service companies for tempoz'ary services.
b. AUic�e by i�les and regulations of utility seivice companies or authorities
liaving jurisdiction.
c. Be responsible for utility service casts until Work is appraved for Fii�al
Acceptance.
1) Included are fiiel, powcr, lig�f, heat aud other utility seivices necessaiy %�'
execution, completiota, festit�g at�d initial opez'ation of Work.
2. Water
a. Contraciot• to provide wat�r req��i�ed for and in connectian witE� Work to be
pe�'fo��ned and for speci�ed tcsts oipi�it2�, equipinent, devices ar atkte�' use as
required far t�e completion af the Worlc.
b. P�'ovide and inaintain adequate supply of potable water for do�nestic
consumption by Contractor perso��►nel a�ad City's Froj ect Representatives.
c. Coordination
1) Contac� City 1 r�veelc before wate�� fox• construction is d�sii�ed
CTT'Y OP POR'�' WORTH Village Creek Distribution Cenler
STANDARD CONSTRUC;TION SPECIk�CATFOAI �OCUI�iENTS — IIk,VELOP�R AWA�iD�B PI207ECTS City Project Nn. 103072
Revised 7ULY 1, 2011
DocuSign Envelope ID: B797C5C8-5FBE-4C76-922F-(38435D630AE1
01 50 00 2
DAP TEMPdRARY F�ACILITIES ANl7 C()NTROLS
Page 2 of 4
d. Coniractor Payime��t for Construction Wat�r
1) Obtain construction water nlete�� fi�om City for payment as bzlled by City's
estaUlishect z•ates.
3. Elect�-icity anct Lighting
a. Pi•ovide and pay for electt•ic powered service as ��equired foz• Work, including
testing of Wo�'ic.
1) �z•ovide poweE� for lighting, opez•ation of equipment, or otl�e�• use.
b. Electric power sezvice includes #empo�-a�y po�x+e�' service or generator to
zaaaintain operations during scheduled shutdown.
4. Telephane
a. Provide ez��ez�gency telephone seiwice at Site �ar use by Cc�ntractar pe��sonnel
and others per%r�ning �voz•lc or fiiinishing seivices at Site.
5. Tempora��y Heat and Ventilation
a. Provide tez��oraiy heat as necessary for protection or coinpletion of Work.
U. Pro�ide tem�oraiy heat and ventilation to assu��e safe r�vorlcing conditions.
B. Sanitary Facilities
1. Pt�ovide and inaintain sanitary facilities for pe�'sons on Site.
a. Coinply with �-egulations o� State and local departments o� healtl�.
2. Enforce use of saasitaz'y facilities by consl�-uction pe�'sanneI at job site.
a. Enclose and anclior sanitary iacilities.
b. No discharge will be alIowed from ti�ese facilities.
c. Collect and stare sewage and waste so as not to cause nuisance ot' healt�
problem.
d. Haul sewage and waste off-site at no less tl�an wcekly intervals and p�'operly
dis�ose in accordance with applicable ��egulation.
3. Loca#e facilities near Wo�'lc Sitc and lceep clean and �z�aintained th�•o�ghout Project.
4. Reinove facilities at co�npletio�a of Project
C. 5torage Sheds azld Buildings
1. Provide adcquately �entilated, wate�•tight, weatl�er�roaf storage �acilities witl� floor
above gcound level fo�' materiais and equipme��t st�sceptible to weatl�er dan�age.
2. Storage of z�naYerials not susceptible to weather datnage may be on blocics off
gt�ound.
3. Store inaterials in a�aeat and orderly manner.
a. Piace materials and equipment to pet�mit easy access fo�� identi�catioii,
inspection and ii�venta�'y.
4. Equip building witl� lockable daors aud li�]�ting, ai�d p�•ovide electrical set�ice for
equiptnent space heaters and heating or ventilation as necessa�y to pro�ide storage
environments acceptable to specified inanuiactueers.
S, Fiil and grade site f oc te�npot'ary s�iuctures to ��'o�ide drainage away fro�x�
te��porary and existing buildings.
6. Re�nave building froin site p►'ior ta Fi�lal Acceptance.
D. Tetnpora�y �e��cing
1. Pt-ovide and inaintain far the duration or construction wl�en requir�d in contract
docu�x�ents
E. Dust ContcoI
C1TY QF FORT WOTtTH Vil[age Creek I]istribution Center
STANDARD CO�'STRUCTiON SPFCIFICATION BOCUMENTS —DEVELQPERAWARDED PR07ECTS City Project No. 1U3472
Revised NLY 1, 201 [
�ncuSign Envelope 1D: B797G5C8-5FB�-�4C7�-922F-OB435Q630AE1
U15000-3
AAV TEMPORARY FACILITIES A3VD CpNTftOLS
Page 3 oF4
I. Cant�actor is res�onsible foi• mai�ItaiE�ing dust cont�'al tl�rougt� the duration af the
project.
a. Contractor remains on-call at aIl times
b. Must respoz�d in a tin�ely ���anner
F. Temporary Pz'otection of Construction
1. Cantractor o�� s�bcont�'acto�'s az'e z'es�onsi6le fo�- protecting Woric fi�om damage d��e
to weatiier.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SL7BMITTALS/IN�'ORMATIONAL SUBM�TTALS �NOT USED]
1.7 CLOS��UT SUBMITTALS [NOT USED�
1.8 MA.INTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUAL�TY ASSURANCE �NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
L12 WAI2RANTY [NOT USFD]
PART 2 - PRODUCTS [N�T USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALL�RS [NOT USED]
3.2 �XAMINATION [NOT USED]
3.3 PREI'ARA.T�ON jNOT USED]
3.4 INSTALLAT�4N
A. 'I'empoz�ary �acilities
1. Maintain all tempo�•aey facilities for duration o£consti�iction ac�iviiies as ��eeded.
3.5 [RE�'AIRJ 1 [RESTORATiON]
3.6 RE-INSTAi�LATION
3.7 FIELD [oRj S�TE QUALITY CONTROL [NOT USED]
3.$ SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING jNOT USED]
3.10 CLEANING [NOT USEDj
3.11 CLOSEOUT ACT�'VITIES
A. Temporaiy Facilities
CITY OF FOR'I' WORTH Viilage Creek Distrib�tion Genter
STAN�ARD COI�S"6'KUC"C'ION SPECIE[GATION DOCCIMENTS — DEV�L�PER AWARI7ED PR07ECTS Ciiy Projeci �fa. 109072
Revised J[1LY I, 201 [
pocu5ign Envelope [�: B797C5G8-5FB�-�}C76-922F�-0B435D630AE1
015000-4
pAP TEtvIPC7RA1Zi' FACILITIES ANB CONTROLS
Page 9 of 4
1. Reinove all te�nporaz'y facilsties and t•estor� area after campletio�� oiti�e Worlc, ta a
condition equal to ar better than p�'ioz' to start of Worlc.
3.12 PROTECTIUN [NOT USED]
3.13 MAINTENANCE [NOT USED,
3.14 ATTACHMENTS (NOT USED�
END OI+ SECTION
Revisio�l Log
DATE NAM� SUMMARY OF CI-IANG�
CITY OF k'ORT WORTfI Vilfage Creelc Distribution Center
STANRARD CONSTRUCTION SPEC[FICATION BOCUIVIENTS — F3EVBLOPER AWARDED PRO.)ECTS Gity Project Na iD3072
Revised ]LJLY 4, 2011
�ocuSign Envelope ID: 6797C5C8-5FB�-�4C7Fi-922F-C18435D630AE1
015526-1
DAP STR�ET U5E F'EFtMIT ANl7 MODIFICATION5 'CO TRAFFIC CO3�TiZOL
Page 1 of 3
sECT�oN ai ss 2h
ST�2EE1 USE PERMIT AND MOD7FICATIONS TO TRAF�IC CONTROL
PART1� G�N�RAL
1,1 SUMMARY
A. Sectio� Includes:
1. Administ�ative pracedu�•es fo�•:
a. Street Use �et-�nit
b. Modification of apprnved tt•affic cont�ol
c. Rerrioval o� S%eet Signs
B. Deviations fi�a�n this City of Fort Worth Standat'd Specification
1. Norze.
C. ltelated Specification Sections include, but are not necessa��ily limited to:
1. Division 0-- Bidding Requ.it'cinents, Cot�tract Fo�'rrzs and Conditions of the Contract
2. Division I— Ge:nez�al Requirements
3. Section 34 7I 13 — Traffic Control
1,2 PRICE AND PAYMENT PROC�DURES
A. Measure:�xxent and Payinent
1. Work associated witli this �tein is consideced subsidiary to the various Itenis bid.
No separate pay�nenE wilI be allowed fo�• this Itein.
1.3 R�FERENCES
A. Reference Standa�'ds
1. Re�erence standards cited in this specification rcfer to the curreait reference standard
published at the tirz�e of the latest �•evisio�a date lagged at the end oithis
speci�cation, unless a date is speci�cally cited.
2. Texas Mai►ual on Unifo�'�n T�•affic Contt-al Devices (TMUTCD).
i.4 ADMTNISTRATIVE REQUIREMENTS
A. Tzaf�`ic Control
1. General
a. When tt�affic co;at�•ol plans are ii�cluded in the Drawings, p3ovide Traffic
Con[rol in accorda�ace �with Drawings and Section 34 7i 13.
b. When t�•affic cont�ol plans a��e not included in tl�e D��awi�igs, prepare traffic
contral plans in accordance with Section 34 71 13 and s�►bmit to City for
review.
1) Allow �ninimu�n 10 wo�'lcing days for review af p�•oposed T��affic Cont�ol.
B. Street Use Pei-�nit
1. Priar to installation of Tz•affic Cantrol, a City Street Use Perrnit is ��equired.
a. Ta abtain Street Use Permit, submit Traffic Cont��ol Plans to City
Tr•ansportation and P�iblic Wo�•ks Department.
CITY OF FORT WORTH Viilage Creek Distrihution Cer�ter
STANDARD CONSTRUC"f[ON SPECINICA'1'ION BOCUMF:N`7'S — DEVEI.OPBi2 AWARDE[] I'E20iECTS Giiy Project No. 103072
Revised 3uly 1, 2�11
E]ocu5ign En�elope IL�: 8797C5C8-5�13E-4C76-922F-4B435�630A�1
Ol 55 2G-2
DAP STREET USE Y�lZM1T AN17 MODiFICA'€"IONS TO TF2AHF[C CONTROL
Page 2 of 3
1} Allow a ini�limu�n of 5 worleing days for pe�'�a�it �'eview.
2} Cor►tractor's �'espor�sibility to coordi��ate review of Traf�c Control plans for
St�'eet Use Pe��mit, sucl� tl�at construction is noi delayed.
C. Modification to Appro�ed Traffic Control
P�•io�• to installation t��affic cantrol:
a. SuF�tr�it re�vised traffic controi �Ians to City Dcpartment Transportation and
Public Wa�lcs Department.
1) Revise Tz'affic Co��trol plans in accordance with Sectian 3A 71 13.
2) Allow minimu�n 5�varking days for review of revised Traf�c Cont��ol.
3) It is tl�e Coa�t��actor's respansibility to coordinate review af Traf�c Control
plans for Street Use Pe�•mit, such tl�at constt•uction is not delayed.
D. Removal of St��eet Sign
1. If it is determined that a street sign mttst l�e z'e�noved far const�uction, then contact
Ci�y Transpo�talion and P�tblic Wox'ks Depatt�nent, Signs and Marlcings Division to
��emove the sign.
E. Tetnporary Signage
1. In the casc of re�ulatory signs, replace permanent sign with temporary sign ineeiing
require�nents of the Iatest editian of ti�e Texas Manual on Uniforin Tz'af�ic Control
Devices (MUTCD).
2. Install tempa�'a�'y sign before tiie remaval of perinanent sign.
3. Whe� canst�-��ction is coinplete, to the extent t�at tlie permanent sign can be
reinstalled, contact thc City Transpot�ation and P�blic Wo�']cs Department, Signs
and Ma�•lcings Division, to reinstall the �e��manent sign.
F. Traffic Contcol Standards
1. Traffic Con�ol Sta�ada�'ds ca�� be %und on tlie City's Buzzsaw vvebsite.
1.5 SUBNI�TTALS [NOT US�D]
1.6 ACTION SUBMITTALS/IN�'ORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUSMITTALS [NOT USED]
1,8 MAINTENANC� MATERIAL SUBMITTALS �NOT USED]
1.9 QUALITY ASSUR.ANCE [NOT USED]
110 DELIVERY, ST�RAGE, AND NDLING [NOT USED]
1.11 F�ELD [SITE] COND�TIONS [NOT USEDj
1.12 WARR.ANTY [NOT US�D]
PART 2 � PRODUCTS [NOT USED]
PART 3 � EX�CC]TION [NUT USED]
END OF S�CTION
CI'fY OP FOR'I' WORTIi Viliage Creek pistrihution Center'
STANDAI2B CONSTRUCTION SPECC�'ICATIOi� [�OCUM�NTS -- DEVELOPER AWARb�3] PROJECTS City Praject Nn. 103072
Revised July 1, 2p14
DocuSign Envelope ID: 8797G5C8-5FBE-�4C76-922F-OB435Q630AE1
015526-3
DAY STRGGT I�SE PERMFT AN[] MOD[PICAT[OI+�S TO'i'ItAFFIC CON"1'ROL
Page 3 of 3
Revasioti Log
DATE NAME SUMMARY �F CHANGE
CI7'Y OI' FORT WORTH V€Ilage Creek i]is3rihution Center
STANnARD CONSTRLTCTION SPEGIFICATION BdCUMENTS — DT,V�LDYER AWAR�EB PROJ�;C7'S City F'roject No. 103072
Revised July l, 2011
RocuSign En�elape IC7: B79iC5C8-5FBE-4C7&-922F-08435D630AE1
O15713-1
DAP STC3Rivi WA"C�lt POLLUTIOI� PIZEVENTION
Page 1 of 3
SECTION OI 5'7 13
STORM WATER POLLUTION PREVENTION
PART1- GENERAL
1.1 SUMMARY
A. Section Incl��des:
1. Proceduz•es foz Starm Wate�- Pollution Prer�e�tian Plans
B. Deviatio�as fi•ozn this City of Fort Worth Standa�•d Specification
1. None.
C. Related 5��ecificaCion Sections i�cludc, b�t are not necessarily liinited to:
1. Di�isian 0— Bidding Require�nents, Contract �'ornls and Canditions of the
Contract
2. Division 1— Gencral Requiz'e��ents
3. Section 31 25 00 — Erasion and Sedi�nent Con�'ol
1.2 PRICE AND PAYMENT PROCEDITRES
A. Measu��ement and Payznent
1. Const�'uction Activities resulting iza less than 1 acre of distut�bance
a. ViTorlc associated with this Itein is co3�sidered subsidia�y to tlte various Items
bid. No separate payment will l�e allowed �ar tl�is Item.
2, Consh�ction Activities resuiting in greater than I acre of disturbai�ce
a. Measurement and �ayment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. AUbreviations ai�d Acronyms
1. Notice af �ntent: NOI
2. Notice of Termination: NOT
3. Stainl Water Pollution Pteve��tion Pian: SWPPP
4. Tcxas Co�runission on Envu•onmental Quality: TC�Q
5. Notice o� Change: NOC
A. Refe�•ence Standa�ds
1. Rcference standa�•ds cited in this Specification refer to the current �'eferea�ce
standa��d published at thc time of the latest revision date logged at tl�e end of this
S�ecification, unless a date is specificaily cited.
2. Integrated S#ot�►n Manageine�t (iSWM} Technical Man��al for Consti�ction
Cont�'als
].4 ADMINISTRATTVE REQU�REMENTS
A. General
1. Cont�'actor is responsible fo�� resolutio�� and payment of any fines iss�ed associated
with cai��liance to Sto�•�nwat�r Pollution P�-eventian F'la�.
CITY OF FORT WORTH Village Creek Distribulion Center
S'CANDARB CONSTRUCT[ON SP�CIFTCATION BOCUMENTS — DEVELOPER AWARI7ED PROJ�CTS City Project No. 103072
Revised 3uly 1, 201 I
C1acuSign EnveEope ID: 8797C5C8-51�B�-4C7b-922F-OB435p630AE1
0157[3-2
i7AP STORM WATER POLLUTIOIV i'REV�N'fION
Page 2 of 3
B. Co�3sh•uctian Activities r'csuiting in:
1. Less than 1 acre af dis��rUance
a. Provide erosian and sedit�lent control irt� accordance with Section 31 2S 00 and
Drawings.
2. 1 to Iess than 5 acres of disfttz•bance
a, Texas pollutant Discharge Elimination System (TPDES) Gene��al Coj�stx'uction
PeiYnit is required
b. Com�lete SWPP� in accordance with TCEQ ��equi��e�nents
1} TC�Q Small Constructian Site Notice Requi�•ed under genez•ai perinit
TXRi SOOOa
a) Sign and post at joU site
b} Prior to P�•econstruciion Meeting, send 1 copy to City De�artment of
Transpoafation and PuUlic Warks, Enviz•on�nen#al Divisio��, (817} 392-
6088.
2) Provide erosion and sediment controI in acco�dance with:
a) Section 31 25 00
b) The Dx•awings
c} TXR150000 Gene��a1 Permit
d} SWPPP
e} TCEQ requireinents
3. 5 acres ar tnore oi Dist�u'bance
a. Texas Pollutant Dischat�ge Elin�ination Syste�n {TPDES) Genei•al Const�'uction
Pe��init is rec�uired
b. Co�nplete SWP�P i�i acco��dance with TCEQ requirei�aents
1) Px'epare a TCEQ NOI form and sub�nit to TCEQ along with z'eqL�ired fee
a) Sign and posi at jo� site
b) Send copy to City Department of T��anspartation and Public Worlcs,
Environ�nentaI Division, (817) 392-b08$.
2} TCEQ Natice of Change rec�uired if malci��g changes oi• u��dates to NOI
3) Provide erosiai� a�ad sediinent contt'ol in accordance wit�:
a) Sectian 31 25 00
b) Tl�e D��awir�gs
c) TXR150�00 General Per:nnil
d) SWI'P�
e) TCEQ reqttire�neaits
4} Once the project has bee�a completed anci all the closeout rec�ui�'ements of
TCEQ have bee� met a TCEQ Notice of Tet-mination can be subtnitted.
a) Send capy to City Department of Transportation and Public Waz'��s,
E���iconmental Division, (817) 392-6088.
I.5 SUBMITTALS
A. SWPPP
Subtnit in accordance with Section Oi 33 00, except as stated hereia�,
a. Prior io tl�e Pr�const��uction Meeting, submit a dt'aft copy of SWPPP to t�e Ciiy
as follows:
1) 1 copy to the City Project Ma��ager
a) City Praject Mar�ager will fo�-ward to the City Departnrzent of
Trai�spo�'tatian and Public Worlcs, Environme�7tal Division for review
CITY OP I'ORT WORTH Villaga Creek Qistrihutian Center
STANDAR� CONSTRUCTIOI�! SPECIF1CATiON DOL'UMEt�TS — D�;VELOP�R 11WARBFD PR07ECTS �ity Project No. 103072
ftevised .Tuly 1, 201 i
�ocu5ign Envelape IR: 6797C5C8-5F8E-4C76-922F-Og435D630AE1
01 57 l3 - 3
DAP 5'!'ORM WA'i'ER POI.i,UTIOI� PREVENTION
Pugc 3 of 3
B. Modi�ed SWPPP
1. If t1�e SWPPP is a�evised during coi�sttuction, i�esubmit ��aodified SWPPP to the City
in accoz'dance with Section O1 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLO�EOUT SUBM�TTALS [NOT U,SED�
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANCE �NOT L1SED]
1.10 D�LIVERY, STORAGE, AND HANllLING [NOT US�D]
1.l I FI�LD [SITE] COND�TIONS [NOT US�D]
L12 WARR_ANTY [NOT USED]
PA17T 2 � I'RODi7CTS �NOT USED]
PART 3 - EXECIITION [NOT USEll]
END OF SECTION
CITY Ol� PORT WORTH Village Creek �isiribuiion Center
STANDARD CORSTRUCTION SPECII'1CATiON DOCi]M�NTS �- DEVP,LOPI:E2 AWARC3ED PROJf�CTS City Project Na. 103072
Revised July l, 20€ ]
pacuSign Envelope [f7: B797C5C8-S�E��-4C76-922F-OB435�630AE1
p1S813-i
DAP 'F'EMPORAIZY FR07ECT SiG3VAGE
Page 1 of 3
S�CTION Dl 58 l3
TL;MPOIL�4RY PRO�ECT SIGNAGE
PARTI� GEN�RAL
I.1 SUMMARY
A. Section Includes:
1. Te�r�poz•aiy Project Sigt�age Requirerr�ents
B. Deviations fi•om this City of �'ort Worth Standard Speciiacatio�€
1. None.
C. Related Speciiication Sections include, but are nat necessarily litnited to:
i, Divisian 0--- Bidding Rcquiretnents, Contract Foz'tns and Conditions of the Cont�'act
2. Division 1— General Requiretnents
1.2 PRICE AND 1'AYMENT PROCEDU1tES
A. Measu�'eRnent and Payn�ent
1. Work associated witil� this Item is conside�•ed subsidiary to tl�e various Itetns bid.
No scpa�'ate payinent will be allowed for this Ite�n.
1.3 RETERENCES �NOT USED]
1.4 ADM�NISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBM�TTALS [NOT USED]
1.6 ACT�ON SUBMTTTALSIINFORMA.T�ONAL SUBMITTALS [NOT USEDj
1.7 CLOSEOUT SUSNiITTALS [NOT USED]
L8 MAiNT�NANCE MATERiAL SUBMITTALS [NOT USED)
1.9 QUALITY ASSURANCE [NOT USED]
X10 DELTVERY, STORAGE, AND HANDLYNG [NOT USED)
X.] 1 FIELD (SITE] CONDYTIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER-�'URNISHED �oa] OWNER-SUPPLI�DPRODUCTS [NOT USED]
2.2 �QUIPM�NT, PRODUCT TYPES, AND MAT�RIALS
A. Design Criieria
l. Pz'ovide fi•ee standing Project Desig��atian Sign in acco�'dailce with City's Sta��da�-d
Details for pz•oject signs.
CI'€'Y OF POR'I' WORTI-I Village Greak Dislri6ution Center
STANQARD CONSTRLICTfON SYECIPICA'I'ION BOCUMENTS -- AEVELOPER AWAR�EB PRO.iECTS �'ty �roject iVo. 103072
Rcvised Apri17, 2014
DacuSign Envalope ID: B797C5C8-5FB�-4C76-922F-OB435D630AE1
O158f3-2
DAl' T�Mi'OitARY PR07ECT S[C�i�AGE
Page 2 af 3
B. Materials
1. Sign
a. Constructed af 3/a-i��cl� fir plywooc[, ��ade A-C (exteriar) or f�etter
2.3 ACCESSORIE� [NOT USED]
2.4 SO[1RC� QUALITY CONTROL [NOT USEll�
PART 3 - �XECUTION
3.I INSTALLERS [NOT USED]
3.2 EXAMINATION �NOT US�DJ
3.3 PR�PAI2.r�TION [NOT ITSED]
3.4 INSTALLATION
A. Gene�ai
1. Provide ve��ical installation at extents of �rojecfi.
2. Relocate sign as neecied, upon rec�uest of the City.
B. Mounting options
a. Skids
U. Posts
c, Bari•icade
3.5 REPAIR 1 RESTORAT�ON [NOT USED]
3.6 RE-INSTALLATION �NOT USED]
3.7 TIELD (oR� S�TE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
39 AD3USTING [NOT USED]
3.14 CLEANING (NOT USED�
311 CLOSEOUT ACTNITIES (N4T USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. Gene��al
I. Maintenance will include pain�ing a�1d repairs as needed or dit'ected �y the City,
314 ATTACHMENTS [NOT USED]
�ND OF SECTION
Village Creek Distribuiion Center
CITY OF FORT WO�LTH C3iy Project No. �03072
STANCaARB CONSTAUC'i'ION SPECIP'ICATIOI+I 170CU1VfENTS —17EVELOPER AWA[iDC� PRO]ECTS
Revised A�ri17, 201a
oocuSign �nvelope lD: B797C5G8-b�CiE-4C76-922F-DB435D630AE1
015813-3
DAi' T1:14fT'ORARY PROJECT SIGNAGF
Page 3 of 3
Revision Log
I�ATE I NA.ME I SUMMARY OF CHANGi
4/71201�4 M. I]omeneck� � IZe�ised for DAP application
CITY OF FORT WORTH Village Creek Dislrit�uiion Center
STAN�ARD CONST�LTCTION SPECIFICAT30N DOCUM�NTS —IIEVELOPER AWARI]Ff] PROJF,CTS Ciiy Project No. 103072
Revised April 7, 2D14
DocuSign Envelape I�: Bi97C5CF3-5FBE-4C76-922F-OB435D630A�1
01 C6 OD
DAE' PROi]'UCT REQUIRF.MENTS
!'aee ] nF2
SECTiON O1 60 Ob
PRODUCT REQUIREMLNTS
PART1- G�NERAL
I.1 SUMMARY
A. Seetian Inchldes:
References for Produci Requirements and City Standa��d �roducts List
B. Deviations from this City of Fort Wort�� Stat�dard Specification
1. None,
C. Related Specification Sectians include, but are xiot necessa�'ily limited to:
1. Divisio�i 0— Bidding Req���i•ei�ients, ConCract Porn�s a�id Conditio��s of t�c Ct�i�tt�act
2, Division 3— General Require�iicnts
1.2 PRYC� AND PAYM�NT PROCEDiJRES [NOT USED]
1,3 REFERENC�S �NOT US�D]
I.4 ADMYN�STRATIVE REQUIRLMENTS
A[ist of City a�7�roved �roducts for use is availa�ile ti�►i•ough tl�e Ciiy's weUsite at:
ht s:lla >>s.fo�-twartl�te�as. avlPj•o'ectResc�u�•ces/ �nd fo�lowi�lg tl�e clirccto�-y
�atks: 02 - Construction Docut��cntslStandaed P�-oducts List
A. Only products specii�ically inciuded an City's Stai�dard Product List in these Coniract
Doct�fnents shall bc al[owed for use on tl�e P�•oject.
1. Any subseq�iently approved prociucts will on�y be allowed for use upoz� specifc
approval by the City.
B, Any s�zecific procEucL rec�uirc�nents in tl�c Co�itract Docu��lents supersede si��iila��
praducts ii�cluded on the Ciry's Sta�ldard P��oduct List.
I. The City reserves ihe right ta �1ot allow products to �ic �ised for certai�� prajects even
Lhougil khe p�'oduct is listed on tlic City's Standai-d P�'oduct List.
C. Altt�ough a speci�'ic ��E�oduct is i��cluded on City's Standard Pz�odiiet List, nat all
producks f�'otn that man�sfaet�irer are approved fo�' use, icscluding i�ut not li�nited to, tt�at
Ena��ufachii�eE�'s standard prodiict.
D. See Sectian OI 33 QO ft�r st�liaa�ittal requii'einc�}ts of Praduct Data i��cluded on C�ly's
Standard 1'r�dl�ct List.
l.5 SUBMITTALS �N4T USED]
1.6 ACTIDN SUBMXTTAL�IINF4RMAT�ONAL SUBMITTALS �NOT US�D]
1.'7 CLOSEOUT SUI3MTTTALS [NOT [TS�D}
1.$ MAiNTENANCE MATERIAL SUBMITTALS (NOT US�D]
1.9 QUAT,ITY AS�URA.NCE �NOT USED]
C1TY �P POR'1' WOIt"I'H Viliaga Creek Disiribution Center
STANDARD COi�15TRUCTIQi�I SPF.CIFICA'!'ION DOCL3n9EiNTS — D�V�LOPER AWARD�D PROJF,CfS City Projeot t�o. 103072
Revised Ma:�ch 20, 202(i
�ocu5ign Envelope [�: B797C5C8-5FgE-4C76-922F-[}I3435Dfi30A�'[
O 1 GO 00
DAi' 3'RODUCT RFQUIRrM�,NTS
Page 2 of 2
LIO DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 F1ELD [SIT�] CONDITIONS (NOT USED]
1.12 WARRANTY (N4T USED]
PART 2 - PRODUCTS �NOT USED]
PART 3 - �XECUTION �N�T USED]
END OF SECTJON
CITY OF F4RT WORTII Village Creak Disitihution Center
STA�IDI+RD CONSTRUCT[ON S!'ECIFICATION DOCUMENTS -- T7EVEE.OPER AWARDED PROJ}�CTS �itY Ptoject No. iO3U72
Revised Ivfarckt 2�, 2020
pocu5ign En�elope ID: B797C5C8-5FBE-4C7fi-922�-�B435CJ630AE1
O1G604-]
DAP P]20DUCT STORAGE ANfI HANI]I.CI�G REQlJIR�;MEN"1'S
Page L of 4
SECT�ON 01 G6 00
PRODUC`I' STOI2AGE AND HA.NDLING R�QUIREMENTS
PART 1 - GENERAT,
�.l SUMMAItY
�1. Section It�cl�tdes:
1. Scheduling of product delive�'y
2. Pacicaging of pzoducts far delive�y
3. �z•atection of products against datnage fi�atn:
a. Handling
b. Exposure to elements or hazs� environments
B. Deviations fi�om ti�is City of Fo�� Worth Standa��d Specification
I. Nane.
C, Related Specification Sections include, but are nai necessarily limiEed to:
I. Division 0--- Bidding Requirements, Contract For��1s and Conditions of the Coa�tract
2. Division 1— Ge��e�-al Requiren�ents
1.2 PRICE AND PAYMENT PROCEDURES
A. Measu�'enlent and Payment
1, Worlc assaciated with i�tis Item is considered subsidiaty to the various Ite��s bid,
No sepaz'atie payment will �e allowed far tliis Iiem.
1.3 REFER�NCES [NOT USED]
�.4 ADMINISTRATTVE R�QUIREMENTS [NOT USED]
1.5 SUBMITTALS (NOT USED]
1.6 ACTION SUBMITTALS/�NTORMATIONAL SU�3MITTALS [NOT vSED]
1.7 CLOSEOUT SUBMTTTALS �NOT USED]
1.8 MAINTENANC� MATER�AL SUBMITTALS �NOT USED]
1.9 QUAL�TY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLYNG
A. Delivery Reqt�irerr�ents
1. Schedule deliveiy of products or eqttipme��t as t•equired to allow titnely installation
and to avoid prolo►iged storage.
2. Pravide appE�opriate pez'sonn�I and equipmej�t ta �eceive deliveries.
3, Delivery t�-ucks will not be pera�itted to wait extended periods of time on the Site
for personnel o�' equiptz�eni to receive the delivery.
CCTY OF FOIZT WORT'H Village Greek Distri6ution Center
STANDARI3 CONSTRUCTION SI'ECIFICATION AQCUM�IdT5 --1�EVELOP�R AWARDELI PROJFC'CS Gity Projeci No. 103072
Rcvised Apri17, 2014
DocuSign �rtveiope ID: B797C.5CS-5FB�-4C76-922F-�8435L7630AE1
OL GG00-2
DAP PRODUCT STORAG� AND f tANBLING REQUIREMEI�TS
Page 2 af �}
4. Deliver p��oducts or equip�►zent in manufacturer's origi��al unbrol<en carto��s ar othet�
cantainez's designed and co�structed to p��otect the contents fiom physical o�
environmental daza�age.
5. Clearly and fiil�y mark and identify as to manufactu�•er, item and installation
location.
G. Pz•avide inanufactLu•er's inste►.tctions fot• storage and handling.
B. Ha�dling Requireine�ts
1. Handle pi'odttcts or equipment in accordance wit� these Con�act Documents and
mantlfacturer's recommendations and izast��uctions.
C. Starage Requiremer�is
1, Store materials in acco�-dance with �an�facturer's �•ecaintnendations and
req�iit�e�nents of these Specifications.
2. Make necessa�y pz'avisions for safe sto�'age of materials and eq�ipine�it.
a. Place loose soil materials and inatei•ials to l�e incoiporatcd into Work #o prevent
damage to any pat't of Worlc or existing facilities and �o maintain �i-ee access at
ail times to ail pa��ts of Woilc and to utility seivice company installatEons i��
vicinity of Work.
3. Keep materials and eqt�iprr�ent neatly and co�npactly stored in locations tlaat will
cause ininiinum inconvenience ta ather cantractox's, public tra�el, adjoining owners,
tenants and occ�pa��ts.
a. Arrange sto��age to �rovide easy access for inspection.
�. Restcict starage to areas available on construction site for storage of �naterial a�ad
equipment as shown on Drawings, or approved Uy City's �roject Representative.
5. Provide off-site storage and pratection when on-site storage is not adequate.
a. Px'ovide addresses o� and access to off site stot•age locations for ins�ectiara by
City's P��oject Representative.
6. Do not use lawns, grass plots o�' atl�er pa�ivate p�'operty for storage pu�poses without
writte:� pertnission of owner or atlie�� person in possessian o�' eontrol of prerrzises.
'7, Slore in ���an��factu�'ers' unopened cantainers.
8. Neatly, safely and compactly stack inaterials delivered and stored atong li�►e of
Wo�lc ta avoid inconvenience and damage ta property ownet's and gene��al pttblic
and inaintain at least 3 feet froin fire hydrant.
9. Keep public and p��ivate driveways and st��eet cz'assings open.
10. Rcpair ot replace damaged lawns, sidewall<s, streets or othet i�nproveinents to
satisfactian of City's Prnject Representative.
a. Tatal length which anate�'ials �nay be distribuied along route of construction at
one time is 1,000 linear feet, unless otherwise appraved in writing l�y Cil:y's
Project Rep��esentative.
CIT'Y OF FORT WORTH Viilage Creak aislribution Center
S'I'AND� CQNSTRIIC"I'[ON SPECIFICAT[ON DOCIJMENTS — DEVELOPiR AWARDED I'ROJECTS ���Y Project No. 103072
Revised April 7, 2014
pocuSign �nvelope ID: B797C5C8-5FBE-4C76-922F-0H435D63�AE�t
0 I 66 00 - 3
DAP PROi]UC'l' STORAGE AND IIANDLITIG REQUIREM�NTS
Pa�e 3 of4
1.11 FIELD [SIT�� CONDITIONS [NOT US�D�
112 WARRANTY jNOT L1SED]
PART 2 � PRODUCTS [NOT USED]
PART 3 - �X�Ci1TYON
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION {NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 R�PAIR / RESTORATION (NOT USED]
3.b R�-TNSTALLATION [NOT USED]
3.7 FIELD [oRJ SITE QUALITY C4NTROL
A. Tests and Inspections
1. Inspect all p��oducts or equipment delivered to tl�e site priot' ia unloading.
B. Non-Conforming Woric
1. Reject all p�'oducts or equipnaet►t fhat are damaged, used or in any othex' way
unsatisfactoiy for Ltse an the p�•oject.
3.8 SYSTEM STARTUP [NOT US�D]
3.9 AD�USTING [NOT USED]
3.10 CL�ANYNG [NOT USED�
3.11 CLOSEOUT ACTIVITI�S (NOT USED]
3.I2 PROTECTION
A. P�-otect all p�'oducts oi� equiprne�lt in accot�dance wit��t ►nanufacttzrer's written di�ections.
B. Store pxoducts or equipment in location to avoid physical ciamage to items wl�ile in
storage.
C. Protect ec�uipment ft'o�n exposure to elerrtents and Iceep thornughiy dry if rcquired by
the inanu�act�rer.
3.I3 MAINTENANCE [NOT USED]
314 ATTACHM�NTS [NOT USED]
�ND O� SECT�ON
CITY Ol� FQRT WORTH Village Creek �istribution Centar
STANDARD CONSTRUCTiON SPECIPICATION BOCUMENTS —D�:VELOPER AWARDEB PRO.i8CT5 City Prnject Nn. 103072
F2evised April 7, 2014
DocuSign Envelope [�: B797C5G8-5FBE-4C76-922F-OB435D630AE1
0! fi600-4
E�AP PRODUC;`I' STO�LAC'iE AND HANBIaIIVC'� It�QU11tGNtFN7'S
Pa�;e �F of 4
C1TY OF POI�i WORTH Village Creek Distribution Center
57`AN�ARD CONSTR[7CTION SPECTFICAT[QN DOCl3ME�iTS — DEVELOPER A WARD�D PROJEC'CS Gity Projeci No. 103072
Revised Ap3•il '7, 2014
DocuSign Envelope [D; 8797C5C8-5FB�-4C76-922F-06435D63UAE9
01 '70 O0 - 1
DAi' M013[LIZATION AND REMDI3iLIZATION
Pagc 1 of 4
SECTION O1 70 00
MOBILIZATION AND R�MOB�,IZATION
PART1- GEN�RAL
1.1 SUMMARY
A. Sectio� Includes:
1. Mobilizatian and Demobilization
a. Mol�ilization
1) Transpaz�atio� of Cot�tz'actor's personnel, eyuipment, and operating supplies
to the Site
2) Establisl�snent of necessa�'y ge��eral facilities for the Cant�'actor's opex'ation
at the Site
3) Premituns paid for perfot'��lance and payxnent bortds
4} Transportation of Contractor's pe�'sonnei, equipzxzent, and opet'ating supplies
to anoti�er location within the designated Site
5} Relacation of necessary general facilities foc the Cantracto��'s opeeation
from 1 lacation to anothe�� location on t}�e Site.
b. Demobilizatioz�
1) T�'ansportation of Canteactor's personnel, equipmen#, and operating sup�lies
away fron� the Site including disassei�bly
2} Site Cican-up
3} Ren�oval of all buildings and/or other facilities assembled at the Site for t1�is
Canteact
c. Mobilization and Demobilization do not include acti�ities far specific ite��as of
worlc that acc for whicla payment is p�•avided elsewhere in the cont►'aet.
2. Re�nol�ilization
a. Reinobilizatian for S�ispensian af Wo��k speeifically req��ired in the Cnnt�'act
Docuznents or as req�ired by City it�cl�ides:
�} Demobilizatiat�
a) Tz'ansportation of Contractox''s perso��nel, equipment, anci o�erating
supplies fi'oln tlte Site includi�tg disassembly or tempararily secuting
equipine►3t, supplies, and othe�• facilities as designated by thc Contract
Docu�nents �accessary to suspend the Woz'Ic.
b} Site Clcan-up as designated in the Contract Docu�nents
2} Remobiiization
a} Transpo�'tation of Conteactar's personncl, equiprnent, and ope�'ating
supplies to the Site necessaiy ta resume the Wark.
b} Establishmcnt of necessaiy general facilities far �1�e Contractor's
ope�atia�� at the Site �iecessaiy to �•esuine the Wor1c,
3) No Payinents will be �nade fn�•:
a) Mobilization and Deinobilizatia� froin one location to another on t[�e
Site in ti�e n��•�nal progress of performi�ig tlae Worlc.
b} Stand-by or idle ii�ne
c) Lost profits
3. Mobilizatiot�s and Demol�ilization for Miscella�►eous P�•ojects
a. Mobilization a�d Demobilization
CITY OF FORT WORTH Village Creek DisSribution Cenier
STANDAAD CONSTRUCTEON SPECIF1CATiON DOCUME�NTS —[]EVELOPER AWARDSB PR03ECTS City Project No. 109a72
Revised Apri17, 2014
pocu5igr� Envelope IR, B79iG5C8-5FB�-�4C7�i-922F-DB�435D630AE'€
a� �ooa-z
DAP MOBI[�CGATION ANd RFMDBII.,IZATIOI�!
Page 2 of 4
l} Mabiiization shall consist of tl�e activities and cost on a Woi•k Order basis
necessa�y fo�':
a) Tt'ansportation of Contractoz''s personnel, equiprr�ent, and operating
supplies to the Site for �he issued Wo��k Order.
U) Establishmeni of necessaiy gez�eral facilities far tl�te Contz'acto��'s
operatiota at the Site for the iss�led Work Order
2) Demobilization shall coz�sist of the activities and cast necessary for:
a) Trans�ortation of Contractor's persoi��►el, equipnlent, and o���rati�g
su�plies fi-om the Site including disassem�ly for each issued Worlc
Order
b) Site Clean-up for each issued Wo�t•lc Order
c} Removai of all buildin�s o�' other facilities assembled at the Site fot
each Work Oder
b. Mobilization and Demol�ilization da not include activities %r specific iterns of
wo�•lc for wllich paymeilt is provided elsewhez'e in the cont�'act.
4. E�aaergency Mobilizations and De�nobilizatian fo�� Miscellaneous Projectis
a. A Mobilization for Misecllaneous Px'ajects wl�eaa di�•ected Uy the City and t�e
naabilization occurs within 241iours of the iss�ancc of the Woj�lc Order.
B. Deviations ft•om this City of Fort Worth Standaz'd Specification
1. None.
C. ReIated Specification Sections include, b�.�t az'e nat necessarily iitnited ia:
1, Division �— Bidding Req�zit•ements, Contract �o�'zlls and Cond�tions of tiae Contract
2. Division 1— Genet'al Requireinents
1.2 PRICE AND PAYMENT PROCEDURES
A. Measu�'ement and Payme�it
1. Mabilization and Demobili�ation
a. Measure
1) This Item is considez'ed subsidiaz'y to the various Iterrts bid.
b. Paymeni
1) The wa�'lc performed and materials fuinisi�ed ir� accardance with this Item
aze subsidiaiy ta t��e vaciaus Iterr�s bid ax�d no other conapensation will be
allowed.
2. Remobiiizatio�� for s�spension of Worlc as specifically t'equi�•ed in tlae Contract
Docurxients
a. Measurement
1} Measurement fo�' il�is Item s13a11 be per eacl� remobilization performed.
b. Payment
1) The worlc performed and Inate��ials fiirnished in accordance witl� tl�is Itetn
and ineasured as pi'avided under "Measurement" wiil be pa�d for at the �mit
pi�ice per each "Speci�`ied Remabilization" in accordance with Contract
Doc�tments.
c. The price sha11 i�iclude:
l) De�nobilization as described i� Section 1.1.A.2.a.1}
2) Reinobilizatio��► as desciibed iii Section 1.1.A.2.a.2}
d. No paymet�ts will be inade for standby, idle tiine, or los� profits assaciated this
Ttein.
C1TY OP FORT W03ZTH Village Creek Distribution Cenier
STAN�ARD C�NSTIiUCT[ON SPECCFICATIQN BOC:UMENTS — D�VELOP�R AWARDED PROJECTS Ciiy Projecl No. t03072
Revised Apr's17, 2014
DocuSign �nvelope ID: B797C5i;8-5FBE-4C76-922F-�8435D630A�1
03 70 00 3
DAP MOBILIZATION AND REIvtOBIL1.7.,A'C[ON
Page 3 of 4
3. Remobilization for suspension of Work as req�zi�'ed by City
a. Measurement and Payinent
1) Tl�is s�ail �e subinitted as a Cant��act Clain2 in accordance with Article 10
o�' Sectio�� 00 72 00.
2} No payinents will �e anade for standby, idle time, oi- lost profits associated
with t��is Itein.
4. Mol�ilizations and Demobilizations fo�� Miscellaneous Projects
a. Measuret�ent
�) Measureinent �oz• tlus Item sl�al[ be for each Mo�ilization and
Dejnni�ilization requi�ed by the Canh•act Documents
b. Payzner►t
1) The Wo�•k �erformed and mate�-ials furnisf�ed in accoa�dance witl� tl�is Itein
and lneasured as pz•ovided ��nder "Measu��ement" will be paid for at tk�e unit
price peF each "Wo�-k Ordez• Mobilizatian" in accordance wit� Cantract
Doc�tne�its. DeinobiIization shall l�e considered subsidiary to �nol�ilizatian
and shall not be paid fo�� se�aa�'ately.
c. The price si�ali include:
1} MobiIization ds described in Section 1.1.A.3.a.1}
2) Denlobilization as desct'ibed in Section 1.1.A.3.a.2)
d. No pay�nents will be nzad� for standby, idie ti�aie, o�- lost profits associated this
Itein.
5. E�nerge�cy Mal�ilizations and De�noUilizations for Miscellaneous Projects
a. Meas�remen�
1) Measu�'ement for t.his Itein shall be for each Mobilization and
Demobilizatio� z'equired by the Contract Docuinents
b. Payment
1} Tlie Worlc perfoz'tned a��d materials furnished in accardance wifh tlais Item
and rneasured as provided under "Measurement" will be paid fo�� at the unit
p�'ice per eacl� "Wo�'lc Order Eme��gency Mo6ilization" in accoi�dance with
Co�l�eact Docuinents. Demobilization shall be considered subsidiary to
ir�obilization aiid shall not be paid fot' sepas•ately.
c. T�e price shall include
1} Mobilization as described in Sectian i.1.A.4.a)
2) De�nobilizatio� as described in Sectiot� 1.1.A.3.a.2)
d. No payments �vill l�e made f�r statldby, idle tit�e, o�• lost profits associated this
Item.
1.3 REFERENCES (NOT USEDj
1.4 ADMINISTRATiVE REQUIREMENTS [NOT i1SED]
1.5 SUBMITTALS [NOT USED]
L6 INFOR_MATIONAL SUBMITTAT,S [NOT USED]
l.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAiNTENANCE MATER�AL SUBMITTAL,S [NOT USED�
1.9 QUALITY ASSiTRANCE [NOT USED]
I10 DELIVERY, STORAGE, AND HANDLjNG [NOT USED]
Cl`!'Y OP FORT WORTH Village Creek pistributior� Cenier
STANDARD CONS"i'RUCTION Sl'ECIFICATION BOCUNi�NTS — DEVEI,OPER AWARDED PRQJECTS City Project No. 103072
Rcvised April 7, 2014
pocuSign Envelape ID: B797C5C8-5FSt-4C76-922�-flB43bL7630A�1
O17000-4
DAP MOBILIZATION A3+1D REIvfOB1E.iZATIOI�C
Page 4 of4
�.11 RIELD [SITE] CONDIT�ONS [NOT USED�
1.12 WARRANTY [NOT LTSED]
PART 2- i'RODUCTS jNOT USED]
PART 3 - EXCCUTION [NOT US�D�
END OF SECTiON
CITY OF FORT WORTH Village Creek aistribution Center
STAt1DARB CONSTRUCTION 3P�.CII'ICATION [30CUMENT5 -- DEV�I,Ol'ER AWARD�D PEtOJECTS Ci1y Project No. 103072
Fievised A��ri17, 2014
docuSign En�alope ID: B797C5C8-5FE3�-qC76-922F-46435C]63DAE1
017123-4
DAP CONSTRUCTION STAICIi�fC� AND SURVEY
Page I of4
SECT�ON OI 71 23
CONSTRUCTION STAKING AND SURVBY
PART 1 � GENERAI.
1.1 SUMMARY
A. Section 1ncludes:
1. Requi�ements for const��ctio� staking and const�l�ction survey
B. Deviations �t•om il�is City of Fort Wat•th Standarct Specification
1. None.
C. Related Specification Sections incltade, �ut are not necessa�•iiy liiiuted to:
1. Divisior� 0— Biddii�g Requirements, Contiact Forms and Conditions of the Cont�act
2. Division 1-- General Requi�errzents
L2 PRTCE AND PAYMENT PROC�DURES
A. Measurement and Paytnent
1. Const�-uctian Stalcing
a. Measurcment
1) This Itetn is conside�'ed subsidiary to the various Ite:aas bid.
l�. Payment
1} The vaork pe�-forrned and the mate�'ials furnished in accordance witla this
Item are subsidiacy Eo tl�e various Itetns bid and t�o other compensatioit wiil
be alIawed.
2. Const�-uctian Sui•vey
a. Measurement
1) Tl�is Item is considet'ed subsidiary to the various Ite�xs �id.
U. Payment
1} The wo�lc �erformed and the inate�'ials furnished in accordance with this
Item are su�sidia�y to tl�►c vazious Items bid a��d no other compensatio�t will
be allovt�ed.
1.3 RETERENCES [NOT USED]
1.4 ADMINiSTRATIVE REQUIREM�NTS [NOT USED]
1.5 SUBMITTALS
A. S��b�ittals, if req�ired, sl�all be in accordance witi� Section O1 33 D0.
B. Ail subinitta[s shall be app�'oved by the City prior to delive�y.
1.6 ACTION SUBMITTALS/�NI'QRMATIONAL SUBMITTALS
A. Ce�'tificates
1. Provide carti�cate certifying tlaat elevations a�d locations of i�nprovements are in
confoz�itr►ance oi• non�co�7fo��rnance with ��ec�uireinents of the Contract Dacuinents.
a. Cet-lificate t��ust be sealed by a registered p�'afessional land suzveyo�� in the
State of Texas.
CITY OF FORT WQRTH Village Creek Distribution Cenier
ST/1NDAILD CONSTRLIC'I'I03�! SPECIFICATION DOCUMENTS -- i7EV�LOPER AWAEtDED PR�JECTS Ciiy Praject No. 103072
Revised Apri17, 2014
DocuSign �nve[ope ID: S797C5C8-5FBE-4C76-922F-OB435�7630AE1
03 7i 23 - 2
DAP CONSTRUCTION S`['AIC[NG AND SURV�Y
Page 2 of 4
B. FieId Quality Control Subinittals
1. Doci�n�entation ve�'ifying accuracy af iielcE engineeting work.
1.7 CL45�OUT SUBMITTALS [NOT USED�
1.8 MAIN 1'ENANCE MATERIAL SUBMITTALS (NOT US�D]
1.9 QUALITY ASSURANCE
A. Const��ction Staldng
1. Construction stal<ing will be perfor�ned by the City.
2. Coordination
a. Cantact City's P�'oject Representative at least 2 weeks in advance for
scheduling of Constiuction StaIcing.
b, lt is the Contracto�•'s x•esponsibility to coordinate staking si�ch that const�-�zction
activities are not delayed or negativeiy impacled.
3. General
a. Contractor is z'espansible for presciving and maintaining stakes fuR'nished by
City.
b. If in the opinion of tlae City, a suff cicnt nu�a�be�' of stalces or marlcings k�ave
been lost, destroyed or disturbed, by Contractor's neglect, such that ti�e
contracted Woilc ca��ot iake place, then the Cont�'actor will be requi�'ed to pay
tl�e City �o�' new stal<ing with a 25 percent inai�kup. TI�e cost for stalcing will be
deducted fco�t�► the payment due to the Contracto�' �ar tlie Project.
B. Canstt'uction Survey
I. Constructifln Suivey will be perfori�ed by tlae City.
2. Coordination
a. Contractor to verify iha� cont�•ol data established in the design su�vey z'emains
intact.
b. Caordinate with the City p�'io�• ta field investigatian to deterinine wl�ich
liorizontal and vertical control data will be �•equited for cansti�ctioi� su�vey.
c. It is tl�e Cont�•actor's respo�asi6ility to caordinate Consiruction Survey suel� that
construction activities are not delayed o�' negatively iinpacted.
d. Notify Czty if any control data rzeeds to be restored or �'eplaced due ta damage
caused during const�'�xction operations.
1) City shali perfo��m replacemei�ts andlor restoratioi�s.
3. General
a. Constructian survey will be �erformed in o�'der to maintain complete and
accurate logs of coliti�ol and su�-vey vtrorlc as it progresses fot' Project Recards.
b. The Contracto�- will need ta ensure coo�-dinatio� is rnaintained with the City to
perform consteuction s�zrvey ta obtai�� construction %aiures, includi��g 6ttt not
liinited to the follawing:
1) All Utiliry Lines
a) Ri� and flowline eIevatio��s and coordinates far each �nanhole or
junction s�iucture
2) Water Lines
a} Tap of pil�e elevations and coordinates for vvaterliiies at tl�e followit�g
locatioaas:
{I) Eveiy 250 linear feet
CI"I'Y 4F �'OTtT WORTi3 Village Creek Distribut4on Center
STANC]ARD CONSTRUCTION 3PECTF€CATION DOCUME�ITS — DFVE�.OP�R t1WAFtDED PROJECTS City Projeci Na. ib3072
Revised Apc�i[ 7, 2U[a
�acuSign �nveEope ID; B797C5C8-5FSE-4C76-922F-UB436D630AE9
Ol7]23-3
DAP CONSTRUCTIOiV STAK3NG AN€] SURVEY
Page3 of9
(2} Ha�-izontal and ve�'tical points of inflection, cu�'vature, etc. (All
Fittings)
(3} Cathodic protectio:� tesi stations
(4) Sat��piing stations
(5) Metei boxeslvaults (AlI sizes}
(b) Fire lines
(7) Fu•e ��ydrants
($) Gatc valves
{9) Plugs, stubouts, dead-end Iines
(10} Air Release vaives (Manhole rim and vent pipe)
{ I 1} Blaw off valves (Manhole rim and valvc lid}
(12} Pressure pIane valves
(I3} Cleaning wyes
( I4} Casing pipe (each end}
b) �torm Sewer
(1) Top o�pipe elevations and coordi:�ates at the following locations:
{a) Every 2501irzeax• �eet
{b) Ho�•izontal and vertical points of infleci:ion, cut•vatuee, etc.
c) Sanitaiy Sewer �
{1j Tap af pipe elevations and coordinates fo�' sanitaiy sewer lines at
tlae following locations:
(a) Evciy 2501inear feet
(b) Hoz'izontal and verticai points of inflection, curvatui-e, etc.
(c} Cleano�ts
c. Construction su�'�ey will be perforined in orctet' to �r►aintain ca�nplete and
accurate lags of coa�trol and survey wo�'k associated with ineetitag o�' exceeding
the Iine and grade requit'ed by these Speciiications.
d. The Contracto�' will need to ensure coa�'dination is maintained with the City to
perform construcCion survey and to ve��ify cont��al data, ii�cluding but not
limited to the �allowing:
1) Established Uenchrna��lcs and cont�•ol points provided for t��e Contractor's
use are accu�'ate
2} Bencl�rnarks were used to fur�ais� and inaintain all a-eferei�ce li�les and
grades for �.inneli�g
3} Lines and grades were used to esta�lisl� the location of the pipe
4} Submit to the City co�ies of field notes used to establish a11 Ii��es and
grades and allow the Ciiy to check guidance system seiup prior to
beginning each tunnclin� d�it�e.
5) Pr•ovide access fat' the City Eo �erify the guida�ce systetn a��d Che line a�xd
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully respoi�sible far the acc��racy of the woilc and
the correcfion of it, as requi�-ed.
7) Monitor line and g��ade conti nuously duri�lg constructio�a.
8) Record dcv'tation with respect to design lii�e and grac�e once at each pipe
joint and subinit daily records to City.
9} If the installation does ��ot meet the s�eciiied tole�•ances, im�nediately notify
the City and cot-�ect the inscallation a�� accordance with th� Coi�t�•act
Docurnents,
1.]0 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
C]TY flF FOIi'I' WORTH Village Creak Uisiribufion Center
STANI]ARB CONSTRCfCi'IQN SPECII'ICATiON DOCUMENTS — DEVELQPF,R AWARD�D PROJECTS City Project No. 103072
Revised April 7, 2014
DocuSign Envelope ID: B797G5C8-5FB�-�4C76-922F-08435E7630A�1
01 71 23 - a
i7A{' CONSTRUCCEON STAKING A�iD SURVEY
Page 4 of 4
1.I 1 FIELD [SIT�J CONDITIONS [NOT US�D�
1.12 WARitANTY �NOT USED]
1'ART 2 - PRODi1CTS [NOT USED]
PART 3 � EXECUTION
31 INSTALLERS [NOT USED]
3.2 EXAMINATI�N [NOT USED]
3.3 PREPARATION [NOT USED]
3.� APl'LICATION
3.5 REPA�R 1 RGSTORATION [NOT USED]
3.6 RE-INSTALLATION �NOT USFD�
3.7 FIELD [ox] S�TE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stalces and cont��ol data placed by the
City in accordance with this Specification.
B. Do not change or z'elocate stalces or cont�'al data witl�out appt'oval froin the City.
3.8 SYSTEM STARTUP [NOT IISED]
3.9 ADJi7STING [NOT USED]
3.T0 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIViTIES [NOT US�D]
3.12 PROTECTI4N �NOT USED]
3.13 MA�IVTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
�ND OF SECTION
Revision Lag
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenecli l2evised £or DAP application
CI'CY OP I'ORT WQRTH Vi[lage Creak �istribution Center
STAI�DARD CONSTRUCTIOAI SPECJFICATION bOCUMENi'S -- I]EVELUPF,R AWARDE[l PROJECTS City F'roject No. 103072
Revised April 7, 2014
QacuSign En�elope IR: B797C5C8-5���-4C76-922�-48435QB30AE1
017423-1
DAP CLEANINCe
��t�� a ar�
SECTION Ol 74 23
CL�ANING
YARTJ- GEN�RAL
1.1 SUMMARY
A. Sec[ion Includes:
1. Intei7nec[iate a��d final cleaning for Woz•1� not including special cleaning of closed
systems speci�ed elsewhere
B. Deviations from tl�is City of Fo�•i Wortl� �tandard Speci�cation
l. None.
C. Related S�ecification Sectioi3s ir�cIude, but are not necessarily limited to:
1. Division 0— Bidding Require�nents, Cont��act �oims and Conditians of the Contract
2. Division 1— General Requit'eanents
3. Section 32 92 13 -� Hydro-Mulching, Seeding and Soddii�g
1.2 PRICE AND PAYMENT PROCEDURES
A. Measu��emen� and Payment
I. Work associated with tlzis I�ein is considered subsidia�-y to the various Itet��s bid.
No sepa.rate �ayment will i�e allowed for t11is �te�n.
1.3 REFERENC�S [NOT USED]
1.4 ADM�NISTRATIVE REQUIREMENTS
A. Scl�eduling
1. 5chedule clea��ing operations so that dust a�ad otl�e�� contatni�iants distut'bed by
clea�atng process will noi fall on ��ewly painted surfaces.
2. Schedule final cleanin� upan completion of Work a��d imin�diately p��ior to �taal
inspcction.
1.5 SIIBMITTALS (NOT USED]
1.6 ACTION SUBMITTAL�IYNFORMATIONAL SUBNnTTALS [NOT i7SED]
1.7 CL�SEOUT Si1BMITTALS [NOT USED]
1.8 MAINT�NANCE MATERTAL SUBMITTALS [NOT USED]
I.9 QUALYTY ASSURANCE [NOT USED�
�10 STORAGE, AND HAN�]LING
A. Storage and Handling Requi��ennents
l. Store clea�ing products and cieaning wastes in cnzatainers specifically designed for
those �nate�•ials.
ClTY QF FORT'WORTH Village Creek Distribution Center
STAIVI]AIZD CONSTRUCTION SPECIFICATTON DOCLIMEN�S — DEVELOP�R AWAR�EB PE20JECTS �iiy Prajacl Na. 1L13072
Rcvised Apri17, 201�}
poc�Sign �nvelope ID: B797C5G8-5FB�-4C76-922F-OS435Dfi3UA�1
017423-2
DAP CLEAldCi1G
Page 2 of 4
�.ii r+iE�.n �sz�r�� coNnlTro�s Irto�usEn�
1.12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS
2.1 OWN�R-FURNISHED [o�z] OWNER-SUPPLIEDPRODUCTS (NOT USED)
2.2 MATEItiALS
A. Clear►ing Agents
1. Co�npatible with surface being cl�aned
2. New and uncontaminated
3. For �anufact�red suriaces
a. Material recorr��nended by manufacture�'
2.3 ACC�SSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALL�RS (NOT USED]
3.2 EXAMINATION jNOT USEDJ
3.3 PRE�'ARATION [NOT TISED]
3.4 APPLYCATION (NOT USED]
3.5 REPATR / RESTORATION [NOT USED]
3,6 RE-IN�TALLAT�ON [NOT USED]
3.7 TIELD [o�] SITE QUAL�TY CONTROL [NOT USED]
3.$ SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D�
3.10 CL�ANING
A. General
i. Prevent accuinulation of wastes that create ��azardoi�s conditions.
2. Conduct cleaning and disposal aperations to cai�apIy with laws and safety o�•ders of
governing authoz�ities.
3. Do not dispose of volatile wastes such as �nine�-al spii�ts, oil or pai�lt thini�er i��
stoi7n or sanitaiy draic�s ar s�wers.
4, Dispose of de�'adable d�bris at an approved salid waste disposal site.
5. Dispos� of �aondegradable debris at an a�proved saiid waste disposal site or in a��
altez•nate manne►- app��aved by Ciry and 1•egulatoiy agencies.
Cl'CY OF FORT WQRTH Village Craek Distribution Center
STAIVDAEtB CONSTRUCTlON SP�CIFICATION B4CUME�iTS — D�VELQPER AWARDED FROd�CTS Gity Projeci No. iU3072
Revised Apri] 7, 2014
DocuSign Envelope 1D: 8797G5C8-5FBE-4C7Ei-922F-0B435D630AE1
01 74 23 - 4
DA? CLEANING
Page 4 of 4
�ND OF SECTION
Revision Log
DATB NAM� SUMMARY OF CHANGI:
4/7/20I4 M.Do�nenech Revised for DAP ap�lication
Cl'CY OP FORT WORTH Village Creek Distribution Center
STANDARD COI�STRUCTEON SPF..CtFICATIOi+� C]OCUMENTS — DEV�LOPER AWARDED PRdJECTS Ciiy Project No. t 03a72
Revised April 7, 2014
DocuSign En�elope ID: B797C5C8-5FB�-�4C76-922F-Og435D630AE9
01 77 14 - 1
DA4' CLOSEOtI'1' F2EQUIREMF,N�'S
Page 1 nf 3
SECTION O1 77 19
CLOSEOUT REQUIREM�NTS
YART1� GENERAL
1.1 SUMMARY
A. Section Incli�des:
1. The procedui�e fc�r closing out a contract
B. Deviations from this City oiFo�t Worth Standard �pecification
1. None.
C. Related Specification Sections incltade, but a�'e not necessarily li�nited to:
1. Divisiot� 0— Bidding Requi�-e�ne��ts, Contract Fortns and Conditioi�s o� the Cont��act
2. Division 1— General Require:rnents
1.2 PRYCE AND PAYMENT PROCEDilR�S
A. Measurement and Pay�nent
l. Worlc associated with tl�is Item is considered sul�sidiary to the various rtenas 6id.
No separate paytnent wiil be allowed for this Iten�►.
1.3 RCF�RENCES [NOT USEll]
1.4 AllMFNISTRA"i'IVE R�QUIREMENTS
A. Guaratztees, Bonds and Affidavits
1. No application for final paymci�t will be acccpted until alI guarantees, bonds,
certificates, licenses and affidavits required fo�' Work or ec�uipment as specified are
satisfacto��ily filed witl� the City.
B. Reiease of Liens or Claia�s
l. No application fo�• �zaai payment wiil be accepted ttntil satisfactory cvidence of
release af liens has 6een submitted ta ihe City.
X.5 SUBMITTALS
A. Submit all �'equired documentation to City's Project Representative.
CI'f Y OP PORT WORTH Village Greek Distribuiion Cenier
STANDAR[� CONSTRUCTION SPECIFICATION AOCUM�NTS -- T7EVELOF'L�R AWA42DED PROJ�CTS City Prajact Nn. 1 D3072
Revised April 7, 2614
CiocuSig� �nVelope ID; 6797C6C8-51�BE-4C78-922F-i�B435�630AE1
01 77 19 - 2
i]AP Ci,OSEOUT RE.QUIitEMP�iTS
Page 2 of 3
1.6 INI+ORMATIONAL SU�iMITTALS �N07' US�D]
l .7 CLOSEOUT SUBMITTALS [NOT US�ll]
PART 2 - PRODUCTS [NOT US�D]
PART 3 - �XECUTIDN
3.1 INSTALLERS CNOT US�D]
3.2 �XAMINATION [NOT USED]
3.3 PREPARATION [NOT US�D]
3.4 CLOSEOUT PROCEDUR�
A, Priar to requesting Final I�spection, sub�ni�:
1. Project Record Documents in accordance with Section Ol 78 33
2. Operation a�zd Maintenance Data, i�'required, in accordance with Section Ol 7$ 23
B. P�'iot' fo r�questing Final Tuspectio�a, perforin final cleaning in acco�'dance with 5ection
O1 74 23.
C. FinalInspection
1. Afte�• �nal cleaning, provide notice to tl�e City Froject Representative that the Worlc
is com�leted.
a. The Cziy will �nalce an initial �'inal Inspection witiZ the Contractar p�'esent,
b. Upon completion of fl�is inspectioi�, the City will notify th� Co��t�•actor, in
writing wiil�in i0 business days, of any pa�'ticulars in which this inspection
reveals that tlae Work is defective or incompletc.
2. U�on receiving w�•itten notice fi•o�n the City, iinznediately unde�•talce tlic Warlc
required fo z'emedy def'tciencies and co��€pleCe El�e Worlc to the satisfaction of tlie
City.
3. Upon completion of Work assaciated with the ite�a�s li�ted in the City's written
notice, inform the City, ihat �lze ree�uit'ed Wor1c l�as becn coinpleted. Upon receipt
of this notice, the City, in t�e presence of t��e Co�atz'actor, will malce a subsequent
Pinal Inspection of the pro�ect.
4. P�'o�vidc all special acccssories required to place each itein of equipment i� fi�Il
operation. These special accessoiy iteins include, but at'e not limited to:
a. Speci�ed spare parts
b. Adequate oil and grease as required for the �rst lub�•ication of the eq�iipment
c. Tnitial fill up of ali cheinical tai�lcs and fuel tanlcs
d. Light bulbs
e. Fuses
f. Va��lt lceys
g. Handwheels
h. Othcr expendable ite�ns as required for izaitial start-up and operation af all
equipinent
D. Notice af P�•aject Completion
CITY OP PORT WORTH Viliage Creek bistribution Cenier
STANBARC� CONSTRUCTiON SPECII'[CATION DOCLTM�NTS -- iJk.VELOPER AWAI217ED PROJECTS City Project Na. 103D72
Revised Apei[ 7, 20l a
DocuSign Envelope ID: B797C5C8-5FBE-4C7S-922F-08435Gfi30AE1
017719-3
DAP CLOSFOIIT R�,QUIREM�IV"i'S
I'age 3 af 3
1. Once the Czty Pi•oject Representative fiiads tl�e Work subsequent to Fi�►al Ins�aec[ion
to be satisfactory, the City will issue a Notice of Project Coz�pletion (G��eeZt Sheet}.
E. Supporting Doc��mentation
l. Coordinate with the Czty Project Repres�ntative to complete the following
additianal forins:
a. Final Payment Req�test
U. Stateznent of Contract Time
c. Affidavit of Payinent and Release of Lier�s
d. Consent of Surety to Final Payment
e. Pipe Re��ort (if req�ri��ed)
f. Contracto�'s Er�aluation of City
g, Perfo�-mance Evaivation of Contractor
F. Lettcr of Final Acceptance
1, U�on review and acceptance of Notice of Pioject Com��letion and Su�porting
Docut�entatian, in accordancc wit17 Ge�e�•al Conditions, City will issue Letter of
k'inal Acceptance and release tl�e Final Paytneni Request %�' payment.
3.5 REPAIR / R��TORATION [NOT USFD]
3.6 RE-INSTALLAT�ON [NOT US�D]
3.7 FIELD (ox] SIT� QUALITY CONTROL [NOT USED]
3,8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.] ii CLEANING [NOT USED]
3.11 CLOSEOUT ACTiVTTIES [NOT USED]
3.12 PROTECTION [NOT USED]
313 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USEDj
END OF SECTION
Revision Log
DA'I'� NAME SUMMARY O�' CHANGE
4/7/20I4 M,Doinenech Revised fpr DAP application
CI'�Y OF FOR"i WO}2'fH Village Gteek Distribution Center
SiA�IDARD CONSTRUCTiON SYECIFICATION T70CLTMENTS -- DEVELOPER AWARI3ED PR03�CTS Csiy Project No. 103072
Revised Apri17, 2fl14
DocuSign Envelope ID: B797C5C8-5�BE-4G76-922F-QB435D630AE1
0l7$23-1
DAP OPERAT[ON A�iI] MA[IVTEIVANCE DATA
Page L of 5
S�CTYON OI 78 23
Ol'1�RATION AND MAINTENANC� DATA
PART1- GEN�RAL
1.1 SUMMARY
A. Section Includes:
1. Prnd�ct data and related infar�nation appropriate %r City's maintenance and
operation of products firrnisl�ed under Cont��act
2. S�ech products fnay inch�de, but are not li���ited to:
a. Tz'affic Controllers
b, I���igation Controlle�'s (to be operated by the City}
c. Bu�tez•�y Val�es
B. Deviatio�s fi•am this City of �'oit Wo�'th Standded Specification
1. None.
C. Related Specification Sectio�s include, but are not neeessarily limited to:
1. Division 0— Biddi«g Requirements, Cont�act Forms and Conditions of the Cont�-act
2. Division 1— General Require�nenis
1.2 PRICE AND PAYMENT PROCEDURES
A. Measueeme:�t and Payment
1. Wax'lc associated witI� this Item is cansidered subsidiaiy ta tl�e various Tteaaas bid.
No separate payment will be allawed %�• this Item.
1.3 REF�RENCES [NOT USED]
1.� ADMINISTRATIVE REQUIREMENTS
A. Scliedule
1. Submit znanuals in final forin to the City withii� 30 calendar days of prod��ct
shipment to the projeci site.
1.5 SUBM�TTAL,S
A. Si�bxnittals shall be in accot'dance with Section O1 33 00. AII subinittals shall be
approved Uy the City prior to deliveiy.
1.6 IN�ORMATIONAL SUBMITTALS
A. Sub�nittai �'arm
1. Prepare data in fna�n of an inst��zctional ma��ual for use by City peisonnel.
2. Foz'�nat
a. 5ize: 8'h i��ches x 11 inches
b. Papec�
1) 40 pouild �ninimuin, white, for typed pages
2} Holes reinfo��ced with plasiic, cloth or metal
c. Text: Manuiacture�•'s pr•inted data, or neatly typewritten
Ci"I'Y dF FORT WORTH Viliage Creek D'€stributior� Center
STANDARD CONSTRUCT[ON SPEC[PICATION DOCEJMEN'I'S — DEVFiLQPER AWARDE[] PR07ECTS City Project No. 103072
Revised Apri17, 201q
�ocuSign Envelope ID: B797C5C8-5FBE-4G76-922F-46435D630A�9
Ol 7823-2
DAP OPFRATION AND MAINTENAI�ICE DATA
Page 2 o P 5
d. Drawings
1} I'ro�ide ��einfnrced punched binder tab, �i��d in witf� tex�
2) Reduce Iarge�� drawings a��d fald to size of text pages.
e. �tovide fly-leaf for each se�arate prod�tct, or each piece of operating
equipinent.
1} Provide typed descz•iption of p��od��ct, and �najor component parts o�
eql�ipment.
2) Provide indexed tal�s.
f. Cover
1) Identify each volume with typed or printed title "�PERATING AND
MAINTENANCE 1NSTRUCTION�".
2) List:
a) Title of�'�•oject
b) Identity of separate st�'�rctuz'e as applicable
c) Identity of general s�tbj ect matter covered in the rnanual
Binders
a. Co�r�nercial quality 3-ring binde�'s wikh durable a��d cleanaUIe plastic covers
l�. When in�itipie binders at'e used, cortelate the data inta related consistent
gi-oupings.
4. If available, p�•avide an electronic fo�•m of the O&M Manual.
B. Manual Content
Neatly typewi�itten table of contents for each volut�e, arranged in systematic order
a. Contcactor, ��ame of responsible ��•incipal, address and telephane nuinber
b. A list of each product �'equired to be included, indexed to content of the volutne
c. List, with each p�'oduct:
I) The name, addfess and teiepl�one number of tlae s�.�bcontractor or installer
2) A list of each pt'oduct requi��ed to be included, indexed to content of the
volume
3) Ider�tify area of �'espansibiiity of each
4) Lacal sou�'ce of supply for pa�'ts and replacement
d. �dentify each product by producE �ia�ne ai�d otlae�' identifying syinbols as set
farth in Cantract Docurnents.
Product Data
a. Include only those skleets whic�l az� pertitxe�a! to the s�ecific praduct.
b. Annotate each sheet to:
I) C1early icientify specific product or part instalied
2) Cieai-ly identify data applicable ta i�astaIlation
3) Deiete references to inap�licable ir�fot-mation
3. D�•awings
a. Supplemer�t praduct data with drawi��gs as necessaiy ta clearly illustrate:
1) Relations of component parts of equipment and syste�ns
2) Control and flow diagrains
b. Coordinate drawings with infor�ation in Froject Reco�'d Documents to assuz•e
co�-�'ect illustration of coznpleted installatioi3.
c. Do not use Project Record Drawirlgs as mainte��a�ce drawings.
�, WriEten text, as �'equired ta supples�er►t product dafa for the partic�lar installatioaa:
a. O�'ganize in cansistent %a'�nat under separate headings for different ptocedures.
b. Provide lagical sequeilce of instr�zctio��s of each p�-ocedure.
CITY C1F FoRT WORTH Village Creeft �isiribution Center
S7'ANDARD CONSTRUCTIQN Si'ECIPICA'['CON DOCCfMENTS — �EVELOPER AWARDED PRdI�CTS City Praject Na. 103072
Rev€sed Apri17, 2014
DocuSign En�elope ID: B797C5C8-5F8�-4C76-922F-08435D630AE1
O 1 78 23 - 3
BAP OPERAT[ON AND MA�TENAI�C�. T)ATA
Page 3 of 5
5. Copy of each wart'►•anty, bond and service contract issiied
a. P�'ovide infonnation sheet fot' City pei�sonnel giving:
1} �'�•npez• pxoced��res in even� of failu�•e
2) Instances which mighi affect validity of wan�anties oz' bonds
C. Manual for Materiats and Pinishes
1. Subnut 5 capies of coinpleie manual in finai %rm.
2. Content, far a�'chitech�ral products, applied �a�aterials and iinishes:
a. Manufacturer's data, givi�g �uli info�-ination on products
l) Catalog zaumber, size, compositian
2) Color and tex�lre designations
3) Informatian �•equir�d for reordering special manufact�u-ed praducts
�. Instr��ctions fo� ca��e and mainte�la��ce
1) Manufact�ire��'s z�ecommendation %r types o� cleaning agents and rnethods
2) Cautions against cieaning agents and methads which are det�'i��entai to
product
3) Recoinrrzended schedule fot• cleaning ai�d �naintenance
3. Content, for moist«•e protectian and weatk�er exposure �roducts:
a. Manufacturer's data, givi�ag full infor�nation on products
i } Applicable standards
2} Cliemical compositio�a
3} Details of instailation
b. Inst�•uctions for inspectian, �naintenance and repair
D. Manual fat Equipme��t and Syste�r�s
I, S�binit 5 copies of complete manual in finai %rm.
2. Cantent, for eacl� unit of equipment and systetn, as appropriate:
a. Descz'iptian of unit and coizzponent pa��s
I) Function, �o�'m�.i operatit�g characteristics and li�niting conditions
2) Pe�'�ormance cut-ves, enginee�t'ing data and tests
3) Co�nplete nonae��clalure and commercial iauznber of replaceable pa�ts
U. Operating procedures
�) Start-��p,l�realc-ii�, rotttine and ��ormal operating inst�uctions
2} Regulation, control, stopping, shut-dowi� and einergcncy inst�'uctions
3} Summer and winficr operating instiltctions
4} S�ecial operating instructions
c. Maintenance procedures
� ) Routi��e o�erations
2) G�ide ta "trouble shooting"
3) Disassetnbly, repair and reassembly
A) Aligrunent, adjusting a�d checking
d. Seiwieing and lubrication schedule
1) List of luhricants requ�red
e. Manufactu�'er's pri�ited o�erating aild znaintenance instructions
f. Description of sequence af operation by control manu�acturer
1} Predicted life ofparts subject to wear
2} Itexa�s �•ecotnmended to be stociceci as spare pa�-ts
g. As installed control diag�'ams by controls inanufactut'er
h. Each cont�'actor's coordiZ�ation drawings
I) As installed color coded piping diagrains
CITY OF FORT WORTH Village Creek distribution Center
S'I'ANBARD CONSTRUCTION SPECIFICATiON i]OCiJIvfENTS — I)EVELOPL�R AWARDED PROJFC'1'S City Project No. 1U3072
Revised Ap��i17, 2014
�ocuSign Envelapa ID: B797C5C8-5FBE-4C76-922F-�B435d630AE9
01 7823-4
DAP OPF,RA'1'InN AND MAINTE.NANCE DATA
Page �} of s
i. CElarts oivalve tag nttt�►zbers, witl� Iocation and finiciion af each valve
j. List o#� original inat�ufacttarer's spare pa��s, tnanufactu��et's cur��ent pa•ices, a��d
reco�nmended quantities ta be 3naintait�ed in storage
k. Otl�ez' data as requi�•ed i�nder pertinent Sectiot�s o£ Spccificatio��s
3. Cantent, for each elect��ic and elect��o�ic system, as appropriate:
a. Desca�iptian af systet�.a aiad cotnponent parts
1) Function, �ormal operating charactet'istics, and liiniting conditions
2) Performat�ce cut'ves, cngineeri��g data and tests
3) Co:mplete noinenclature and conunercial ��€umber of replaceable parts
b. Circuit directories of pa�aelboards
1) �lectrical sez•vice
2) Controls
3) Cnrr�nunicatians
c. As insEalled color coded wiring diag�•a�s
d. Operating proceduz'es
1) RouYine and normal operating instiuctiozas
2) Sequences rcq�ued
3) Special ope�'afing instiuctions
e. Maintenance pi•ocedus�es
1) Routine ope�'ations
2) Guide to "t�ou�Ie shoo€ing"
3) Disassembly, repai�' and reasse�ni�ly
4) Adjustmeni and cliecicing
f. Manufactut�er's printed opet'ating and inainEenance instiuctions
g. List of a�'iginal ���anufacturer's spare parts, i�anu�acturcr's curi•ent priccs, and
recom�nended quantities to be inaintained in storage
1►. Other data as z•equired under pertinent Scctions of Specifications
4. Prepare and include additional data whcn tl�e need fo�' such data becomes apparent
during instr�uctiotl of City's pe�•sonnel,
1.7 CLOSE�UT SUBMITTALS [NOT US�D]
1.8 MAYNTENANCE MATERIAL SUBMYTTALS [NOT USED]
1.9 Qi7ALITY ASSUR.ANCE
A. ��'ovide operation and n�aintenance data by pe��sonnel with Ii�c fallowing c�'iteria:
l. Trained and expea�ienced i� znaintenauce and operation of deset'ibed products
2. Sl�illed as technical writer to tlae extent i-equued ta co�z�t�unicate essentiai data
3. S1cilled as dz'aftsman competent to prepare requirett dt'awings
C1Tl' OF FORT WORTf-I Village Creek �istri8utian Cenier
STANDAR.D CONS'I'RiTCTIdN SPECIFICATION DOCUMENTS -- I]EVELOPER AWARIIED PROSECTS City Prajecl No. 103072
Revised Apri17, 2014
p4cuSign Envelope IC}: B7y7C5C8-5FBE-4G76-922F-OB435�]630A�1
01 78 23 - 5
DAP OT'E.RAT[ON AIVD MAINTENANCE 17AT�1
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [�ITE] CONDITiONS [NOT USED]
L12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED]
PART 3- EXECITT�ON ENOT USED�
�ND OF SECTION
Revision Log
DATL, NAMT` SUMMARY QF CHANGE
8131/2Q i 2 D. Joluisan 1.S.A.1 — titEe of section a-eulaved
4171201�1 M.Aoinenech Revised for BAP Applicatian
CITY OF FORT WORTH V'tllage Creek Distribution Center
STANDARD CONSTRUC7'IC?N SP�CIF[CA7'ION DOCUMENTS — BEVCLOP�R AWARDED PROJECTS Ci1y Prajeci I�o. t03072
Revised April 7, 2014
DacuSign Envelope ID; B797C5L'8-5hBE-4C76-922F-OB435D630AE1
01 78 39 - I
bA]' PR07�CT RECORD DOCUMF.rlTS
Page 1 of 4
SECTION OI 78 39
PR07EC`�' RECORD DOCUMENTS
PART1� GENERAL
1.1 SUMMARY
A. Section Includes:
Worlc assaciated wit11 the docui�ienting tl�e pz•oject and reco�-din� changes to project
doci�ments, including:
a. Record Dravva�gs
b. Wate�• Meter Seivice Repo�ts
c. Sanita��y Sewer Se�'vice Repoi�ts
d. La��ge Water Meter ReporEs
B. Deviafions fi•om this City of �'o��t Wo��h Standa�•d Speciiication
l. None.
C. Related Speci�cation Sections include, but are nat necessa�•iIy litnited to:
I. Division 0-- I3idding Req��iren�ents, Contract �'at�ns and Conditions of tlae Contract
2. Division 1— General Requiceinents
1.2 PRICE AND I'AYMENT PROCEDURES
A. Measu�'e�nent and Payment
1. Worlc associated with tlais Item is considered subsidia�y to tl�e various Items bid.
No sepa��ate payment will be ailowed for this �teEn.
1.3 REFER�NCES [NOT USED]
1.4 ADMINISTRATiVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a req�est fo�• �inal rnspection, deliver Project Record Dacuments to
City's Proj ect Representative.
L6 ACTYON SURM�TTALSIINFORMATIONAL Si1BMITTAL� [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED�
1.8 MAINTENANCE MATERIAL SUBM�TTALS [N4T IISED]
� .9 QUALITY ASSURANCE
A. Accuracy of Reco�•ds
1. 'I'horoughly coo��ditiate cha��ges vvithin tlie Record Dacu�nents, �naking adequate
and proper entries on each page of Specifications and each sheet of Drawin�s and
other pocuznents where such ent�y is �•equired to show the change p�•operly.
2. Accuz•acy of records shall be such that future search foi- iteins shown in the Contract
Dacuments may rely �'easonably on i�3formation obtaitaed fro�n the approved Pa'oject
Record Documents.
G1TY OP PORT W4RTH Vi[lage Greek �istribution Center
STANDr1CiT� CONSTitUCTION SPECFFICATION DOCUMENTS -- iJk.VELO['ERAWARDED PR07ECTS City Projaci No. 1U3072
Revised April 7, 2ala
DocuSign Envelope ID: 8797C5G8-5F8�-�4C76-922�-b8935D630AE1
Ol 7839-2
DAi' PR07L,CT RECOTt17 DOCUIvtCN"fS
Page 2 uf9
3. To facilitate accu��acy of recoz'ds, n�alce eut��ies witl�in 24 l�n�tr•s af�e�' receipt of
infonnatian thai the cl�ange has occurred.
4. P:t'o�ide fachial inforination regarding alI aspects of the Wark, both concealed and
visible, to enable fi�ttrre ��odificatio�� of the Work ta proceed without lengtY�y and
expensive site measure�a�ent, investigation and exanunation.
1,10 STORAGE AND KANDLING
A. Storage and Handling Requirements
1. Maintain tlSe job set of Reco�'d Docuinents compleiely protected from dete�-ioration
and fi�oin loss and dama�e t�ntil completian of'the Worlc and trai�sfei- af all recazded
data to the finat P��oject Record Docu�nents.
2. In the event of ioss of �•eco�•ded data, use means necessat�y to again secuce tY�e data
�o the City's approval.
a. In such case, pravide �•eplacet�ents to tl�e standa�-ds Qz'igir�atly t'cquit�ed by the
Contract DocuR�aents.
I.l l TIELD [SITE] CONDYTI�NS [NOT USED]
1.12 W.ARR.ANTY [NOT USED]
�'ART 2 - PRODUCTS
2.1 OWNER-FURNISHED [oR) OWN�R-SLTPPLI�D PRODUCTS [NOT US�D]
2.2 RECORD DOCUMENTS
A. Job set
Pro�nptly foliowing receipt of �he Notice io Pt'oceed, secuce fi-om the City, at no
charge to the Cont��actor, I co��plete set of all Dacuinents cot�prising the Ca�ltract.
B. �inal Record Docuinents
I. At a time nearing tk�e completion of the Worl� and priar to Final �nspection, provide
the City 1 complete set of a11 Fi�1al Record Drawings in the Contt'act.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USEDJ
PART 3 - EXECUT�ON
3.1 INSTALLERS [N�T USED]
3.2 EXAMINATION (NOT US�D]
3.3 PR�PARATION [NOT USED]
3.�# MAINT�NANCE DOCUMENTS
A. Maintenance of Job Set
1. I�n�r�ediat�ly upa�a �•eceipt of the job set, identify each af the Docuinents with the
title, "RECORD DOCUMENTS - 30g SET".
CTTY OF PORT WORTH Village Cree4c �istribution Center
STANDARA C4NSTRUCTION SPECIF€CATI01�! f30CUMENTS — D�:VELOPER AWARBED PR07ECTS City Project Na. 103072
Revised April 7, 2014
�ocu5ign Envelope ID: B797C5C8-5FB�-4C76-922F-OB435D530AE1
O1 7A23-3
DAP CLEAN[NG
Pagc 3 of 4
b. Handle materiais in a cont�'olled n�anner with as few Eiandlings as possible.
TI�►oroughly clean, swee�, wash and polish alt Work and eq�iprr►ent associated with
t11is project.
Reinove all signs of ten�poz�ary constructian and activities incidental to const�•uctio��
af reqtri�'ed pez-�nanent Work.
I�project is not cIea«ad to tl�e satisfaction of the Ciry, the Czty reserves the rigl�t to
have the cleaning completed at the expe�ise of tlae Canh•actor.
10. Do not 1���'n on-site.
B. Intei�inediate Cleaning du�-ing Constz�uction
1. Kee� WorI� areas clean so as nat to hinde�- l►ealth, safety ot� can�enience of
��c��sonnel in existing facility operatio�zs.
2. At �naxi nrzmn weel�ly inte��vais, dispose af waste �naterials, debris and r�bbish.
3. Canfine construction debris daily in strategically loeated cantainer(s):
a. Cover to p�'event l�lowing by wind
b. Sto�'e debris away fi�oin canstx'uction or opetational acti�ities
c. Haul fi-oxn site at a tniniinutn of once per weeic
4. Vacuu�n clean izatetiar areas wlien ��eady to �'eceivc finish painting.
a. Continue vacuu►r� cleanin� an an as-needed basis, until Final Acceptance.
S. Prior to storm evenis, thc��'oughly clean site oi all laase or unsecuced ifiems, which
inay �eca��e ai�'borne o�� trans�orted by �lowing water d�ring the sto�'m.
C. Exte��io�' (Site a�' Riglat of Way} �'inaI Cleaning
1. Removc t�asl� aE�d debris containe�s fror� site.
a. Re-seed areas disturbed by lacation af t�'ash and debris containe�'s in accordance
witl� Section 32 92 13.
2, Sweep roadway ta reinove all rocics, pieces of asphalt, concrete or any othe�' nbject
that inay l�inder or disn�pt the flow of tt'affic alang the caadway.
3. Clean any interior areas inchiding, but nat li�nited io, vau[ts, n�anholes, structures,
junctio�� boxes and i��leis.
4. If no longer requi�'ed for maintenance of e�'osion facilities, and upon approval by
City, remove erosion control fi•o�n site.
S. Clean sigi�s, lights, signals, etc.
3.11 CLOSE�UT ACTIVITIES [NOT USED]
312 PROTECT�ON (NOT USED]
3.13 MAINTENANCE �N(3T USED]
3.�4 ATTACHMENTS [NOT USED]
CITY Or FORT WORTH Viilage Creek distributinn Genter
STANI7ARD CONSTRUCTCON SPECIFICAT[ON BOCIJMENTS — DEVELOPER AWARDEB PROlECTS City Praject No. 103072
�tevised A�ril 7, 2014
pocusign Envelope Itl: B797C5C8-5F8E-4C7fi-922F-OB435D630A�1
O17839-3
DAP PRO�EC'C RECOR[l 170CUMENTS
Page 3 af 4
2. 1'�•ese�•vation
a. Considering the Caz�tz�act coin�Ietion time, tl�e pz•obai�le numhe�� of accasions
upoz� whicil tlie ja[� set inust t�e talcen out for new entries and fo�� exainination,
and the conditions u��dez• wi�ich these activities wiii be pe�•farmed, devise a
suita�le method foi protecting the jo(� set.
b. Do not �se the joU set fo�� azay pitrpose except entiy of nevv data and far review
hy the City, until start of transfe�� of data to �nal Praject Record Docume�a�s.
c. Mainta�n the job set at the site af worlc.
3. Coordination with Const��uction Stuvey
a. At a z�xini�nuin clearly mark any deviations fi�oin Contract Docume�nts
associated with installatio� o� the infiastruct�u-e.
�. Making entries on Dz�awings
a. Recard any deviatians from Cant��act Doc�unents.
b. Use an erasable colo�•ed pencil (not inl{ or indelible penciI), cleai�ly descri6e the
cl�ange by graphic line and note as t•equi�ed,
c. Date all entries.
d. Call attention to thc entry by a"cloud" d�•aw� a��aund tlae area or a�eas af�ected.
e. In tl�e event of overla�pin� cl�anges, use differertt calors for tlae overlapping
changes.
5. Conve��sion a� sch�tnatic layot�ts
a. In some cases on the Drawings, arrangelnents of condt�its, ci�'cuits, pi�ing,
ducts, and siitz'►ilar iteins, are sliown scheinatically and are not intended to
pak't�'ay pi•ecise physical layout.
I} Final �hysical arx•angement is detern�ined by the Contractoi�, subject t� the
City's ap�t•oval.
2) However, design o�future modificatioi3s af ihe facility may require
accut'aYe information as to the final physical iayotEt of iteins w�ich are
shown only schematically on the Drawings.
b. Show on t1�e jab set of Record Drawings, �y di�nensio�� accurate to within 1
inch, the centerline of each �•un of items.
1) Final physical a�'rangemea�t is detei�inined by the Contt•acto��, subject to the
City's appro�al.
2} Sl�ow, by symbal o�' nate, the veitical Iocatia�� of the Itein ("under slab", "in
ceiling plcnum", "exposed", a�xd tl�e like).
3} Malce ail identification sufficiently descriptive thaf it may be �•elated
rciiably tn the Specificatians.
c. The City inay waive the requirements foi• conversion of schematic layouts
where, in the City's judgment, conversion se�ves na useful ��u•pose. Hawever,
do not �'ely upon waivers �cing issued except as specifically issued in writing
by the City.
B. T'inal Project Record Docuinents
Transfer of data to Drawings
a. Ca�•e�ully transfer change data sho�vr� on the job set of R�cord Drawings to the
corresponding fina] docuinents, coordinatiiig the changes as reqt�ired.
b. Clearly ii�dicate at each affec�ed dctail and other Drawing a fuli dese�'ipiion of
changes made durin� const�-uction, and the aclual Iocation of iteans.
c. Call att�ntion to each entry by drawing a"cioud" around ti�e area or a�•eas
affected.
CITY OF FOR'�' WaRTH Village Creek 6istribulion Center
S"fANDARD CONS'fRUCT[ON SPECIPICAT[ON DOCUMENTS — D�VELOPER AWARClEi7 PR07ECT5 City Projeci No. 103fl72
Rev'sscd Ap�•i17, 2014
L7ocu5ign Envelape [p: B797C5C8-5�BE-4C76-922�-08435Q630AE1
OI 7839-A
]7AP PRO]EC'f' RECOFtD DOCU�IENTS
Page �F of 4
d. Maice changes neatty, coi7siste��tly and witl� the propet- rncdia to assu�'e
longeviry a�d clear reproduction.
2. Ti-ansfer of data to oth�r poc�izncnts
a. If t�e Doc�ments, other than Drawings, have been lcept cfean during �ro��ess o£
ti�e Woz•k, and if ent�-ies tl�e�•eon i�ave been ordez•ly ta tlie approval nf the Ciry,
ti�e jab set of those Docuinents, other than Drawings, will be accepted as �nal
Record DocLunents.
b. If any st�ch Doctunent is not so approved by ti�e City, secuxe a�aew copy of tl�at
Document fio�n the City at the City's �sual charge for repz'od�zctian and
I�andling, and car�fully tt'ansfer tfle change data to the new copy to the approval
of the City.
3.5 R�PAIR 1 RESTORATrON [NOT US�D]
3.6 RE�INSTALLATION [NOT USEDj
3.7 FIELD [ox] S�TE QUALITY CONTROL [NOT US�D]
3.$ SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [N�T UBED]
3.10 CLEANING (NOT USED]
31� CLOSEOUT AC�rIVITIES [NOT USED]
3.12 PR4TECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.1�4 ATTACHMENTS [NOT USED]
END OF S�CTYON
CITY OF FOR7' WORTH ViSlage Creek Clistribution Cenier
STt1NDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS — BEVELOP�R AWARD�D PI2QJECTS Gity Project No. 103072
Itevised Apri17, 2014
[]ocu5ign Envelope [D: B797C5C8-5FBE-�4C76-922F-OB435D63�AE't
APPFNDIX
GC-4.01 Availability af Lands - See attached ALTA
GC�4.02 Subsurface a�at[ Physical Conditions — Refer• to Geotecla Repor�t Pj•oject No. 23439, Duted
Febr�uary 2021 prepa��ed hy Reed Er�gineef•ilzg Gr•oup.
� n nti xx •,� �.,..:.•„r,�, «�u� �.,..u.�.u:� Nt c,f�
rr� � nn no.•.,-.;tn ,,..0 �,T�.;.����
, .
GR-01 60 00 Product Requirements
CITY OF FOR'[' WORTIT YILI..A('rE CRF.'F'K DISTRdBUTIpN CF'N7'ER
Si'AN[3ARD CONSTRUCTION SPECIPTCA"iION I]OCUM�[�TS Citj� Project No. 103072
Revised July 1, 2U11
DocuSign Envelope ID: Bi97G5C8-5FBE-4C76-922FOB�+35D630AE'[
GC-�4.O1 Avaylabili�y of Lands
ri"IIIS PAGE LEF'I` Il�'TENTIONALLY BLANI�
GITY OF FOR'C WORTTT YII,LAGL CRFEKD�STRIBUTfONCENTF.It
STA�IaARD CO?+ISTRUCTIQN SPF.CIFICATlON BOCUMENTS Criy Projeci No. 1 D3072
Revised July 1, 2U11
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DocuSign En�elope ID: B797C5C8-5FSE-4G76-922F-U8435€]630A�1
GC-4.02 Subsurface and Phys�ca� Condiiions
T�IIS PAGE LEFT INTE�TTI�I�TAI...►LY BLAl�1I�
CFTY O�' FORT WQRTH VILLAGE CREEK IJISTRIBUTION CF.'NTER
STANDARl7 CONS3'RUCT[ON SPECIFICAT'IflN DOCIJIv1 �NTS Ci�j� Projecf No. 103072
Reviscd 7uly 1, 20l 1
L]ocuSign EiSvelope I�: 8797C5(�E�-5FBE-4G76-922F-08435Dfi30AE1
ta��n En�rn�Erain�
�ar3u�
PROJECT NO. 23439
F�BRUARY, 2Q21
GEOTECHNTCAL INVESTIGATION
OI+i'ICE/WAREHOUSE
V�LLAGE CREEK ROAD AND MARTIN STREET
FORT WORTH, TEXAS
P��esented To:
WOODHAVEN PARTNERS, LLC
DALLA�,TEXAS
DocuBign Envetape I�: B797C5C8-5FBE-4G7fi-922F-�8435D630AE9
4�EED i �f-lGlf"IEEREf-lG
�EciTECHriicr.i nrid � C-s F� � LJ P
E�Jy1xOMI�SE��TAi Ci)NSiIkTANiS
Februa�y 9, 2021
Pi•oject No. 23439
Woadhaven PartneE�s, LLC
124�0 Woad Manor Circle
Dallas, Texas 75234
ATTN: M��. Ra6cr�t C. Dye
GEOTECHNICAL INVESTIGATION
OFFICEIWAR�HOUSE
VILLAGE CREEI� ROAD AND MARTIN STR�ET
FORT WORTH, TEXAS
Gent[e�nen:
Trai�s���itted her•ewitl� are copies af the re�Fe�-enced re�or•t. Should you l�ave any
c�uestions concer��ing our findings ar if yau desire additio��al info�-rnatio;l, do not
liesitate to call. ���.._
Sincerely,
RE�la ENGINEERING GROLJP, LTD
Registratioi� Number F-3l l4
� � �a.ti--�� = �_
�
Kui�dan K. Pandey, Ph.D., �'.E.
Project Eilginee�•
�y�,- � ���i �
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Rotlalci F. Reed, P.E.
Pri��cipal
KI�A/RFR/apv
copy subnlitted via e-mail anly
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Fel�rua��y 9, 2021
�'ebi-e�ary 9, 2(l2l
GLLlTLCHNICI,L ENGiNEEFiING
ENVllic_.�I�lhlEi�i'iAL CUNSULTING
CCyNSTRUCTIdN t•1ATCRIALS TESTiNG
DocuSign En�e€ope l�: B797G5C8-5FBE-4C76-312F-08435u830AE1
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i TABLE OF CONT�NTS
PAGE
INTRODUCTION.................................................................................................... I
ProjectDescripfion ...................................................................................... 1
Autlior�zation ................................................................................................ l
Purposeatyd Scope ....................................................................................... l
FIELD AND LABORATORV INVESTIGATIONS ............................................ 2
Geneyal..........................................................................................................2
FieldInvestigation ........................................................................................2
Laborato��y Testing ...................................................................................... 3
GENERAL SITE CONDITION� ...........................................................................4
Physiog�•a�Eay ................................................................................................4
Geolo�y and St��atigraphy ...........................................................................5
Grou�id Water ..............................................................................................7
Texas Hea�El� and Safety Code aiic� TCEQ Commen� .............................. 7
Scis�nic Site Classification ...........................................................................7
ANALYSIS AND 1t�COMMENDATIONS .......................................................... S
Potcutial Vertical Movemenfs .....................................................................8
FouifdationDesign ....................................................................................... 9
Gr•ade 13eainslTilF-Wail Pa�icls ................................................................... 1 I
F[oor Slab ......................................................................................................12
l�etairiin� Walls ............................................................................................ j 4
Earthwol•lz, GcYieral .....................................................................................22
Eax�tl�worlc .....................................................................................................23
Pa�ei��cnt .......................................................................................................25
PaveinentJoi�its ........................................................................................... 32
Co�ista�uction Obsex•vation aud Testing Frequcu�y ...................................35
-i-
Dacu5lgn Envelope ID: B797G5C8-5FB�-4C76-922F-OBq35D630AE1
TABL� OF CON`eENTS
(Continued)
ILLU�TRATIONS
PLANOF BORiNGS .....................................................................
B4RINGLOGS .............................................................................
KE�'S TO TERMS AND SYMBOLS USED . .................... ......... .
LABORAT�RY TEST RE�ULTS ..............................................
ABSORPTION PR�SSURE-SWCLL TEST ]2CSULTS...........
1NTERPRETIVE G�OLOGIC CROSS-SECTI�N A— A'..,...
F�EE� E�lGIREEF�11"'iC�
GRLILJP
PLAT�
.........................1
..................... . ... 2-3 l
................. . ...... . 32&33
,........ ................ 34-41
......................... 42-48
......................... �9
.. 11..
DocuSigr� Envelope l�: B797C5C:8-�FBE-4C76-922F-08935C163UA�1
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INTR4DUCTION
Proj�ect Desce�ption
Tl�is report pi�esez�ts �Iie results of a geotecla�licai ii�veskigatian pe��Formed for t[ie proposed
building to be iocated at il�e iiitersectio�� of Village Creel< Roaci and Martin Street in rort I
Wai•t��, Texas. General o�•ient�tion of the b�iildiilg is sllown on tl�e Plan of Bo��i�lgs, Plate I af
tl�e i•epoi•t Zllustrafio�is.
Tl1e project consists of constniction o�F a 605,OOD-SC1Ll$1'C foot, singlc-stoi-y office/wareI�ouse
6uildi�lg. Pinisl�ed floor i� curre��tly set at Elev. 620.00. A detention pond anci site pavii7� for
pa�•king and drives and tt'L1CIC cotirts are iuchided ii1 the project. Retaini��g walls to
accominodate grade changes are alsa praposed.
AuEharizat�oiy
Tliis investigation was autEiorized by Mr. Robert C. Dye of Wood�3aven Partncz�s, LLC pui•suat�t
to oiu� P��opasal No 12-48 (dated Dece���l�ei• I8, 2019) and Propasal No. 10-60 (dated Octoi�c��
21, 2020 and revised on November 17, 2020.)
Pu�•pose a��d Scope
The pur��ose o�' this itavestigation has been to evaluate the ge�lej�al subsurface conditions and
provide rccomn�endatioi�s for:
• desig�l of the foundation system;
• floor slab;
• retait�in� walls;
• pavement subgE•ade; a�ld
• site preparation and eai�chwork ca��pactioii cz�iieria.
P�•ojecl No. 23�39 - �- reb�-uaiy 9, 202I
Docu5lgn tnvelope ID: B797C5C$-5FBE-4C76-922F-4B435Dfi30AE1
REE17 Ef-IG11"IEEAII""IG
G1�GiLJP
The i�lvestigation �i�s i�lcluded d�•illing samplc bai•ings, performing labaratoiy testing,
� analyzi�lg engi�lee��in� and geo[ogic data a�id developir�g geo�ec�111�ca1 reco�l�mendations. The
fallowiilg sectio��s present tiie inethodalogy used in tl�is investigat�on.
Recozx�mei�dations �rovided hei•ein are site-speci�c ai�d we��e devcloped for the project
discL�ssed i�l the ��e��ot•t I��tt•oductioyt. Persons usiii� t11is repol�t for otller tlian tlie intended
�ua-pose do sa at their own rislc.
TIELD AND LABORATORY iNV�STIGAT��NS
Genera[
The field ai�d labQratoiy investigatio��s l�ave [�een conducted ic� accordance with applicable
standards and procedures set fo�•th in the 2020 Annual Boo1� of �STM Standar•ds, Valumes
d4.08 and 04.09, "Sail and Rock." Tl�ese volumes should be coa�sulted for info��mation on
specific tes� procedu�•es.
Field Investigatio�t
S�b�urface conditions were evaluated wit�� 30 bo�•ings (Ba�•ings B-I through B-30) drilled at
the iocatio��s shown on Plate � attached. Barings B-1 tlu�o�igh B-5 were driIleck it� April 2020 in
conjiinction with a prelinuna�y investzgatian of llle site. Bori�lgs B-6 through B-30 we�•e drilled
in December 2020 to colnplete the geotecl�nical investigation. The Iocations of the E�orings are
shawn on Plate 1 of ti�e �-eport Illustrations.
Boritlgs were iocated in lhe field using a GP� (global positioning syste�n) unit. The accuracy
af tl�is unit is estirnatect to he within plus oi• miniis ane mete�•.
Project No. 23439 - 2- Fei�ruary 9, 2021
DocuSign Envelope I�: 6797C5G8-5FHE-4C76-922F-08435D634AE1
���n En�i���ain�
GRC]FJP
Borirlgs were adv�3lced l�et��eei� sampling i��tei•v�ls by nleans af a trucic-nlounled dr-illiizg rig
eq�iipped witll continuous fligl�t augers. Samples of cohesive soils were obtaii�ed witl� 3-i��cl�
diameter Shelby hii�es {ASTM D1587). Weatlle��ed and unweatl�ered liEl�esto��e was eval�rated
ii�-situ using the Texas Deparfi��ent of Trai�s�arkatioi� (TxDOT) co��e pet�etron�eter test.
Del�yed vvater ]evel obsei•vations were 31�ade in ti�e open boi•eiioles to evaluate grotiind wate�•
conditions. Boriilgs were bacicfilled at eampletion of field operations.
Sam�le depth, descz•iption af nlate��faEs, fielc� tests, water co�lditio��s aild soil classi�cation
[Unified Soii Classificatian Systena {USCS), ASTM D2488] are presented o11 tl�e Bo7�ing Logs,
Plates 2 tlirougl� 31. Keys to tea�ms a��d syi�lbols used ou tlle lags a�-e i�7cluded as Plates 32 and
33.
Eleva�ions sl�awil on the boi•i�1g [ogs are approxin�ate, and iiave been interpolated to tlle ��earest
faot based on topog��aphic it�formation sl�own on tlie gradii�g plat� provided by the clicnt,
Laboraior-y Testing
All sarn��les wcre �-etur�ed ta tl�e iabo�•ator•y and visuaIly iagged in accordaflce witl� the USCS.
Tlze consiste��cy of cohesive soil� was evaivated by meails of a pac�cet penetrometer. Results af
the pocket penetromeker �•eadEngs are presented on �he boring �ogs.
LaUorataly fcsts were performed to eval«ate index properties, confi�-m visual classificatio�� and
e�aivate the undrt•ai�ed sheat• st�•engtl� of selected sa�nples. Tests �t�d ASTM designatians ai•e
provided rn Tal�le 1.
Project No. 23439
-3-
Febz�ua�-y 9, 2021
❑ocuSign Envelope ID: 8/97C5C8-5FBE-4C76-922F-OB435D�3UAE1
REEL] �n�ir���arn�
GROk_!F�
TABLE 1.
TESTS CONDUGTED AND ASTM DESIGNATIONS
Type of Test ASTM Designation
Akterberg l�imits D4318
Moisture Content D2���
Par#ial Gradation d3 ��fl
Soil Suction D5298
Direct Shear D3080
Tl1e i•esults of t��ese tests are sunitnaa�ized on Plates 34 th�-otigh 4l .
The expansive charactez-istics of tE3e u�per soils wet•e also evaluated by means af seven
absorption pressure-swell tests conducted in accort•da�ice with gener•al procedures discussed by
Johnsan atid Si�ei�aenl. Results of tl�e swell tests aee presented gi•apliicaIly an Piates 42 tl�-ough
48.
GENERAL SITE CONDITZONS
Pl�ysiograp��y
The sit� is lacated west of t��e inte�•section of Village Creefc Road and Martin Stree� ii� Fa��t
Worth, Texas. At the ii�ne of t1�e fielc� i►lvestigation, thc site was cove��ed with heavy
vegetation and matu��e ta-ees. Based on tlle grading plan, site ��ades vaty fi�om approximate
Elc�. 603 ta
�,Tohnson, L,D., & S�i�tl�en, D.R (1978). "P�•edictio�l ofPaten�ial Heave of SwelEin� Soil." Geotechnical Testiiig
Journal, ASTM 1(3), 1 i7-124.
Aroject No. 23439 - 4- Februaiy 9, 2021
❑ocuSign Envelope l�: B797C5C8-5F6E-9C76-922F-QB435p630AE1
{�EEF_77 �r1G�i"kEEFalI""IG
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Elev. G37 witlii�� tlie buildii�g foot��rint. FinisIaed flaor is c�ir�-e�ltly set at Ele�. b2Q.00. It is
ailticipated tl�a� approxiniately 17 feet o1� cut and up to 17 fect af fiil wiil be rcquired to achieve
finished £loo�� elevation.
Geology aud St��atig�•aphy
Intcrpc�etive Geologic Cross-Sectiora A- A' llas becn �repared for �isual reference, and is
iiicluded in the Illi�stratio�is as �'late 49, The plaii location of the ci•oss-sectio3l is s��owu on
Plate l. Stratigraphic lines between borings are inte�•pretive o�lly. Actuai conditions betwcen
borings nlay vary signii�icantly froin those shovvu.
Tl�e srtte is underlait� 6y the C��etaceous Mai» Street Li�7lestone a�id G�•aysan Marl Fot•matians.
SE�bsurface collditions encoiintci•ed in tk�e bo7•ings consisted of a�luvial and �•esidual soils
ovet•lying weathered and unweathet•ed limestone.
The alluvial soil consisled af darl� b��own to ba�own, i•eddis��-b��own and yellowisi�-brown, l�i�h
to mocfei•ate plasticity (CH to CL} clay, sa��dy clay, and clayey sand eneo�intered to depil�s of I-
1/2 to 1� �feet belovv existi��g (April and Decembert� 2020) site grades.
Residua[ soil was encou�ltered below alfuvial soil. The residt�al soii consisted of l�3•own to
b��ownisll-yellow, yellawish-brown, anc! gray clay. The a�esid�al soil rep��esents severely
weatl�et•ed calcai-eaus sl}ale and contains soine weatl�ered limestone seams.
Below depths of S ta 20 feet (a�pi•oximate Elev. 590 to 61 fl), i��l, hai•d to veiy harci (�•ocic
classii�ication}, weatk3ered lir��estoiae was encountered iu 17 of il�e 34 borings. Tfie liil�estone
and sliale are inte�-Uedded and accur in aftei�nati��� layert•s. Due to tl�e variable extent of
Praject No. 23439 - 5- Febi�xary 9, 2021
I]ocu5ign Envelape Id: B797G5C8-5FBE-4C76-922F-i38435D63URE1
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wea#l�ering, tan li���estone i��ay or il��y i�at be encouc�tered above tlie gray, u��weatl�e�•ed
lifnestone. Wherc encoui�tered, ille tan, we�tl}ered lin�estone exlendcd ta depths of l2 ta 23
feet.
Gray, 11ard to very l�a�•d, unwe��hereci limestoi�e was eilcouzlte��ed bclow deptlls of � 2 to 23 feet
(approxin�ate Elev. 5$fi to 615). Barings were teX-ininated witllin the ��ay, u�iweatl�ered
liinestnne at depths of 17 to 28 feet.
The subsurface soil varied in moisture con�ent at tl�e time of ihe �eld investiga.tio�ls. The
deepei- t�esidual sail was rela.tively d�y. Select suction profles arc pi•esented in the fo[lawi��g
�raph.
P��oject No. 23439 - b- Fe6i-ualy 9, 2021
�ocuSign En�elape I�: 8797C5C8-5FBE-4C7�-922F�-UB435D630AE'f
F7EELl En��n��r-ain�
C-�i�dLJP
Cil'011lil� waiCl'
Grotu�d water was noted oi�iy in Borii�� B-1 at a de��th of twa feet in April 202Q. In the Uorings
drilled i�l Decembe�• 2020, graund waier was tloted at a depth of 5-i12 feet in Baz��ng B-24.
Whe�•e �i•eseni, the ��o�ind watei• is pei•cl�ed above ti�e eelatively irnpern�eable, u��weathered
liinestone witliin tl�e �verlying soils and ii� tlle open joixits and fractu�•es of tlie weat[iered
Iimestone. Tlie prese�ice of, a��d depth to ground water, will fluctuate with variations in
seaso�lal aild ar�l�ual raiufall.
Texas He�lth and Safety Code and TCEQ CanYnieYit
Pu��suant to t�ie Texas Hea1t1� and Sa�Pety Code, Chaptec• 361, �36].538 a�icf 30 Texas
�dministrative Gode 33U, §330.953, Reec� Engineering Gro�zp, Ltd. l�as perforilled ap��•opri�ie
soil teSts as req�ii��ed by tllese regulatia��s io deinor�strate that the subject pro�erty does nat
o�ve�•lie a closed inunicipal solid waste landfill. Tl�e site obsej�vations at�d subsurface daia do
not i��dicate the p�•esence of buried ni�inicip�l solid waste at this site. Based oz� tliese data,
deve�ap�nent of ti7is site sl�oLEld not require a Develapment Pe1•mit, as desc�-ibed in §3b1.532
and �§330.951-330.9G3, Subcha��tc�• T.
Seisinic Sife Classi�cation
Tlie site has been classified wit1� E•especi ta seismic design cr•itez•ia co�ltained in tlie 2015
Intei��atianai Building Code (IBC), Sectio�� � 613, and ASCE 7-10, Cha�ter 20. The criteria
require characterization of t��e upper 100 feet of subsurface matex�ials. Bascd on tiie ASCE 7-
30 criteria, t�ae site is classified as Site Class C iis accordance with Table 20.3-1.
Project No. 23439 - 7- Febi2ia�y 9, 202I
�
�ocu5ign Envelape IQ: B797C5C8-5Ff3E-4G76-922F-i7B435D630AE1
ra�cn �n�in��rain�
GR�L1F�
AN�IlYSI� AND RECOMMENDATIONS
Potential Vei�tical Movenients
Potential Vei•tical Mo�eine��ts (PVM) were evaluated using an enlpiricai p��ocedure develaped
by McDowell2 a�1d n�odified by Che Texas Department oPTi•aiisportalion, TxDOT Test Metl�od
124-E-� in canjiinct�on with tfie soil suciion and a�sai-�tian p��essure-swell tests. Based on tlle
PVM calcuIatiolls a�zd past experie�ice, potei�k�al n�oveinents are estiil�ated to be on the oi•dei• of
two ta eight incties depending upon location. Tlle estimated movements is based o►� soiI
maistu�•c: variat.ion fi•om a dry to mois� condition.
Ground-supported inip�•nvements {i.c., sidewa.11cs and paving} will �nflve i�� response to changes
in sail ���oist�ire. Tl�e ���ovement will be obse�•�ed as hcave if tlie soils are d�y at: the tinlc tlle
paven�ent or sidewallc is const�-«cled. The rl�overncni will be obser�ed as settienlent if tl�e soils
are moist at ll�e iime of c�nsii2iction. Ge�ea'ally, settleinet�t will �e lii�lited to tlle outet-
perimete�• {outer fo�u- to five feet) of la��ger slabs. P�•udent watering during extended dry
cli�7tiatic periods ca�1 cant�•ol settleme��t. Recomi��endatious at�e provided to li�lzit movenlent
below tl�e buiiding; hovsrevei•, same movernent of site paving a��d sidewall<s should be
anticipated.
The estimated PVM is based o11 cYri•rent �•ading pla�1 a�1d finislied £loor at Elev. b20.00. If the
finished �noo�• elevation is altei•ed by inore tllan two feet, tiiis of�ce shotj9d be consuEted for
additional analysis and recam��ne�idations.
2 McDowcll, C. "The Rela[ion of Labnea[oiy Testing to Desigr� for PavemeElts a�id Stiuch�res o3i Ex��ansive Soils"
{1959). Qua��terly of tl�e Coloi•�do Sc4�ool of Mines, Volume 54, Na 4, 127-153.
�"Method i'or Deteri��iniug the Potential Ve��tical Risc, PVR." (1978}, Texas Dcpartme�lt of Tc�auspoa�tation, Test
Mcthod Tex-124-E,
P�•oject No. 23439 - 8- Febitiiaty 9, 2021
DacuSign En�elope ID: H797G5C8-5FBE-4C76-922F-OB435D63DAE1
{� �� p E f'l G I f'i E E Fi I fl �
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Fouaidation Design
Foundation support fo�• concei�tratecl coiu�ni� loads shauld t�e �rovided by aLigee-excavated,
st��aiglat-sE�aft, reinfor•ced concrete picrs. The piex•s sllould be founded a miilimum of 1 foot into
gt-ay, unweathei•ed iimesto��e encot�ntered at depths of l2 to 23-112 feet (at approxin�ate Elev.
S86 t� 615} beLow px-esent (Decen�ber 2020} grade.
Piers sho�ild be proportioned for a�naximum end heariilg pi•essure of SD fcips per sc�tiaz�e foot
{lcs� anci a�na�in�u�li slcin t'riction it� eompression of 10 1<sf-. The enci 6eal�ing and slca�� fi-iction
values a��e applicablc f'or portions of t(�e piers exiended below tl�e oi�e-foot miniinunl
pei�etration recomnaended for �risual coi�firmation of the bearing stratum (gray, unweati7ereci
liinesto��e). No portion of tl�e �ier s�u-f�ce area above the i�iinilnum one�foot pei7etr�atio�� should
bc cou��ted on to pr�ovide shear (s�cin fi-iction) resistance.
Piex-s propo�•tianed in accardance witEi these allowable hear•in� and slci�l fi•iction values will
I�ave a inrtni31�u1n factor of safety of tlirce conside7•ing a shear or plu��ging failu��e. The weight
af t��e pier conc�-ete below final grade inay be neglected iu determining foundatioi� loads.
Propet•ly constructed piert�s shou�d unde�'go negligible post-const�uctian settlei��ent.
Piers will be subjected to uplift associated witl� swelling witl�ii� the upper cl�ys. The piers
sl�ould contai�� reinfa��cing steel througliout the pier sl�aft to resist tl�e tensile upiift forces.
Reinfo�-cing �•equirei�lents inay be esiimated bascd ott an upiift pressure of 1.2 1<sf acting ove��
tile top S feet of pier surface area. The z�ecommended t�p] ift value is consider-ed a working load.
App�•opriate factors of safety should f�e applied in ealcuia�ing fl�e �erce��t of �-eiufot•cement.
Project No. 23439 � 9- Feb�-�iaty 9, 2021
DocuSign Envelope i17: B797C5C�-5FBE-4C76-922F-08435Cifi30AE1
REE�7 En�in�Er�in�
GR�LJP
"Muslu•ooming", or widening of t�ac upper po�•tion of tlle pic�• sll�ft, will significailtly i�1c��ease
tlle uplift pressure fro�n t��e u��per clays. "Mushz•oo�l�s" should i�e rei�loved f�•oin tlle piers prio�•
ta bacltfill operatioi�s.
Pie�- caps should not be t�seci wit[i the piers u�7less a��i��i�num void of 4 inclies (factor of safety
of 1.5) is created E�elow the ��ot-tioil af tl�e cap extendii�g beyond tlie siiaft diametex•. Tiie four-
inch void is a��licable cailsidering preswellecl f�uildiz�g pad as described in tlle follow�n� I{'loo��
Slab sectiot�.
Uplift i•esista�lce will be pt•ovided by negative fi-ictioi� witfliti ihe g1�ay, u�1weatl�ered limestone.
Resistance to uplift caij be calculated using a�� aliowabie fi•iction of G lcsf. This valti�e should be
applied far all porLioi�s of tlie piers extendin� below the mininium one-foot penetratioi� deptl�
into the gray, unweatllered limestonc. Piers designed using tlie a�ove vaiue will l�ave a
ininimum facto�� of safety of tlu�ee cansidering a sheae failure in uplift.
Tlle recoal�nle�ided end bearing and slein ft�iction values a�-e based on a minir-rnim centet•-to-
ceuter spacing o� tl�e piers af two times ille ave�'age pier diamete�•. If pie�-s will l�e closc�� tllan
two pier dian�e�ers, center-to-center�, a reducti�n in tl�e sl{i�1 friction a��d end bearing may be
requ�red. This of�ce should be contacted for additia��al analysis if tl�is condition occurs.
Tempora�•y casing diiring piez• sl�aft cansitucti�n at some locations inay be necessary. Whei-c
used, the casi�Ig slloulcE be seated a st�fficicnt distance into the gray, unweatilered 1i�nestone to
pi•event in�itration of ground water and slougl�ing of so�Is inta f1�e pie�- exc�vatian. Close
coo�•dination between pie�- drilling and conerete place���ent during construction s�iould limit
necessity fot• use of te���po��aYy casing.
Peoject No. 23439 - 10 - Februa�y 9, 2021
L}acuSign �nvelope ID: 8797C5C8-5FeE-4C76-922F-�B435C763UAE'i
REEL] �1-IGI I'IEEFaII-16
GRC7iJP
Pie�• excavltions s�ia�lEd be c���y at�cl free of deleterious ���aterials �rior to concrete placelneni.. In
no case s4�ould tl�e pier s��aft cxcavations ��emain o��en for more tiian eiglit hours pz�io�� to
concz-ete piaceir�eni.
Co�tinuo�is obser�Tation oF the pier cotistiuctioii by a representative of tllis office is
reconu3lended. Ol�seivatiot� is rccomnie��ded to confirtn the beai�in� stratun� a��d tliat tl�e
excavations arc dr•y prior lo placenient of cancrete.
Grade Bea�ns/Tili-Wail Panels
Grade beams o�• tilt-wall pancls should be const��ucted witli a mi��irtnum voici of 4 ii�ches (Factor
af S�fery of 1.5} beneatll lhe�1�. A vaid is �•eca���n�ended ta liznit potential foundation
niove�nents associated with swelliEig of the undex�lying sails. Tf�e four-inc1� void is a}�plica�[e
considering s�ibgrade �nodificatio�� as described in the fo[lowing Floor �iab section.
Tl�e void can l�e c�•eated below grade bean�s by use of wax-it�lpregt�ated ca��ciboard for�ns or
beneatl� �ilt panels by aver-exca�ating tl�e required void space p�•ior to pane! erectian. Retaiiier
boards aloilg the outside of t11e gi•ade beam or• tiit-wall panel will not t�e necessary.
Gi•ade beai�as s�ould be double-formed. Earth-forining of beams 6elow �round is �iot
recammea�ded because of tl�e inability lo contf-ol tl�e beam excavation width.
ProjectNo. 23439 - 11 - Feb��uary 9, 2021
lJacuSign Envelope I�: B797C5C:�3-5FBE-4C76-922F-08435Dfi30AE1
raE�n �r��+n��Fair'i�
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Fill on the outside of perimeler grade bea�ns andlor tilt walls s��ould be placed in a controlled
majlner. BacicfilI shotild cai�sist af site-excavated clays, oi• equal, placed and coi�xpacted in
accordailce with tiie EaY•tliwo�•Ic section. If bedding soils must be used adjacent to the
pei•iineter of the bLuiding, t[ie clay/beddiilg soil i�iterface sllould bc sloped to drain away fi�om
tl2c builcfii�g. Cotnpaction criteria are illciuded i« tlle Eai•thwork seciio��.
Floo�- Slab
A numbe�� oi' factoi•s affect the pe��foi��ar�ce of tl�e flofl�• slab, to include traffic anci wlleel laads,
c�uality of the concc•ete, �oint ti��eatnlei�t and canditioil of the subgrade. Tl�e two factors wltich
affect the co��dition of t�ae subgrade are relaled to past�construction movement a�ld strei�gtii of
the subgrade, TI�e fol�owitlg sections address kl�e ��otential for movement and alter�7atives to
a�educe ti7e potential and/o�• p�•ohability of the 1no�e���ent occurt•ing. The st�•eng�ii of tlle
subg��ade is addressed i�� tlie Modulus oi SuUgrade Reaction subsection.
Pateiitial �a�oveineilts assaciated with heave fi-oili a d�y conditioi� to a ntioist condition at•e
estin�ated to be on tlie order of two to eiglit inclies. Additioz�al i�love���ent i� possible if tlie
clays becoine saturated, sucil as cat� happen from t�tility le�lcs and excessivc ponding of watez-
adjacent to the ��erii�ieter walls.
Use o�f grou��d-su�poi�ted floor is a�lticipated. Ground-siipparted floor is feasible, pravided t11e
1-is1< of same post-corlst�uction floor moveinent is acceptable. Tl�e Uotential inovement can be
7•educed by �roper implementation (i.e., cotlst�-uction) of relnedial ea��thwoi�lc recommended in
Praject No. 23�39 - 12 - Febivaxy 9, 2021
DocuSign Envelope IU: B/97C5C8-5FBE-4C76-922F-OB435€]634AE1
���n �ri�in��a�n�
G Fi C7 !J �
fhe foilowi�lg pai�ag�•a��l�s. The risl< of tlle �3oteiltial it�ovcil�►ent occii�•i•ing ca�i be reduced by
iinple��ientatiarl of pasitive grading of surl'ace waler away fiorn tl�e blti�ding ai�d bacic�lling
imil�ediately adjacent to t11e struct�i�•e with oi�-site clays.
Finis�ied f�oor is curr•ently set at Elev. G20.00. Tl�e exisliug gz�ades wttl�in the Uuilding footprin� �
va�y fi�om appi•oximate Elev. 603 at tl�e southeast coetier to Elev. 63b at tlie ��ort.hwest corner af
tlae building faotprint. It is estimated that up to 17 feet of cut and i 7 feet at' fill will be rcqui��ed
to acl�ieve f��iished grade elevation. Co�ls�det•ing subsurface conditioz�s, tlie a��nouiit of cut and
fill required, and pi-esence of ��1atu��e t�'ees at the site, iti is t•econ�mended the subgrade be �
preswel�ed by tl�e excavation and rec�inpaction procedures.
T1•ee stun�ps under the building pad and pavii�g areas should be excavated zo a nli�in�urn de�th
of f�ve feet ai7d reinovec� fi•air� tlie site. Tree 3•oots two ii�cl�es o�• la�•ger i�� diameter should alsa
be excavated ai�d �-e;naved fi•on� the site. Tl�e excavated a�•eas may be bacicfilled witll on-sifie
soils placed i« co�itrolled lifts and density.
The a-ecomn�endations p��ovided l�elow are applicable cansidering the p��o��osed finisi�ed floor
ele�ati�n. if the �nislied floor elevalion is aliel•ed hy inore than two feet, this office s1loLild 6e
�ro�ided witil a site g��adii�g plan to ailow far evaluation and n�odification of tlle
reco�llmendatia�ls, if necessaiy.
P��oject Na. 23439 - 13 - Feb��uary 9, 202i
pocu5ign �nvelape I�: 8797C5C8-5F8E-4C76-y22F-OB435DS3�AE1
I�EE� En�in��sa�n�
C� �i Cl !J Fx
T11e recamnlencted metl�od of pre-wetting tl�e up��er soils to �•educe tlle �otential foi� past-
eonstruction swell caalsists of excavation of tlle upper soil, n�ecl�auically nlixi�ig �lle soil witli
wate�-, tl�e�� reconapactian of the excavated soil ii� controlled lifts. Tliis ���ethod of pre-wettin�
ihe sails is not effective unless tlie water is uni�or�nI blcilded with the soil. Simply wetling the
sli�•face of il�e soil will not acl�ieve �l�c requiz•ed result. Genex�al proced�ires a�-e as follows.
1. Sti•i� vegetation a�1d dispose of tl�e ot•ganic ntiatet•ials in accordailce witl� tlle p�•oject
s�ecifications.
2. Excavate existing soils to Elev. 605.00 0�• to top oi tl�c inkact, iit-siku tan o�' gray
limestone, W111C�1CV�i' OCCIII'S first. Extend the footprint af the excava.ted area a
n�iE�imu��i of 10 feet beyond l�uildiilg 1i�7es o�� to the curb line wlzicllever is greater.
The lateral extent of tlne 1rea.ted at•ea should l�e reviewed by tlie design tearn and
ownet• to addT�ess desil•ec� t•eduction of movcn�ent outside tl�e sti-�.�ct�ires ar�d surface
paving.
3. In areas wl�ere existing gradcs are below Elev. 605.0� (areas receiving f�ll above tlie
existii�g grade�), excavate t11e t�-ee s�unzps to a lninimun� depth of �ve feet and
rcc��ove fi•on1 the site. Tree roats larger tl�ai� two inclies in diarneier should also be
excavated ai�d re�noved fi-o��� the site.
4. Where clay is ex��osed at tl�e bottom af tlle excavation, scarify tl�e exposed subgrade
io a de�th of six inches, water as necessaty and �'ecar�Ipact lo the density aud
�naist��re recommendeci sn tlie Earthwo�•lt sectio«. Li���estone ex�osed at the
bot�om of the excavatiol2 will not requ�re scarificatian and reconlpaction.
5. Compact site-excavated sails ir� iifts as outliiled in 1he Ea�-fhwoa�lt section to tl�e
subgi'ade reqiii��ed foi• lhe des�red moist�u�e cap. Place aud compact soils in
accordance wit[i recoi��nendations in tlle Earfhwork sectiou.
• Note: Tf insufficient oi}-site filE exists to aci�ieve t�ae proposed sub�rade, a�l
iinported fill �fo�� use below t��e building shauld consist of "select" �[l,
flexible base, or approved c4inmon fill. Balance on-site soils to provide a
uni�oi•m thicicness o�'the i�nported fill.
Projeci No. 23439 - 14 - Febflia��y 9, 2021
UocuSign Envelope ID: B797C5C8-5FBE-4G76-922F-UB43�D630AE9
REEY] �n�in��rain�
G FI OU P
6. Place and cni��pact thc sur•face inoish���e bai7�icr, consisting of eithei-:
• l2 iuches of "select" �il, o��
• 6 ia�clles of flexible base; o��
• stabilize ihe top G if�clles of recompacted soi{ witl� a inini�nu��� of 6
pe�-ccnt hydrated lime.
Placement ��ecommendations for "select" fill ai�d �flexiblc base are i�lcluded in ihe ��rthworlc
section. Lin�e stabiiilatiou should be conducted in accorda�lce with TxDC}T "Standard
SpeciFicatiorls for Constniction ar�d Mai��leuance of IIigllways, Streets, and Bridges," 2014
Editio�i, Item 260. Lii��e-stabilized soils should be corn�acted to a niiniillum of 95 perceni a�
Standard Proctar density, �STM D698.
T��e tllicicness of thc t•econ�nended caps is based on limitivg moisture loss fi�o�n the rewoi��ced
clay priar to placer�nent of ti�e floor slab, Additional tliicic��ess n�ay be ��ecessaa�y to allow foz�
constitiiction equipment, deperldei�t upon the type of equipment used for constiuction and
prev�iling weather. Reco�llrnended n�odi�cations ta the thicl«�ess of the cap can be p�-ovided if
a t��ore durable surPace is desired.
Co��sideration sliauld be given to bencl�ing tiie pez�iineter of tlle excavation, fi-on� ti�e bottom up,
at ane ho��izontai to one vet-Cical (1H:1 V) to c�•eate a transition zone beiween rewo�•lced soils and
non-reworlccd soils. Tl�is will dec�•ease the potential for concez�ix�ated diffe�•ential movenaer}t
- 15 - Febn�aay 9, 2Q21
� between treated and untreated areas.
DocuSign Envelope ID: B797C5C8-5FE3E-4G76-922F-OB435D630AE1
r��En EI—FGIfIEEFilfl�a
GFi�IJP
Otlie�' Consic�cr`atio��s - TE�e �noisture caps shoujd be placed witl�in apl�i•axiinately sevei�
wor[ri��g d�ys foliowir�g com�letion of tlie excavatioil and reca���paction operatio�ls to limit
moishu�e loss.
Carefiil coj�sidea�atian should be giveiz to tlle act�ial a��ea treated to reduce �1�a�e�iient. The
pote�ltial for past-const�•uction IZeave will E�e reducecf in the treated areas; l�awe�ez•, areas left
«ntc•eated will result in diffe�-ential lnovement. In geileral, it is z•ecammcnded t[�e treated areas
extend beyond #he buildin�s at et�ti•ances to �-educe ihe potential far differential movement
amoalg the buildings, tlle sidewalks and ent�-ance pavemeali or in areas wbere site paving is
X�clatively flat because of drainage or ADA considerations. The lateral exterl� of the treated area
sljoti�lc€ be reviewed by tlle design team and owner ta address desired z�eduction of niovement
outside the strucriu�e a�1d sui•face paviiig.
Potcz�tiaf post-constilic�ion floo�• mo�e���ent associated wiih heave, cansidez�itlg a properly
�r-eswelled o�• rewo��l<ed sul�gi•ade, is antici�ated to be an tiie order• of o��e incll. �dditia�lal
z�lovezr�er►t is possible if tlle clays beconle satu�•ated, sucll as can happe�i froin utility lealcs a�1d
excessive panding of water adjace��t to tl�e perimetier walls.
Posiiive drainage of wa�:e�� away from the str�cture must be provided and maintained after
constriiction. Arcilitectu��al detailing of interior finishes should allow for approximately one
incli of diffe2•ential flaor- movement.
P��oject No. 23439 - 1 b- Fef�r-�.�a�y 9, 2�21
�acuSign �nvelope Ia: B797C5C8-5F8E-4C76-922F-(3B435�630AE1
ra��n En�in��r�in�
�raouP
A��iininl��ln 10-�i�il thicl< �olyetllylenc slieet is recou�ii�c��ded below tl�e floors to limit
i�ugratiali of i�ioist�ire thco�g�i tlle slabs fi•oin ifie L1i1C�el'��1lllb soils. This is of pai•ticula��
i���po�•fance below sections of il�e floars covei-ed witl� ca�peting, paint or tile. Penet�ations and
lapped joints sl}oulc� �ie sealed witl� a wate��proof tape.
G1�aund-supportec� floo�� over expansi�e soils z�lay be subject to settlement if t�1e underlying
clays diy during thc life of tlic struciure. Natural desiccation will be lin�ited to tl�e oute�� four to
five Feet aloug the perimeter wiiere surface pavelnent does ��ot abiit the st�•��cture. However,
roots fi•am t�-ees and sh�•ubs cai� �•ow below the struchiz�e and inci-ease the zone of desiccation.
This process lypically requires 8 ta l0 yeacs to develop. Aii effective nlean� of liiniting plant
roat grawtli is cansti•uction af a verticai iT�oistur•e baz-rier adjacet�t to the foundatio�� or extensian
of pavii�g to t�e perii�letea� o�F the builclii�g. If utilizeci, tl�e ba�•rie�• sl�ould consist of a n-unimum
six-incll wide, fve-foot deep lean concrete wall. TY•ces and sh�ubs s[�ould be p�anted outside
the ba�'rier.
Modulus ot' Subgr�de Reactio�� — The prececiing sections discL�ssed al�ernatives to reduce the
�otential andlor probabiliry of post-const�•ttction floor n�ovemeilt. Tlirec al�ernative� we�•e
p�ovided to sea! t[�e �noisiu��e into tllc subgrade to ��educe construction-related n�oisture loss.
The a[ter�latives included placement of I2 inches aF "select" fill, o�- placenlent of 6 inches of
flexible f�ase, or [ime stabilization of approximateiy b incl�es of cla
P�'aject Na. 23439 - 17 -
aocuSigi� Envelope I�: B797C5C8-5�BE-4C76-9221=-OB435D630AE1
R E E CI � ii G I I""1 E E Fi I fl C-a
GR�LJP
The rl�odulus of sub��-ade reactio�l is deper�dei�t u�oi� tl�e size of tl�e art•ea ti�ai is unifarmiy
Ioacfec�. Tn otlle�- wo��ds, p�•oduet stac�ced to a uniforn� pt'esstlre over a wide area "lo�ds" ti�e
subgrade to a deepeY• depth tlian the same pi•oduct loaded in racE<s •witi� paint loads ti•ai�s�i�iLted
to tlie floor at tl�c rack legs.
Co��sidering at�y oF tl�e tl�ree a��tioias for cappii�g ihe pad, ik is recUmmended the floor slab be
designed fo�- tire and Y•acic loads t�siilg a modulus of subgracle rt•eaetion, lc, o�' 150 pounds �e1-
cubic inc11 (pci). This value is applicable consider�ing placen�e��l of a�i�i�limL�m of 12 inclies of
°select" fi11, placement of G incl7es of flexible base, or 1i�1�e stabilizatio�l of 6 incl�es of subg��ade
witll a Y11ii�i�nu�n of G percent hydi•ated lime over the pr•e�ared subgrade. To achieve t11e
�-econu11e3�ded mod�ilus, compaction of tlle "select" fill, flexible f�ase, and li�ne�stabilized clay
ta tl�e specificd de�isity will be rec�uiz-ed. Materials dishirbed by tl�e const�-«ction equipnlent
iyl�mediately priar ta placen�e�it of the co11c�•ete will reduce the allowable modulus.
Since tl�e iT�odulus of sul��rade rcaction �a�-ies dependent u��an t��e size of the area ta be laaded,
it is �•eca���il�ended the value of lc be reduced to 75 �ci for loaded areas greater tllan 3 feet by 3
feet, up to an az-ea of 8 feet l�y 8 feet. Fo�� laarled areas with a foat�riilt greate�� than 8 feet by 8
feef, i� is recammended the lc value be reduced ta 50 pci.
VarioE�s aiternatives are available to i��creasc the effective nlodulus af sul�grade reaction. One
alter��ative consists of stabilization of the top six incl�es of "select" fill witli a inini�nun-� of six
pe��cent cetl�eni. Anoille�� a[ternative consis�s afpiacement atld coi�lpaction of a�nininlum of
Project No. 23439 - 18 - Februaty 9, 2021
I]ocu5ign Envelope ID: B797C5C8-5Fk3�-4C76-922F-OB435�(i30AE1
�E�� EfiGlf'I�EF:I[-7�
�Faou�
fi�e inches o�' ci-�ished co�acee�e ar flexible b�se oi� top of coi�lpacted "seiec�" f�ll or lime-
stabilized clay. Eikher of the two alternatives would illcrease tl3e k valLie for ti�•e ar�d rack loads
fo approximately 200 pci.
Otl�e�• coal}binations to increase tlie allawable ��lodulus a�e CeasiUle and will be
adci��essed if
desil-ed.
Retaini�ig Wa1Zs
Lateral eartl� ��i•essLues against i•etainiilg wa[ls will be a fuz}ciia�i of the bacic�il witl�in the
"active zo��e" of eaa•th pressure. Tlie "active zone" is tlie wedge of soil defined by the su�•face
oI' tlie wall aild a pIane incli�led 45° fi�oiil Ehe vertical passiR�g thraugh tE�e base af the wall (or
the base o�'the l�cei �For a cantilevered wal[}.
Considet�ing bacicfill using site-excavated n�atei�ials, latei•al ea�tiz pressures can be estiYnated
based o�i an eqt�ivalent flui� pressiu•e of 65 pau�ids pe�• cubic foot (pcf} foc active conditions, or
$0 }�cf for at-rest coalditions. Rotatioa�, ar lateral moveinen� on ille top of the wall, equai to 0.02
ti�r�cs tlle height of the wal] will be necessary for• oYi-site soil bacic�ll for tlae "active" conditio��.
Alicrnatively, imparted "select" fill may be used as bacicfill i�i the active zone. Cansidei•i��g
"select" �i11, latei•a[ earth pressu�•es can be estiinated based on �n eqilivaient fluid px-ess�al-e o�F 40
pcf, active conditions, o�� 60 pcf at-rest conc�itions. Lateral movement of the top of tl�e wall
ec�ual to 0.001 times the l�eight of the wal[ will be necessary far the "active" press�re condition
For "select" fill bacicfi[l.
ProjectNo. 23439 - 19 - Fe�rua��y 9, 202i
DocuSign �nvelope IL]: B797C5G8-5FBE-4C76-922F-U8435D630A�1
���n �n�in��rain�
CtiAOlJP
The late�•al earth pressu3•es are ap��Iicabie for }�orizo�ltal sux�face grades and i�on-s�u•cl�arged,
drai€�ed coi�ditioiis. A drainage sysiem shauld be �ustalled bel�ind tl�e base of kl�e ��ctaining
walls to linlit developil�e�lt of excess hydrostatic pressures. The draina�e system sl�ould
consist, as a rtninimun.l, ot' I2-incE� �y 12-ii�cl� pocicet drail�s spaced i 5 feet on-cet�Cer, i��stalled
i�eae the base af the wall.
Fi1[ iE� the pocicet dE•ai�is should co�lsist of durable ci•�isiied stoile such as A�TM C33, Size b7 or
coarse��, w��ap�ed in fltet• �Fabric (Mirafi 140N or equivalent). Bacicfill ar�und tlle gravel drt•ain
sliould consist of site-excavatecf soils or "seleck" �11. A con�pacted clay cap is ��ecoinmei�ded
within tl�e upper two Feet of tl�e su��face to 1it11it su��face-watei• infilt��ation beliiz�d the walls.
Retaining walIs may be foimded on sp1•ead or cont�nuous ftiatings �laced a rninimu�n of I S
inches i�lto u�lclistuebed, on-site soils or co�npacted and tested fill. Footings should be
propox-tioned for a maxirl�un� bearing presslue oF 3,fl00 �ot�nds pei• squa��e foot {ps#}.
Movenze��t aT the £ooti�lgs a��d walls should he anticipated. Flexible walis are recommended.
Mo�ei�lei�ts an tlle ordec• of two to eight inches a1•e possible. Higher r�l�g��itude of potential
post-co�lst�2�ction iilovements exist within ti�e i�ort��e�n aild westerr� �az-tians of tlze site whe�•e
cut below existing g�•ades wiil bc rt•eqL�ired. If movenle�lts are nat acceptable, the walls sl�ould
be founded on piers designed ��1 accordance with t11e Foulxdation Design section. 1� i��inimum
12-incl� void is recommended between the bottoin of the wall/grade beam and soil ut�delneaYll.
Retainer boa��ds will be rec��ired along the outside of the wall/b ade beam to maintain tl�e
requii•ed void space.
Praject Na. 23439 - 20 - Feb�ua�y 9, 2021
�ocuSign Enveiope ID: 8797G5C8-5FBE-4C76-922F-U8435D634A�1
REE O �1-Id[I-IEE191I'lG
�r�aury
Passive reszstance to jatera[ movemei�t ca�1 lie estii��ated bascd o�i an ec�uivalent fluid pressure
af 300 pcf �for o11-site matea�ials. T��is value is applicablc Fo�• footin�s fouilded on t�ndisturf�ecl,
a�l-s�te sails ar cair�pacted and tested fiIl. Tn add�tion to passive resis#ance, a coefficie�lt of
friction between the base of t1�e �ooting afid tlie uildert•lyinb soil equal to 0.35 may be uscd.
The lateral earth pressure values do not incoipoeate specific facta��s of safety. If applicable, �
facfoz�s of safery sl�ould be i�ite�ated into tiic structura] design of the wal1.
Ea�•tl1 s[opes up �o a heigl�t of eig��t �Feet may be gi•aded at 4H:1 V. Eartl� slopes greateY• than
eigl�t feet in lieigiit should i�e evaluated for glohal stability. Tliis also applies to slopes
eombined With retaining wal�s tiiat 11ave a co�nUii�ed 11eiglit in excess of eight feet. Glabal
stability analysis can be �er�'armed, if desired, once tllc slope and wall pro�les and sec�ions ai•e
made available to this ofCice. All constiucted slo��es should be vegetated as soo�l as possible.
Use of erosion cont�-al �fabric is recamme��ded d�it•ing �edetation of tl�e slopes.
Tl�e recornmendations aUove are applicable for retai«ing walls tl�at are not subject to
inu�ldation by wate�•. Modificatia�� of tl�e recommendations may be necessat�y fo�• wet
ap�llications (such as detentio�l ponds, wate�- �features and along creelc beds). T11is office should
be pravided with g�•ading plartzs a�id wa�f lay�uts to review for any necessaiy modificatians io
the recotnmeildatioi�s for wet ap��licatians.
Project Na. 23439 - 21 - Februa�-y 9, 2021
DocuSign Envelape !q: B797C5C8-5FSE-4C76-922F-0[3435U630AE1
I��EQ ErIG f f"IEERt11�
GRflt.1P
Eak•tkawor•lc, General
Proper coinpaciio�l of soil 7•ec�uires botl� tlie carrect 111oisturt•e co�lier�t and "cam�active effoz�t" or
energy. The coinp�ictive efFort, o�- e�lergy, rmlaarted into t]�c soil by ti�e equipmez�t used for
coi��p�ctio�i, has to l�e compatible with tl�e lif� thickness. The ligl�ter tiie ec�uipn�ei�t {lowei•
contact pressure), the ihi��ner tlle Ioose lifl of soil l�as to be to acllieve adequate compaction.
if the lift of soi! is too tk�icic for ille e��ergy (con�pactive ef�ort) exertcd by the ec�uipnlent,
ii�sufficienC ei�e�-gy wil] be h•at�sfea-red through the full lift tl�ickness, resulting in a lens of loose,
settle���ent-pi�oi�e soil at the boitam of the Iift.
For exam��le, if tracic-inounted equipme�t sucli as a"C�O'Lei'" is used for coi�i}�action, t11e
thicicness of lift will vaiy with tlie trac]< contact presst��•e, Foi• a CatelpiIlar D-6, witii a co3�tact
presstn•e of approxi�nateiy 1,Q00 psf, a maximum laose Iift thiclaiess of 6 iilclies {compactec� lift
of 4 i.iaches) is �lceded to achieve compactioil. For a Caterpilla� D-10, with a contact presst�t•e
a� approximately 3,000 psf, a nlaxirnu�l� loase lift �hicl�uess of 8 inches (compacted lifl of 6
inches} is needed to aclaieve co�l�paction.
�f tlie uppe�� five to six iilclies of an excessively thick Iift is weIl compacied, it c�n �nee� density,
and t��erefore tllc loose, relativefy thin Iet1s at the bo�tom of t11e lift will ��ot be detected by
density testing res�lting in the pateiitial for seitlen�ent af u�ide�•-campacted le��ses. Acctu�ately
deteri��ining lift lliicicness is virhially im�ossible after tl�e fact in large-scaie �nass eat�t�iwor•lc
Pa�oject No. 23439 - 22 - F�bruaty 9, 2021
Doc�35ign �nvelope ID: B797C5C8-5FBE-4C76-S22F-OB435[]63QAE1
w��n �r-irin��Fairr�
�r�o��
operaliorls, and can only �ae coa�troiled by khe earthworlc cot�tractor by "experience".
Alte��i�ativeiy, if the eat•lliworlc contractot•'s field personilel do not ��ave sufficient expez�ie�lce, a
suzvcyor would need to be llired to accurately s����vey eacl� lift �o evaluate if excessive lifts af•e
�e�ng placed.
Foi• equipn�e�lt with a relati�ely ligllt contact press��re (a�iy ty��e of ec�uipriient witft a coaltact
}�ressure of iess than approxiz�laEely 2,000 ps#}, tl�ere is virtual[y no "facto�- of safety" xelative to
tiie lift tllicicncss. It is tlie��efore rt•ecoiruilei}ded iliat, if tracl<-i�ouilted cqui��metat is used for
compaction, equipinent with a n�inii���.im co�ltact pr•essure of 2,5(}0 psf be speci{"�ed fo3• �1�ass
earfhwoi•k operations.
Earthwox•I�
AlI vegetation a��d topsoi[ contaii�i��g orga7�ie imateriai sho�ild be cleax-cd and gr�ibbed at tlle
l�cginning of earthworl< co��stiuctian. Areas of tl}e site tllat will uE�derlie fiil Ol' W1��1l11 tlle
buildings sfiould be scarified ta a deptl� of 6 i«ches aild �•ecoi��pacted to a minirnum af 95
��erce�lt aild � �1�axiilium of id0 percent of tlle maximum densiry, as cietermi��ed by ASTM
D698, "Star�dar•d Proctor". Tl�e ��Zoist�u•c content should range fram +l to +5 percentage �aoints
above optimum.
It is 1•ecorn�nended that one-point swell tests at a pressure nf �SO psf be pet�formed on
laboratory s�mples co�z��acied to the abo�e recommended density and moisture. Tf test results
irt�dicate tllat the swell will exceed ane percen�, the field moisture should be adjusted to limit
tlie potential for swell to less tltai7 one �ercent.
ProjectNo. 23�39 - 23 - Febi2�ary 9, 2021
pocuSign Envelope 1U: 8797C5C8-5Fti�-AC76-922F-UB435a630AE1
r�E�n EfIG 11"I�EFiIE"'IG
G R OLJ P
Site-exca�ated soils sl�ould be �laced in anaxi��ium cight-inch loose lifts (��ote, loose iift
thick��ess i�nist be compatiblc with tlie com��action ec�ui�ment} ai�d compacted to the inoistu��e
ancl deusity rec�uirements otitlined �bove. The soils should be unifori��ly blendcd with watcr to
acliieve the i-equired i��oistu�•e co��tent.
The fi��al 6 ii�chcs of sl�bgrac�e below pavement sllo«]d be conipacted to a miniz�um of 95
percent of St���da��d P��octar�, af ot• above apiiinum moisture.
Aa-eas wl�ere cornpaction utilizing hat�d�lield ec�«ipnient will be required, suc�� as for site
uti�ities and per•imeter "leave-aut st�•ips" {tilt-wall cor�str«ction), sllould be con�pacted to a
densily of betwee�� 95 and 100 percent of Standard Pj•actor, at a maisture contei2t of bctween +1
to +5 ��ercentage points abave o�timum.
Pcoper bacicfil]i�1g ai•ound the building perimeters will �•educe the potential fo�• water seepage
beneath t��e sEruchires. T'il! agaiilst tlie pe�-iz�leter of tl�e fotuldatio�z shoL�ld consist of site-
excavated clays, or ec�ual, placed a�ld co�npacted i�1 accordac�ce with t1�e recam�l�endatiolls
outli��ed above.
"SelecC" fill is dePined as tmifor�niy i�lended cl�yey sat�d v,�itl� a Plasticity Index {PI) af between
4 and 1S. Select fill sllould be placed in maxi��lunl S-inc11 loose lifts and coinpacted to at least
95 percent o� tlle Sta�idarcE Proctoi• density, ai a moisture contei�i between -2 ta +3 pez-cei�tage
points of aptiintun moisture. The select ii�l shoulc� be placed within approxzn�ately seven
worlci�lg days over l-f�e rewoi•1<ed subg�-ade to 1i1��i� i�zoisture toss within the unde��lying soils.
P�-oject No. 23439 - 24 - February 9, 2021
DocuSign Envelope ID: 8797C5C�-5F8E-4C76-922F-flB435D630AE1
I�EEC7 Er-���n��ain�
.fa'f-70L1P
Plexihie base for• �ise belaw t��e b�iildit�g slab is de�lled as cilishcci stane or cr•ushed conc�-ete
meetii}g tIie require�l�ei�ts of tlie 20I� Editio�l of TxDOT, "Stai�dacd Speci�cations for
Constructiai� and Maintenance of Higliways, Sti•eets arid Brid�es", Ite��� 247 Grade i or 2, Type
D or better. Flexible Uase should be co�n}�acted to a�1�iiaimum of 95 percent of Standard
Proctot• c�ec�sity, at a moisture cantcnt between -2 to +3 pereentage points oi'optimuil� moistlue.
Linae st�bilizaiia�i should be conducCec� in accordance witll TxDOT "Standard Specifications
fo�- Constr��ctiors and Maintenance of Highu+ays, Str•eets, and Briciges," 20I4 Editian, Itei1� 260,
Lune-stabilized soils should be coinpacted to a��i��iinum of 95 }�ercenE of Standat•d Pcoctor
density, ASTM D698 at ox� aUove optimuzr� anoisture cailte��t.
Paveme��t
As stated above, tlae PVR o�1 this site is two to eigI�t i�lclies. Higlfe�� magilitude of potential
post-consfiuction n�ovements exists within the no�•tllern alid westein portio��s of the site where
cut below existing grades will bc requi��ed. If tl7is stated z��agi�itude af �otential mavement of
the pavement is acceptable, no cemedial earthwo�•lc wi11 be ilecessary.
If it is ��ot acceptable, it is rccoi�n�ended tl�al subgrade modification �e perfort•med. Tl�is office
ca�1 a�sist with diffe��ent depths of subgt�ade modification verstts PVR, if desii•ed. ]�f subgrade
modification is liinited to tfie buildiz�� envelope, site g�•adi��g siiould accouilt far tl�e potetltial
�novements beyoi�d tl�c treated area of the buildi��g.
I
�i�oject No. 2,3439 - 25 - Feb�uaa�y 9, 2021
DacuSign knvelopa ID: B797C5C8-5FBE-4C7fi-922F-OB435L�630AE1
The s�ecific ��ave�nent sect�on wiIl l�e cie��endent u�c
1. traf�ic loads at�d fr•ec�uei�cy;
2. paven�e�it type and strength;
3. desired pave�nent li�'e and ea�ding conditiai�
4. stt•ei�gtl� and caiiditioi� of the subgt�ade.
Info���r►ation r•egat•diilg tl�e specific traffic loac�s a�-
aE�aiysis was ��erforn�ed For a ra�lge of t�•af�c COTI{�1hOYi5, ai�d design tllicicness ve��sus traffic
load diagcanis were developed. Tlie paveme�lt designer, typically tl�e ci�il engineer, sliould
review tlie a�lticipated tra�c with tl�e builciing owne�• �r end use��. If the anticipated traffic will
�acy fi�oi�z� the stated values in tl�e following paragr�pils, this office can provide aftei-nativc
sectioi�s �►pon requesl.
Tlle pavei��ent type has been identified as concrete. �nalysis was pe�•foi•meci fo�� both 3,000
pou��ds pe�• square i�ich (psi} and 4,000-psi cai��pi•essive stre��gtl� concrete. A 20-year life was
used for tlle analysis. Total paven�ent iiCe was based ai1 a six-day weelc Analysis was
pe�•foi�n�ed ii� accordance wzth pt�ocedui•es deveioped by ti�e Anle3�ican l�ssocia�ia�� of State
Higl�way and Transpo�•tation Officials (AA�HTO).
P�-oject No. 23439 - 26 - Feb�•uai-y 9, 2021
r�E�a EnGin���inr�
L}oc�5ign En�elope ID: 6797C5G8-5FHE-4C76-�322F-08435D63UAt1
��En Ef'1�[1-7EEAIf'lG
c�auP
Tlze upper s�u�face soils col�sist o�I' CH c1�ys. Whei1 tl�ese soils are n�oist., tl�ey aE•e relatively
soft. Fo�' purE�oses of pave�lzent analysis, the subgi•ade was assumed td be recompacted i�1
accordance with tlle density and inoistul�e recommendations in tiie Eai-tliwoi�k sectio�i a�ld in a
moist cozldition. An effective moduius of subgrade reactior�, lc, of 100 pci was used foz� fhe
analysis.
The ei�fective k value of the sL�bec•acie can be increased to 200 pci by stab�lization of tlie t�pper G
ii�ciles with a �1�ininlurn of six percent hyci�-ated lilne. Li�ne should be placed a��d co�l�pacted i�i
aceo�-da��ce witii Ite�n 260 of tlie cur��ent editioi� of TxDOT "Sta�ldard Specifications for
Construction af Higl�ways, Street and Bric�ges." The lirr�e-stai�ilized st�f�g1•ade should be
coi�1}�acted ta a rnininlum of 9S pe�-cent Modi�'ied P�•ocior, nSTM D1557, at or �E�ove optiinuf��►
moisturc.
Generaliy, it is nlore cosl-efFective ta ii�crease tl�e pavement thickuess thaiT !o liine-stabilize tl�e
subgracie. Howeve�•, stabilizatio�� does p�•ovzde an all-weather worlc�ilg platfoi-in fo�� the
contractor, and this may be beneficiai froin a coust�-t�etioi� perspective, es�ecially if
consti-�iction will accu�� during the wet�er part of tl�e year. Stahilizatio�� is alsa recoi�liz�ei�ded if
t11c t�•affic speed exceeds 30 iniles }�er hou�� (ll�ph).
Considering the abo�ve discussioz�, ai�alysis was made foi- both unliinitecf repetitiozis of ca�s and
ligl�t tr�c�cs and �or inultiple repetikions af loaded tr-actor trai�ers. flnalysis indicates a
pavement thicicness of 4.5 inches of 3,000-psi concrete will be ac�equate fot� car and lig�t trucic
ti-af�c. A minimt�i� five-inch seclion ovez- a scarified and recor��pacted subgrade is
recotnn�ended.
Pi•oject No. 23439 - 27 � Febf-�aiy 9, 2021
DacuSign �nvelope ID: B797C5C8-5FSE-4C76-922F-OB435D63UAE1
F�E�� E1"IGIfI�EAII"�IG
�aQu�
Paveme�its s�il�ject to inultiple repetitiot�s of tractor-trailer traffc were analyzed using both
3,000- and 4,000-psi canerete. Trailers were assunied to be loaded �o t��e maxin�un� allawal�le
weigllt, 80 lcips, consisting af two sets of tandein axles loaded to 32 lcips and one 1 b-]cip axle.
Recom�neuded sectiorls fort• va�•ious zates af trlicic traffic, based an nu�nber of a-epetitions pe�•
day foi• a 6-day wee]<, ai•e ��rovided in t�ie follo•wing tables cansidcritlg a s�ibgi-ade lc value of
100 pci ancf 200 pci. The sections are �ased orti 20-year se��vice life.
The values �resented in Tables 2 tlu•oug11 S below t•e��i•esent tl�e n�ii�imun� thiclu�ess oP the
p�ve�-nent sectio�l tliat sllould be consti-ucted f�r tl�e coi7•espa�lding traffic valunae. Allowance
foi� variatio�is thak can occui• du��ing construcfion sl�ould Ue incarporated in the plan.
TABLE 2. (K=100 PCIj
NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS
3,000-PSI COMPRESSIVE STRENGTH
Par►emenf Thickness No, ofi Repetitions
�inches) (per day)
6{minimum recommended for fire lanes) 12
7 30
g 65
g 140
�0 280
Project No. 23439 - 28 - Febrt•uaiy 9, 2021
QocuSign Envelope ID; 8797C5C8-5FBE-4G76-y22F-OB435D63(lA�'i
A��n En�in��wain�
GFI�L.JP
TABLE 3. (K�1 UO PCl)
NUMBER OF TRUCK REPETITIONS VS. PAVEIIIIENT THICKNESS
4,000-PSI COMPRESSIVE STRENGTH
Pavement Thickness No. of Repetitions
(inches) {per day)
6 18
7 �!5
g 105
g 220
10 440
TABLE 4. (K�200 PCI, LIME-STABILIZED SUBGRADE)
NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS
3,OOO�PS1 C�MPRESSIVE �TRENGTH
Pa�eme�t Thickness No. of Repetitions
(inches) (per day)
6{miniinum recommended for fire lanes) �$
7 42
g 90
g 185
10 350
Pr•oject No. 23439 - 29 - February 9, 2021
DocuSign Envelape ID: B7S7G5C8-5FBE-4C76-922F-aB435D63(1AE1
r�E�n �n�in�Er-ain�
�a�u�
TABLE 5. (K=200 PCI, LIME-STABILlZED SUBGRA�E)
NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS
4,000-PSI COMPRESSIVE STRENGTH
Pavement Thickness Na. of Repefiitions
{in�hes) (per day)
� 28
� 65
g 94D
g 28D
10 550
Tlie values are based an Tei-minal Sei•viceability Index (p�} of 2,0, Overall Sta�idard Deviation
(Sa) of 0.35, Reliability (R) of 90 ��ercent, Load Transfey- CoefficienE (J) of 3.2, and Drainage
Caefficient {Ca) of I .0.
Analys�s o�P Ta[�lcs 2 at�d 3 ir�dicates an app�•oxiinate SO to 57 percet�t inci•ease in the number of
tt2icl� repetitions can bc obtained by increasing t1�e concrete sti�engti7 fi•om 3,OOQ psi to 4,000
psi. An iilcrease of a�proxii��ateiy 100 to 15d percent is a�ealized by increasing ti�e thicicness of
the pavement by l ii�ch,
Anal�sis of tfie allovvable i•epetitions was also perfor�ned cansicfering a stabilized subgrade
(Tables 4 and 5}. For aizy given paveme��t thicln�ess and st�•engtll of ca�lcz•ete, an increase in tlle
nu�nber of ��epet�tioi�s ec�ual to 25 to 5� percent of t11e noji-st�.bifized repetitions is realizeci,
P�-oject No. 23�39 - 30 - Fef�i2�a�y 9, 2021
DocuS'�gn �nvelope 1�: B797C5C:8-SFBE-4G76-922F-OB435�fi30AE1
REEr] Ef-lGll"IEERIf"IG
G R QLJ �
Coc�sidecing t�3c relative costs associated �vitl� stabilizing tl�e subgrade, a grcatei• inca�ease iii
��epetitiotis (i.e,, paveme�it life) is realized by iilcrcasin� the paveil�ent thicicness or strengti�
versus stabilization of tlle subgrade.
Pavc�l�ents should be lightly ��einforced if slii•ii�icage c��acic cantrol i� desired. Rcinforcing fa�- 5-
and b-iiich paveinents should consist of tlie equi�alent of #3 bars (inet�•ic #10) at 24 inches on-
center, and ] S ii�ciles o��-cei�tcr for pavez�ents of 7-i�1ch tiiicicness or gr•eatei•.
Paveinent sections shauld be saw-cut at an a�pt•oximate spacing iu feei oF 2.5 to 3 tiines the
pavera�ent tl�icic��ess expressed in iucl�es, �iot to exceed a��laxitilLu�� spacing of 20 feet. (For
exan�ple, a 5-inch paveme��t should be saw-cui in a}�proxinzate 12.5- to 15-fooi squares.) The
actual joint patte�7i sllould be carefiilly designed to avoid iri-egular shaJ�es. Loaci transter
deviccs at h•ansve��se joints sliould be provided as necessa�y. Recoix�cne�ided jointing
technic�ues az•e discussec[ in defail in "Guide for DesigG� a�ld Coi�sk.ruction of Caiicrete Parlcing
Lots," publisl�ed by the Ame�-ican Concrete Tnstihite4.
At tlie t��cic courts of tlie buildii�g where t[le pavement abt�ts tl�e building, it is recoml��er►ded
cltak the [ast six ii�clles of pavement be swept up three to fo�ir inclles to decz�ease the cllances of
water pondiug �djacent to tlie huildijlg.
�"Guide for Design aud Construetian of Concrete Paj�king Lots" { 1987). An�ei•ican Concrete Instihite, Publication
MSP 3�, Sil�rer Spring, MD.
Projec�No. 23439 - 31 - Febz-ua�-y 9, 2021
UocuSign �nvelope ID; B797C5C8-5FSE-4C76-92`LF-U8435D63�AE1
r�E�� Ef1�If1��Falf'7G
C q o u R
Tl�e above sectioyls ar•e based o�� il�e stated analysis and #raf�c canditions. Tlle �avet�lent
desig�ier, typically the civil e�lgineer, sl�oulcl i•eview the antic�pated trafCe witli the buildi�lg
owne�� oi• e�id user. If tl�e anticipated traffic will va�y fror�� tl�e stated values above, this office
can �rovide altc�-nati�e sections upon request. Addi�ional thicicness or sub�rade ska(�ilizatian
n�ay be �•equired to n�eet the City of Fort Wo�-Ch development code.
Paveitient Joints
Detailing af the pave�nent is beyo��d the proposed scope of geotechnical setviees. Howeve�-,
tl�e fallowing disc�is�io�i is offered t� assist t12e pavement desiguer and reduce sonie of tlle
typical ainbiguity associated witEi joint det�.iling.
Thei�e are faur• coi�lnlan ty�es o£ ��ave�nent joints: co��traction oi• saw joi�lts, isolatiot� joinis,
constnictiatl �oi�lts, and ex�ansion joi��ls, Eacl� of tl7ese are def ined anc{ discussed in the
followi«g �a�•agt•api�s.
ContE�action Joints --- Contraction or saw joiiits are i��stalled in conci•ete to reduce ti�e pote��tial
for ra��dom shrir�i�age cracics associateci witl� d�ying af tlie }�lastic concrete. Concrete sl�rif�lcs
(contracts} at an app��oximate t•ate �va1•ying fi-om 0.0002 incl�linch to .0008 inch/inch, de�endent
upan the specific water fo cefneni ratio. TJ�e highe�• sl�i•inlcage is for a higher water to cement
ratio. Using an avet'age coeFficient of 0.00047 inchlii�ch results i�� �.56 i�lches of shrinkage pe�-
100 feet of pavement.
Praject No. 23439 - 32 - Febn�aay 9, 2021
❑ocu5ign Envelope ID: B797L'SCt3-5F6E-4C76-922F-OB4351�630AE9
FaEE� EI-1GIi�l� � WF!—FG
GROLJF=�
T�ie �eneral "rt�le of tht�nib" is to space coi�t�•ac�iot� joi��is ti�3-ee tiilles tlle co�icr•ete thic�cness,
w�iere �11c tk3ickiless is expressed in inclles aiici the spacing is ex���•essed in feet, up to a
n�aximum spacing af 20 feet. For example, a b-inch t��icic ��ave��lei�t should have contraction
i joints spaced at approxif�lately 1$ feet o�i-centeE•.
The joint is cominor�ly constructed t�y sawing a groove to a depth of a��proxin�ately l/3 tlie
tllicicl�ess of the slab. The purpose of tl�is g��oovc is to create a weal<ened plane, tl�us iilducing a
slu•i�7lcage cracl< ta Foin1. The wea�cened playle must be constructed wliile tlle cancrete rei�z�ai�zs
Y•efati�ely plastic, generaEly witi�in tf�e first four to six I�ou�•s af placemel�t, o�' else sllrinkage
ci•acl�s wili ]lave ah�eady farmed.
A limited an�ount of �nild steel is genez-ally used to reduce foi•rnation of i�aildon� co�7tc•actioa�
jaints. The typical amouilt of steel is #3 rein�arcing bars (mett•ic #�0) al ap�}roximately 24
incl�es on-centez� for 5- art3d 6-ix�cli paveme��t. The spacir�g is typic�lly E�educed to I 8 inc}�es on-
center fo�� �a�einents of 7-ii�cii thicla�css or grea�er.
Lacal p��actice is to extei�d the reinforcing u�1t��teeru�ted throL�gh fhe sau� joii�t. This praciice
can rest�•ict far�nation of t17e joint, leading to an inc��ease ii1 tl�e potential for s11ri��lcage ct�acics
occuering autside the foemed joint. T��is practfce is however, be�leficial fi-oir� an expazisive soii
pers�ective in that it reduces t9�e patential fo�• opening of un-reinfo�-ced joints associated witl�
1leave of the subgrade.
Isolatian Joir�ts — Isolation joiilts are piaced in concrete �a separate va�•iaus elements. For
exar�lple, an isolation joint is geneially used whei•e coi�c3�ete pavei�lent abuls ti�e building
faundation. Tl�ere is generaily i10 st�uctu��al cannection bciweeri the two constructed elements.
P�-oject: No. 23439 - 33 - Feb�-ua�y 9, 2021
DocuSign tnvelope I�: B797C5C8-5FBE-9C7fi-922F-08435D630AE1
ra�En �n��nE�r��[-i�
G ia 0 U F�
� CoY�stri�ction Jaiuts — Consti-�iction joints are �•equt�-ed by thc contracto�- to delineate �az•ious
�lacez��e��t aperatio�Is. A�i exa�n��le of a typical canstiuction joiiit is tk�e bulldleaci at the end of
a poiir, or thc l�ulkhead used lo deli�lea[e individual pour steips.
Transfer of stt-ess tlu�ougll a typical conh•actian (saw) jaint is a r'esult of ii�ter�ockii►g of tl�e
coiicr•ete aggregate in Ehe nan-sawed port•tio�1 of the joint a��d the steel tra�ersi�ig ti�e joint.
Because tlie const�•uction joirlt is fo�•med, tl�ere is i�o interlocl�ing of t�Te cojicrete ag�regate.
For tliis reason, it is z-econ�n�ended tl�at �s a minin�unl, the quantiry of cont�•action steel be
doubled thraug[i a consfi-uction joint. For exalnple, if t��e cantraction steel is equal to #3 baf•s at
1$ iriclles on-cezite��, it is reco�l�n�ended tIiat additional #3 ba��s be added, s�aced 9 it2ches fi•om
the co�itractio�� steel. TI�e added hars should be a niinimum of theee fect in lengtl� centet•ed at
the formed jaint.
Altetnatively, smooih dawels can he �ised to incE•ease tlie a�l�ouni of reinforciclg tl�rougll ��ie
constt•uc�ion �oint. The amount of dowel stcel varies and slioi�ld be detailed by tl�e pavenzez�t
designei•.
Expansio�� J4ints — Expansio�l joints ai•e t�sed in concj•ete to allow far tllermal expansion
aiid/or contraction. The the��nial coefficie��t of co11c�•ete var•ies dependent upon the coarse
aggregate fi•o�T1 a}�proxinaate[y G.6 x 10-6/°F for qua�•lz to 3.8 x 10-61°F For limeslone. The
majority of coa��se agg��e�ate used iu concrete within t��e North Texas reg�on consists af
limes�o��e, therefore the lawer value of the thermal coefficient is considei�ed to be applicable.
Use of 3.8 x 10-61°F results in an esti:-nated 0.46 ��1cl�es of expansio�l or coniraction per 100 feet
of concrete pea� 100°F cilange in tl�e concrete tempe��ature. Based on the ca[culation presented
Pro�ec� No. 23439 - 34 - Februaiy 9, 2021
pocuSign Envelope ID: 8797C5C8-5Fk3�-4C76-922F-U8435D63UAE1
IaE�L] EI"lG[i-lE ERI[-IG
�w�u�
for t11e ave�•a�e plasiic slirinlcage, tl�e }�otential for tlleri�-�ai ex�atision (0.46 i�lches per 100 fect
of concrete pe�� ] 00°F) is lcss than the avera�e anticipated �lastic shrit�lcage {fl.5b incl�es �ei�
100 feet of concrete).
In conclusion, the �bove analysis indicates that far lhe average consti-��ctio�l project and where
limestone is used for tiie coarse aggre�ate, tl�e ileed for cxpansion joi�ts is limited.
Coa�strt�ction Observatioa� and Tes�ing F�•eque��cy
it is recoma��e��ded tlle following iteiz�s (as a miilimuin) be obse��ed �nd tested by a
representative af tllis off�ce dtuing co��structian.
Observatian:
• Fill place�nent and conlpactioE�.
• Pier construction a37d concrete place�neilt.
Testin :
• Fa�•tl��vorlc
• One test pea� 5,000 squa�•e feet per lift within fills below the bui[di�ig.
• One test per 10,000 sc�uare feet �er lift witliin fills in the pavii�g area.
• Qne test pei• � SO linear feet pe�' lift in utility a��d grade Uc1m backfill.
• One iest per 100 linear feet per lift in retaini�ig wali backfill.
The purpose of tt�e recomme��de�i obsei�vation and iesting �s to confii7n the pa�oper foutidation
beari��g strahin� a��d the earEllwai�lc atld bui{ding pad co��struction pracedurEs.
Project No. 23439 - 35 - Febi�zaiy 9, 2021
L7acuSign Envelope ID: 8797L'5C8-5FBE-4C76-922F-OB435D63UA�1
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bocuSign Envelope ID: B797C5C8-5FBE-4C76-922F-OB435D630A�1
RE�p ENGINEERING
GROIiP
OfFicelWarehnuse
Project Number: 23439
Village Creek Road and Martin Street
t]ate Compfeted : 4l161202� Fpit NJpl�h, Texas
Lacation: See Plate 1
1an ar enetration esls
� � Bbws per Foot - �
���t� n o o a 1L1 20 30 AO 50 60 ��BV.
ff�� �� a� J DESCRIPTIO�1 OF STRA�A pockel Penetromeler Readings {ff)
� �- �- (� Tons Per Sq. Ft. - �
+ 4. ++
�. CLAYEY SA�lC), yellowish-brown & reddish-yellow, Fin� (SC)
� �later Isvel on �111712D20 �
� `. C�AYEY SAND, redttish-yellow & yellowish-red, fine (5C} — fi3�
SI�.TY GLAY, gray, lighf brown & brownish-ye[low, hard, wlsome 62�
wealhered limestone seams -
(severely weathered calcareous sha[e) (GL)
10
�5
2� LIMESToNE, gray, very hard, wlshafe searrts _ 615.5
: 1:OO:BIows =:1-'312inche's :
25
Total �epth = 25 feet
Dry after 5 minutes. Dry & lalocked @ 23' @ end of day. Water
@ 2' & blocked @ 5` on 4I1712020.
30
BORING LOG B-0'I PLAT� 2
G��7ECHNICAL CONSULTANTS
DocuSign Envefope 1p: B797C5C8-5�BE-4G76-922F-OB435D530A�1
REED ENGIN��RING
GROUP
OfficelWarehause
Project Number : 23439
Vi[lage Creek Road and Mar�in Street
Date Completed : 4I1712020 Fort Worth, Texas
Location: See Plaie 1
ian a enetre[�on ests
� o F3lowsperFoot-�
Depth �- �� � �o zo so ao so eo Elev.
(ft) � n"s ��-°� DESCRIPTION DF STRA7A pncketPenelromelerReadings {fl)
� s- Ur Tons Per Sq. Ft - i�
+ 4. ++
SANDY CLAY, dark reddish-brawn, very stiff, wltrace of ironston
fragments (CL) _ -
� SANDY CLAY, redd'ss�-brown, �ery stiff (GL} ��"���
CLAY, yellowish-6rown, hard, wlcalcaraaus deposits & fragrr€ents � � 605
(CL} -
CLAY, brown to yellowish-brown, hard, slightly fissile (CL) �02
10
LIMESTON�, tan, hard, w�athered : 1fl0 Blaws'- 112=inch �� 598
�IM�STQNE, gray, very hard 597
15
: t00 Blows:= �12:ineh : :
20 Total Depth = 18 feat
Dry after 5 minutes. pry & hlocked @ 17' @ end of day. qry &
blacked @ '[ 7` on 411 712 0 2 0.
25
30
BOR�NG LOG &02 P�ATE 3
GEOTECHNICAL CONSULTANTS
DacuSign Envelope ID: 8797t;5C8-5FBE-4C76-922F-08435D630AE9
R�E� ENGINE�RING
GROtJP
Off celWareha�ase
Project Number: 23439
Village Creek Road and Martin Street
Date Complated : 4/17/2020 �p� WO�h, T�X�S
Locatian: See Plate 1
lan ar enelraiion ests
� ti Bbvls per Faot - �
Dapth a�� a io 2a so ao 5o so Elev.
���� m � a� J DESCF2IPTION OF S7F2ATA PocketPenetrometerReadings (f{�
� �- �-- �r` Tons PerSq. Ft. -3�
+ e{. a+
SANDY C�.AY, dark reddish-brown to reddish-i�rown, very stiff,
wltrace of ironstone gravel (CL) -
SANUY CLAY, reddish-yellow & gray, ve�y stiff to hard, +nrftrace o ��2
� gravel (CL)
CLAY, yellow€sh-brown ta light gray & o{ive-gray, hard, blocky 607
�� (severely weat�ered shaly limestane) (CL) _
'i 5 — —
2� L[M�STQNE, gray, very hard : 100 Blaws:= 1I2:inch :: 596
: 900 Blaws:= if2:ineh : :
25
Total Depth = 25 feet
pry after 5 minutes. qry & b[ocked @ 24' @ end of day. Dry &
blocked @ 24' on 411 712 0 20.
30
BORING LOG B-Q3 PLATE 4
CEOTECH1VIC/•1l. CONSULTANTS
QocuSign Enve{ope ID: B797C5C8-5FBE-4C76-y22F-OB435D63QAE1
Project Number: 23439
Date Completed : 411612Q20
� U
Depth Q- � � o.
4��) m � � `�
u1 ` ` �7
�
0
15
E, gray & tan, hard to very hard, weathered
gray, very hard
�k7
30
OfficelWarehouse
Village Creek Road and Martin Street
Fort Worth, Texas
DESCRIPTION OF STRATA
calcareous cancretions�(CL)
SILTY CLAY, brownish-yeilo�
wlcalcareous concretions & li
S1E.7Y GLAY, �rown
(severely w�afhered
very sutt,
6rown, very Sliff to
particles (GL)
hard, wllimestone seams
: shale) (CL)
-wl12" weathered limesinne [ayer @ 14`
Tatal �epth w 26 feet
Dry a(ter 5 rriinutes. Ary & hlocked @ 24-112' @ end of day.
& blocked @ 21-1I2' an 4�1712fl20.
Locafion: See Plate 1
tan� ar enelrahon es15
Blows per Fool - �
2o sa ao so so �lev.
PocketF'enetromelerReadings �f[�
7ons PerSq. FF. -3�
: � OD �lows: � 112: ineh : :
: 1�II Blows'w 112-inch : :
: 1p0 �31aws;= 712:inc� : ;
6t1
6�6
600
596
593
BORING LOG B-�4 PLATE 5
GEOTEGNNICA� CONSULTANTS
L�ocuSign Envelope IL7: B797C5G8-5FB�-4C76-922h-f3B435D63�AE�
REED EPIGINEERING
C�tO[JP
C�ficelWarehouse
Project Num6er : 23439
Village Creek Roati and Mariin Street
Date Completed : 4I161202� FO� WOCi�1, 7exas
Location: 5ee P1ate '[
ta ar enetral�on esls
� v Blows per Fool - �
❑�pf� a�� a �o zo so 40 50 so Eiev.
(ft� m n"i �`� --�� C)�5CRIPTIOfd OF STRATA PockelPeneSromete�Readings {ft�
� "-- � {� Tons Per Sq. FE. -:�
+ 4. ++
'. GLAYEY SAND, dark brown to brawn, fine (SC)
� S11.7Y CLP,Y, brown, very stilf, w/some sand (CH} 6��
SANDY CLAY, reddisE�-yellow& yellowish-brown, very stiff, �99•�
wlsome ironstanes (CL - CH)
5 SILTY CLAY, brown, brownish-yellaw & reddish-yellow, very stiff, 59$
wlsome sand & trace of sandstane fragments & ironstones (Cl.) _
SILTY CLAY, light brown & brov�mish-ye[low, hard, wlsome ��•5
weathered limestone seams
�� (se�ere[y weathered calcareous shale) (CL - CH}
€.IMESTON�, brownish-yellow, hard, wlweathered shale seams, �90
� weatherec4 c ; : : : : ;
: '(O(}: BIQws =:1 U'tc[t :
15 ' —
LIM�STONE, light gray, vety hard, wlcalcareous shale seams ��7
: 1�10 Blows:= 112:inch = :
2Q —
Total Depih = 2Q feet
Clry after 5 minutes. Qry & b[ocked @ 1S' @ end of day. Dry &
b[ociced �a �7` on 411 712 0 20.
25
30
BORING LOG 8-05 PLATE 6
GEOT�CHNIC,AI., CO1VSi1LTANTS
poc€Isigtl Envelope IL�: B797C5C8-5FBE-4C76-922F-aB435D630AE1
12EEil ENGINEERifVG
GROUp
Off celWarehouse
Project Number : 23439
ViClage Creek Road and Martin Streei
Daie Compieted : 12I29�2020 Fart Wor�h, Texas
Locafiion: See Plate 1
!an a� enetral�on esis
� � Blows per Faol - �
De th Q- �� Q io zo 3o aa 5a so Elev.
�� � � ��rs � J D�SCRlP710N OF STRATA Pockel PeneSmmeter Readings (ft�
Uj ��y TonsPerSq.Ft.-3�
+ 4. ++
SANDY CLAY, reddish-yellow & light brown, hard (CL)
-wllight gray helow 3' fi27
5 —
SANDSTONE, dark red & yellowish-red, hard to very hard, wliron .�: : ��� •�
r stains, weathered
10
�
SILTY CLAY, hrawnish-yel[ow & gray, hard, wliron-stained seam 6�g
(severelyweathered calcareous shaie} (CH) _
15 —
S1�.TY CLAY, light brown, hard, wlir'an stains 6� �
20 (severely weathered calcareous shale) (CF!)
LIMESTONE, tan & gray, hard to very hard, argillaceous, 6��
� weathered -
�IM�STONE, gray, very hard 607
25 —
: 100 Blaws:= 112=inch : :
30 Tota[ D�pfh = 28 feef
Clry after 5 minutes. Dry & blacked @ 26-112` @ end of day. Dry
& blacked @ 1fi-1l2' on 1 212 9120 2 0.
BORiNG LOG &06 PI�ATE 7
CEOTECi-INICAL CONSU�TAN7S
DocuSign �nvelope ID: B797C5G8-bFBE-4C76-922F-OB4:i5C]63DAE1
REED ENGINEERING
CROUP
OfficelWarehouse
Praject Number: 23439
Vil[age Creek Road and Martin Street
Date Completed : 1z1z21202o Fort Worth, Texas
l.pcation: See Plate �
tan ar eneYrahon esls
� � Blpws per Poo! - �
� p. o o.� 10 20 30 40 50 60 ��eV.
p(ft) h � a{'i ��� ��SCRIPT[OI�[ OF STRATA Pocket PenetrometerF2eadings (ft)
uj t- � Tons Per Sq. FI. -:�
+ A. ++
:. SAND, brown & reddish-ye[low, fine (SP)
.� SANDY CLAY, reddish-yeilow & brown, hard, wliron siains (CL) _ 626•5
� -wlgray below 5` 623
SILTY CLAY, brown & g€ay, hard, wliron-stainad seams _ ��g�'
(severe[y weaihered calcareaus shale) (CH)
10 —
�� -wltrace of calcareous depos€ts @ 15' B13
20 -wlgYpsum seam @ 20' — 608.2
L.1M�STONE, gray, very hard 608
: '�00 Blows =:1 inch :
25
Total Depth = 25 feei
Dry aftar 7 minutes. ❑ry & bfocked @ 23' @ end of day. Ory &
blocked @ 23' on 1 212 312 420.
3�
BORING LOG &07 �'�A�E $
GEOTEC!-iNICAI.. C�NSULTANTS
DocuSign �nve[ope [C7: E3797C5C8-5F8E-4G76-922F-(1B435Dfi30AE1
REED ENGINE�RINC
GROUP
OfficelWarehouse
Project Number: 23439
Viflage Creek Raad and Mar�in Street
Date Completed : 121221202d �OI"� iNO�h, Texas
Location: See Plate 1
Fan a eneYral�on esls
v Blows per FooY - �
� ia 20 30 40 5� 64 Elev.
p ca� a a :c
D(ft��h � v c' ��o (]�SCRIPTION OF $�if�Al-A pocket PenetromeierReadings (ft)
� �- �� Tans Per Sq. Ft. - 3�
+ q, ++
SAN�Y CLAY, reddish-yellow & brown, hard (CL)
-wltrac� of gray below 1.5' _ 620.5
-wlsandstona lens @ 4' 618
5 S1LTY CLAY, brownish-yellow & brown, hard, wlcalcareous 617
deposifs & iron stains & trace of hard seams _ -
(severely weathered calcareous shale) (CH)
10
S1LTY CLAY, brown & gray, hard, wliran stains & trace af silt &��
� 5 seams —
(severely weathered ealcareous sha[e) (CH}
L1M�S70NE, tan, hard to vary herd, wlsome shale seams, 606
� weathered
� 1�00-BIow� ==�-912:inches =
24
LIMESTONE, gray, very hard ���
25
� 1 aQ Blpws � 1 inch :
Total Qepth = 27 feet
g0 �ry after 4 minutes. [�ry & blacked @ 25-112' @ end of day. Dry
& bincked @ 24-'[12' on 1 212 912 0 2 0.
�ORING LOG &08 PLATE 9
��o-r�c�n�ic,�. cor�su�ra�riTs
pocuSign Envelope [�: 8797C5CS-5FBE-4G76-92'LF-�BA35D630AE1
REE.R �NCIIVEERI1�tG
GI20UP
OfficelWarehause
Projeci Number : 23439
Village Creek Road and Markin Street
Date Compieted : 12/23/2020 FOrt WOCth, Texas
Locatian: See Plate 1
tan ar enetrapon ests
Qy U
Blaws per Faol - �
ne th a� a-� �o zo sa ao so so El�v.
p � o-o � J DESCREPYION OF STRATA Por.kel Penetromeler RearSings {ft)
�ft� � N � � 7ans PerSq. Ft. -�
+ 4. ++
SILTY CLAY, dark brown, hard, wlsome celcareous deposits &
irace af ironstones, iron stains & sand (CL) _ -
SlLTY CLAY, light brown, hard, wlsome sand & calcareous 614
deposifs (C�.) -
5
L[MESTON�, fan, hard io very hard, argiliacea�s, weathered 610.5
I
SILTY CLAY, brown & gray, hard, wliron-stained seams & trace 609
of ca[careous deposits
(severe{y weathered calcareaus shafe} (CH)
1Q
LIMESTOf��, tan, hard to very hard, weath�red ���
I
: 100 Slo.ws: = 112: ineh : :
15 —
L1ME5TC3N�, gray, very hard 6��
2Q
: 10a Slows =:1 €nch :
Tntaf Depth � 22 fest
25 qry after 4 minuies. qry @ end of day. Dry & blacked @ 19-1I2'
on 12l291202(l.
30
BORING LOG &09 PLA7'� 10
GEOTECHl�ICAL CONSUL.T/�NTS
aocuSig� Envelope IR: B797C5C8-5FE�E-4C76-922F-OB435Q630AE1
R��b �NCINEERING
GFZqUP
Off celWarehouse
Project IVumber: 23�439
Vi[lage Creek Raad anct Martin Street
t7ate Gompleted : 12J29I2020 �01"k WOt'th, TeXas
Locaiion: See Plate 1
tan ar ensttaiwn es€s
� U Blaws per Foo[ - �
De th �- ��� �0 2o so aa �o so �lev.
� � c� -o c''� DESCRIPTION OF S7RATA
�ft; � � �..6 Pocket Penelrome[er Readings �f[�
� �- � Tons AerSq. FL -3�
+ 4, ++
SANI�Y CLAY, brown & reddish-yellow, hard, wlsandstone lens
� (Cf.)
-wlironstones below 2' - 624
SlLTY CLAY, brownish-yellow & gray, hard, wliron stains & 623
cafcareous depos'sts _
(severely weathered shais} (CH)
5 —
S1�TY CLAY, light brown & gray, hard, wliron stains & trace of ��9
fossils
(severely weathered ca[careous s�ale) (CN)
'€ 0 —
15
20 L[MESTO�JE, gray & tan, hard ta �ery hard, argil3aceous, 606
weathered
LiM�570NE, gray, very hard 6�'
25 � = : : : : �
: �aa BioWs =: � ���� :
Total Depth = 26 feet
Dry after 5 minutas. Dry & blocked @ 23-1I2' @ end of day. �ry
& blocked @ 23-112' on 1 212 912 02 0.
30
BORING I.OG &10 PLA7� � 1
GE07ECHNICAL CO�lSEJ1.TAN7S
DocuSign Envelope [Ci: B797C5G8-6FBE-4C76-922F-0B435D630AE9
REED ENGINE�RING
GROUP
OfficelWarehouse
Project Number: 23439
Village Creek Road and Martin Street
Date Completed : 12115�2020 �'p�-fi Wpt�{h, Texas
Location: See Plate 1
tan a eneYral�on ests
� v Blows per Faa1 - �
p a o a� 10 20 30 AO 50 60 E12V.
�(ft�fh @ m�° �� �ESCRIPTIO�i 0� STRATA pocketPenetrometarF2eadings (ft)
Vy �- �- �r` Tons Per Sg �t. - �
+ A. ++
SANRY CLAY, brown, �ery stiff (Ci.)
SANDY CLAY, reddish-yellow & brown, hard, wliron stains (CL) _ _ 621.5
S]LTY CLAY, browrtish-ye6law & gray, hard, wlcalcareous 620
deposits & iron stains (CH}
5 SIL.7Y CLAY, brownish-yellow & gray, hard, wliron stains & hard �'�$•�
seams (CH)
.�Q SILTY CLAY, light brown, hard, wliron sfains 613.5
{severely weathered ca{careous shale) (CH)
�' -wllin'sestone seams below 95` �n�
LIMESTONE, gray, very hard :�EOa Blows =:'[ tnch ; 606
20
: 100 Bfo.ws:= 112:inch : :
Tofai �epth = 22 #eet
2g Dry after b minutes. Dry & bfocked @ 20' @ end of day. Qry &
blacked @ 18` on 1 211 61202 0.
30
BORING LOG &11 PLATE 12
CEOTECNN1CAi.. CqNSULTANTS
�ocuSign �nvelope [o: B797C5C8-5F8E-4C7fi-92'LF-4B�435�630AE1
R�E�D ENGINEERING
GROUP
OfficeNVarehouse
Projecf Number : 23439
Viltage Creek Road and Martin Stre�t
Date Completed : 92I1512020 �prt WUrth, Texas
Location: See Plate 1
tan ar PenetraUon esls
ay U 8lowsperFoo!-48
p Q- ��� 1D 20 30 AO 50 60 �10V.
De th � �� Q pE5C�21PTfON OF� S7RATA
���} � � N� PockeiPenelrometerReadings �{t}
� �� Tans Per Sq. Fl - 31E
+ q, ++
�. SAND, dark brown, wltrace of silty clay, fine (SP)
� SANDY CLAY, reddish-yellow & 6rawn, hard, wliron siains (CL) 698,5
' SILTY CLAY, reddish-yellow & brownish-yeilow, hard, wltrace of 6�5
ironstones (GN)
S1LTY CLAY, brownish-yellow& gray, hard, wliron-stained seam 6��
10 & some si[t seams —
(severe[y weathered cafcareous shale} (CH)
SILTY CLAY, brownish-yellow (CH - CL) &09
�� CALCAR��US C�AY, light brown, hard, w!I€mestone seams 60�•�
{severely weathered limestone) (CL}
LIfNESTONE, gray, very hard : 100 glaws:='Il2:inch :: 603
20 —
: 100 Bla.ws: = 11Z inch : :
Totaf �epth = 22 feet
�� Dry after 5 minutes. Dry & blocked @ 19-112' @ end of day. Dry
& blacked @ 19' on �219612020.
30
B�RING LOG &12 PLATE 13
G��7�CHNIGAE.. CONSULT�WTS
DocuSign Envelope ID: B797C5G8-5FBE-4C7S-922Fa8935[]630AE1
REE� ENGINE�RiNC
GROUP
dfficelWarehous�
Projecl Number : 23439
Viltage Creek Road and Mar�in Skreet
Date Completed : 12/15/2020 F'ort Worth, Texas
Lpcation: See Plate '[
tan ar enelration ests
Q} U
Blows per Faot - �
❑epth a�° n io 2a so Ao 5o sa Elev.
���� � �-o � J QESCRIPTION 0� STRATA PocketPenetrometarReadings (ft)
� *- s� �`r Tons Per Sq. Ft. -:�
+ q. +r
SANDY GLAY, dark brown, stifi, wlsorne gra�el (CL - 8C)
o. �: - GRAVELLY SAND, red & reddish-yeElow, hard, wliron stains, fine _ i 6� 1.5
� • to coarse (SP)
.o�.�:
:o:�.
S[LTY CLAY, brown, hard, wllrace of sand & calcareous deposits 609
� (CH) —
-wlcalcareous deposits balow 5.5' 607•5
CALCAREOUS CLAY, lighf brown,hard, wllimestone seams ���
(severely weathered lirnestone) (CL) _ -
: 10� Blows -.1 inch :
10
�IMESTONE, gray, very hard _ �99�5
: 10a Slo.ws:= 112:ineh ; :
15 —
: 100 Blows =;1 [nc(� :
20
Tofa[ Depth = 19 feet
Dry after 5 minutes. Dry & blocked @ 16-112' @ end of day. f]ry
& blocked @ 1 S' on 1211612024.
25
30
BORING LOG &13 PLATE 1 �4
CEOTECNMCAL CONSULTAN'iS
DocuSign Envefape 4D; B797C5C8-5FBE-4C7fi-922F-08435D63UAE1
REEd ENGIN��RING
GROUP
OfficelWarehouse
Project Number: 23439
Viliage Creek Road and Martin Street
Qate Complsted : 1 211 512 0 2 0 �OI"t u1]prth, Texas
Location: See Plate 1
lan ar enelraUon es€s
Bbws per Foot - �
Depfh Q- �� a ia 2o so ao sa aa �lev.
(ft) � a��O -Q.� DESCRIPTION OF 87RATA Pockei Penatramele� Readings (�t�
� � Tons PerSq. �L -i�
a� 4. ++
SANDY CLAY, dark hrown (CL)
SANDY CLAY, reddish-yellow & brown, hard, wliron sfains (Cl.) 609
5
SILTY CIAY, brownish-yellow & gray, hard, wlca6careous 604.5
deposits & iron stains (CL)
CALCAREOIIS CLAY, light brown, hard, wllimestone seams 602
(severely weathered limestone) (Cl.) _
: 9:OO:SIows ==�-il2iinches :
�a
LIMESTO�fE, gray, very hard :�(Oa BIQws �:1 inc6 : �96
15
: '[QQ �lows;= ;ll2:inch : ;
20
Tatal Depth = 19 feet
Dry after 5 minutes. C]ry & blocked @ 17-112' @ end of day. �ry
& b3ocked @ 17-112' an 121t 612020.
25
34
BORING LOG �-14 PLATE 15
GEOTECHNICAL CO�iSU�TANTS
pocusign �nvelope ID: Si97C5C8-5FBE-4C76-922F-�B435o63(lA�'#
R�ED �NGINEERING
Gi201lP
Project Number: 23439 OfficelWarehouse
Village Creek Road and MarEin Street
Date Completed ; 1 212 212 0 2Q �OI"t WO�h, Texas
Location: See i'late 1
[an ar Penelralion ests
Biaws per Foo� - �
p cx o o t 1p 20 30 40 50 60 �GOV.
�(ft��� � a�i � � � ��SCRIPTION OF STRATA PockeiPeneYromelerReadings (f#)
� � � Tons Per Sq. Ft. -;iE
+ 4. ++
S1LTY CLAY, brown & brownish-yellaw, very st'tff to hard, wlsome
sand & trace of calcareous wncretions & iron stains {Fiil) (CL) _
S1L7Y CLAY, Hght brown, hard to mediurr� stiff, wliron-stained 605.5
seams
(severely weathered calcareous shale) (Cl.) _
5 —
LiMESTONE, tan, hard io very hard, wlcalcareous shale seams, .����''� 599
� weathered
� �00 BIoWs�=2 iric4�es� �
�a —
LIM�STONE, gray, �ery hard 5�5
15
: 100� B[ows =:1 inch :
Tota[ Depth = � 7 feet
20 Dry after 7 minutes. Dry & blocked @� 6-112' @ end of day. Dry
& blacked @ �6-'i12' on 1 212 312 0 2 0.
25
30
BORING LOG &15 PLAT� 16
G�OTECHN6CAL CONSUL.TAN7S
DocuSign Envelope lC]: B797C5C8-5FBE-4C76-9`L2F-QB435D630AE1
Project Number : 23435
Date Campleted : '(2123l2020
� U
Depih n � � �,
0
(f�� � L� @�
(n `� C�
SANDY CLAY, re
SANDY CI.AY, re
harc4 seams (CL)
5
1fl
95
25
30
OfficelVllarehause
Viliage Creek Road and Martin Street
Fort Worth, �'exas
DESCRlP710N OF STRATA
& light brawn, hard,
GALCAREOUS CLAY, light brown, hard, wlsar�'�e hard seams,
f�iebie
{severe{yweafherediirnestone) (CL}
-wlsandstone lens @ 9.5'
L[N€�STCIN�, tan, hard to very hard, wlsoma calcareous ciay
seams, weathered
gray, �ery hard
Total I]epth = 26 feet
Dry after �4 minutes. Dry & blacked @ 24-1I2' @ end of day. Dry
& blocked @ 29' on 92129l2020.
Location: See Plate 1
tan ar eneUation ests
elows per Foot - �
2a ao ao so so E[ev.
PockeLPeneYromelerReadings ���
Tans Pe� Sq. F1. - 3�
� 'f0a Blpw's =:1 inch :
: 1 DO Blnws = 1/2: inch ::
; iQ0 alows;= �12:ineh : :
691
607
604.5
603
593
BORING LOG &16 P�.ATE 17
G�OiECIiNICAL C�NSUL7ANT5
dacuSign Envalope [�]: B797C5C8-6�gE-4C76-922F-OB435p630AE1
REEd EIVGINE�RING
GROUP
QfficelWarehouse
Project Number : 23439
Village Creek Road and Mar�in Street
pate Campleied : 12/15/2020 Fort Warth, Texas
Location: See Plate 9
tan ar enetration es[s
� p Blows per Fnol - �
Depth fl- �� � io 2a so 4o so so �lev.
I � o a J DESCRI�TION OF STRATA Pocket Penetromeler Readings (#t�
4it� � �+- � Tons Per Sq. F[. -�
+ q. ++
SA�3ClY CLAY, red, hard (CL)
SANDY C�.AY, red & reddish-yellow, wltrace of gravel {CL) _ _ 609.5
SILTY CLAY, brawnish-y�llow, hard, wliron stains (CH) 6�7
� -wlca[careous deposits �elow 4.5' 606.5
CALCAREOIJS CLAY, light brown, hard, wllimestone seams & - 603
iron stains
(severelyweatheredlirnestone) (CL} : 1:OO:E31ows=:1-'II2:inches :
10 —
E.IMESTONE, tan & gray, hard to very hard, weathered �������� 597
: 100 Blows: = 312i inCh : :
15 � — —
�IMESTO�fE, gray, very hard �9�
20 � : : : : : : :
: �tb0 Biaws:= 112:inch : :
Totai D�pth = 21 feet
pry after 90 minutes. ary & fafocked @ 18' @ end of day. Dry &
biocked @ 16-112` on 1212912Ci20.
25
30
BORiNG LUG &17 PLAiE 18
GEOTECI-IIVIGAL CONSULTANTS
DocuSsgn Envelope ID: B797G5C8-5FBE-4C76-922Fa8935[7630AE1
Project Number: 23439
�ate Completed : 12I1512020
� U
Depth �- � � Q
��t) � � � `�
UJ ` ( 7
+�
10
15
25
3�
{CL}
OfficelWarehouse
Village Creek Road and Martin Street
For� Worth, Texas
DESCR[PTION OF STRATA
�.:.:o
-wltrace of gravel belaw 3'
SI�TY CLAY, fight brown, hard, wlcalcareous clay searris &
calcareous deposits (CL}
CALCAREOUS CLAY, [ight brown, h�
iran stains
(severe[yweathered limestane) (CL}
-wlsome s91ty clay seams @ 93.5'
L[MESTONE, gray, very hard
sams &
Total Depfh = 19 fe�i
Dry after 5 minutes. Dry & hlacked @ 17-1I2' @ end of day. Dry
& bincked @ 18' on �[2116I2020.
Location: 5ee Piate 1
B1ows per Faot - �
zo 3a ao 50
Pockel Penelrome[er Readings
Tans Per Sq. F1. - i�
: �:Oa:E3lows =:1-�12:inches :
: 100 Blo.ws:= �12:inch : i
; 1Q0 �lows:= 112:ineh ; ;
EIeV.
{#t)
605
802.5
B00
594.5
594
BORiNG LOG &18 �'�-A�� � g
G��TECF{NICAL CONSEJL'TANTS
DocuSign Envelope ID: 8797C5C8-5FBE-4C76-922F-0B435R63�AE1
F2EED ENGINEERING
GROUP
QfficelWarehouse
Project Number : 23439
Village C�eek Road and Martin Street
Date Compieted : 12115I2020 �prt WOi"�h, Texas
Locaiion: See Plate 1
tan a enel�atton es[s
� � Blotvs per Foot - �
De th a- a�-� �o zo so 4o so so E[e�.
!p � o v� J DESCRI�'TION OF STFtATA Pockei PenetrameterReadings (S`t�
4�{� � � �- �y`r Tons PerSq. F3. -i�
+ 4. ++
SANRY C�AY, brown & gray, hard, wliron stains & trace of iron
nodu[es (CL)
5
SAN�Y CLAY, brownish-yellow & reddish-yeflow, hard, wliron �97
stains & irace of iron nadules & gravel {CL) _
90 -
LIMESTONE, gray, very hard ; ip0 Blows�- 1I2;inch :: �9�
15 -
-wlgraybelowl8' : �pp ��ows;='112:inch ; : 587
20
Tota[ Depfh = �[9 feet
Dry after 5 minutes. Dry & blocked @'IS' @ end of day. Dry &
b[ocked @ 18' on 121i 612020.
25
30
BORING LOG &'i9 PLATE 20
GEOTEGHf�IICAL CONSULTANTS
DocuSign Envelape I�: B7y7C5G8-5FBE-4C76-922F-08435�630A�1
�'roject Number : 23439
Date Completed : 12121l2020
p� U
Depth E � � �, p
� ft� � v L � .�
SANRY GLAY,
(CL)
�
0
�
20
25
OfficelWarehouse
Village Creek Road and Mar�in Street
Fort Worth, Texas
O�SCRIP710N OF STRATA
-wltrace of ironstones below 3'
LiM�STONE, tan, hard io
trace of silfy clay seams, �
-wlhard seam @ 13'
�IMESTO�[�, gray, very
-wlshale seam @ 18.5`
clay seams &
Total Depth = 22 feet
C�ry after 5 minu€es. Dry & biocked @ 18-1I2' @ end af day. D
& lalacked @ 19' an 1 212 912 0 2 0.
E.ocation: See Plate 1
tan a enalrehon ests
Blows per Foot - �
za ao aa 5o so Elev.
PocketPenelromeLerReadings {ft�
Tons Per Sq. FL - i�
: 9:OO:BIows =:�-112:inches :
: '(da Blow's =:1 inch :
: �EOff.819ws =�1 tnch :
600
594
590
586
584.5
BORING LOG &20 PLATE 21
GEDTECHNICA[. CONSULiANTS
I]ocuSign Envelope ID: Si97C5C8-5F8E-4C76-922F-OE�435D630AE1
REE� �l�IGINEERING
GROUP
Off celWarehause
Project Nutnber : 23439
Viltage Creek Road and Martin Street
[]ate Compleied : 12/21/2020 �pC{ WOI'fh, 1�@XaS
Lacation: See Plate �t
tan a enetration ests
� � Blaws per Foot - �
� p. a a-C 10 26 30 AO 50 &0 ��@V.
�(ft) h � a�i ��° .°� qESCRIPTION O� STRATA pocket Penelromete� Readings (ft)
� �- �r Tons Per Sq. F1. - 3IE
+ 4. ++
SANDY CLAY, brownish-red, hard (CL)
5
-wltrace of caicareous depasits @ 6' 6fl0'2
I.IMESTONE, tan, hard to �ary hard, wlcalcareous clay seams, 600
� weathered
: 10(I �Inws = 1 inch :
1Q
-wlsifty clay seams @ 12' 59`�
: 900 �ldws:= 112:inGh : :
�5
!
I.iMESTONE, gray, very hard ��9
2fl —
; 10(l B4aws: = 112: ineh : ;
Total pepth = 22 feet
25 �ry after 3 minutes. �ry & blockacf @ 18-112' @ end of day. Dry
& blocked @ 19' on 12I2912020.
30
BORING 1.OG &21 PI.ATE 22
G�O7ECHT�IICAL CONSlJL7ANTS
DocuSign Envelope ID: 6797C5C8-5FB�-4C76-922F-OB�435�63{3A�1
Project Number : 23439
Date Completed : 9212'EI2020
OfficelWarehouse
Vi9lage Creek Road ant� Martin Street
Fort Warth, Texas
at
l�epth a �
{ft) @ m
(I1 `�
stains (CL)
DESCRIPTI03�1 OF STRATA
-wllighf brawn below 4.5`
CLAYEY SAND,
� L[MESTOiVE, tan, hard to very hard, wlcalc
� weathered
10
15
L[MESTON�, gray & tan, hard to very hard,
LIM�STONE, gray, very
20
Tota[ Depth = 22 feet
fine to coarse
seams,
�ry sfter 4 minuEss. Dry & blocked @ 19-112' @ end of day. Dry
& blocked @ � 8-1I2' on 1 212 912 0 2 0.
30
Location: See Plate 1
san ar enetrat�on ests
Blows per Foot - �
2D 3o ao so 6o Elev.
pocketPeneYromelerReadings �fi�
Tons Per Sq. Ft. - i�
: �00 BIoWs:= �12;inGh : :
; 100: B[ow's =:1 fnch :
: 100 Biows; = 1I2: ineh : :
604.5
602.5
641
593
592
BOI�ING L.OG &22 PLATE 23
GEOTECHNICAI.,. CONSULTANTS
DocuSign En�elope 113: B797C5G8-5F8E-9C76-922F-oB4351]63DRE1
REED E[VGCNEERING
GROUP
OfficelWarehouse
Project iVumber ; 23439
Village Creek Road and Martin Street
Date Completed : 1 212 312 0 2 0 Fort Worth, 7exas
Locaiion: 5ee Plate 1
lan ar eneiration ests
� � Biaws per Foot - �
p c�. o o� �a zo so ao so sa Ele�.
D�ft� h � a�i v�,o D�SCR[PTION OF STRATA �ocket Peneuameter Readings (ff}
� �- �} 7ans PerSg Ft. -3�
+ 4. +�
�. SAN�, 6rown, wlsoma gravel & trace of silty clay, fine (SP}
`. Ct�AYEY SAND, yellowish-red & red, wltrace of silty c�ay, fine 6��
:���� (5C) -
-wlsandstone lens @ 3' 629
SIL.TY CLAY, brownish-yellaw & gray, ftard, wliron-stained seam 628
� & trace of ca[careous concreiions & sand {CH)
SILTY GLAY, brownish-yellow & gray, hard, wliron stains 623
� � (severely weathered calcareous shale) {CH - CL) 622
-wlsome calcareous deposits @ 10'
15
20 LIMESTON�, gray, very hard, argilfaceaus 612
: iQ0 �laws:= 1I2:inEh : :
25
Total Depth = 25 feet
Dry aiter 5 minutes. Clry & 6locked @ 23-112` @ end of day. Dry
& blacked @ 22' on 12I29�2020.
30
BORING LOG &23 PE.AT� 24
G�pi�CF{NICAL CaNSIJI�TAN7S
DocuSign Envelope ID: B797C5C8-5FSE-4G76-922F-OB435D630AE1
FtEED ENGINEERING
Gi�OIJp
OfficelWarehouse
Project �[umber : 23439
Village Creek Raad and MarYin Street
�ate Completed : 12�2312020 �p� Wp1"�h, Texas
Lacation: See Plale 1
tan a enetrafron ests
� cl Blows par Faol - 93
a o o .0
p �0 2o so �0 5a so Elev.
�(ft}� � m � � ° DESCRIPTION OF STI�A7A
,...1 Pockel Penetrometer Readings ���
(/j L`- {� Tans Per Sq. F�t. -�lE
+ 4. +a
SANDY CLAY, red & brown, very stiff (Gl.)
SANdY CLAY, reddish-yellow, hard (CL) 635
SANDY CLAY, reddish-yellow, ligh# brown & red, hard fo �ery siif 6�
� (C�.) -
5 : : : : : : : : :
: 11Vafer level � �21291�02p : ;
: �See � ge duririg drilling: :
� SANa, reddish-yellow, wlsifty clay seams (SC) �����
SANDY CLAY, light brown & reddish-yellow, sfiff, wliron-sta3ned 6�8
�p searns & hard seams {CL}
SILTY CLAY, brownish-ye[low & gray, hard, wliron-stained s�am &24
& hard seams & trace of silf seams
(severely weathered calcareous shals) (CH)
15 —
2� -wlgray seams below 19.5` 617.5
LIME5T4NE, gray, very ]tard, argillaceous s��
25 —
: 10� Blows � 1 inch :
Total Depth = 27 feet
30 Seepage encountered @ 8' during drilling. Water @ 13' after 6
minutes. Water @ 6` & hlocked @ 23' @ end of day. Water @
5-112' & hlocked @ 8-112' or� 'i212912020.
BORING LOG &24 F'LAiE 25
GEOTECF{NtCAi, CONSULiAN75
QocuSign Envelope IQ: B797C5C8-5t=8E-4C7S-922F-OB435D630AE1
�i��b �NGINE�F2ING
GROIJP
OfficelWarehouse
Project Numtser : 23439
Vi[lage Creek Road and Martin Street
Date Complefed : 121221202D FOtt WO�h, Texas
Location: 5ee Pfate 1
tan ar enetration esls
a7 t� BloUrs per �ook - �
Depth a�� ¢ to 2o so ao 5o sfl Ele�.
(ft� � v��� DESCRIP710i�4 QF STRATA Pockei Penelromeler Readings (ftj
(q � (9 Tans Per Sq. FL - �
+ 4. ++
SIL7Y CLAY, brawnish-yellow, hard, wltrace of calcareous
concrelians (CH) _
5
SiLTY ClAY, brown & brownish-yel[ow, hard, wliron-stained 626.5
seams
{severely weathered calcareous shale) {CH - CL}
1d
15
S[L�Y CLAY, gray & brown, hard, wliron stains 613
2� (severely westhered calcareous shale) (CH)
LIMESTONE, gray, very hard 6��
25
: � Oa Blow� =1 knc� :
Total Depth = 26 feet
Dry after 7 minufes. �ry & blocked @ 23-112' @ end of day,
3p Already backfilled.
BORING LOG &2S PLAT� 26
G�OTECH�3[CAL CONSUI�TANTS
f]ocuSign �rnelope ID; B797C6C8-5FB�-4C76-922F-OB435D630AE1
REED ENGINE�F�ING
GROUP
OfficeNVarehouse
Project Number: 23439
Village Creek Road and Martin Street
qate CompEeted : 12l221202Q Fort Worth, Texas
Locaiion: See Plate 1
tan ar enetration es[s
ay c� Blows per Foot -�
0 0 .�
Depth � U-o Q o p�SGRIpTION OF STRATA �p 2u 3o no so sa Elev.
�ft� � � @ J Pockel Penefromete� Readinqs �{{}
�/} `- O Tans PerSq. F1. -i�
+ 4. ++
'. SAND, brown, wltrace af grav�6, fine (SP}
� 5AN[]Y CLAY, brown & yellowish-red, hard, wltraca of ironstone _ 604.5
• (CL)
5 —
LIfv1ESTON�, tan, hard to very hard, argillaceous, weathered 5g9
/
10 —
: 1;OO:Blows =:1-�l2:inche� i
15
I
LIMESTO�[E, gray, very hard � "�''� 58S
; 14D Blows =:1 inc� :
20
Total Depth = 19 feet
Qry aiter 6 minutes. Dry & k�locked @ 18' @ end of day. Dry &
hlocked �a 17' on �2l2912020,
25
30
BORlNG LOG &2S PLATE 27
G�OTECHNICAL CONSULTANTS
DocuSign Envelape ID: B797C5C8-5�B�-4C7B-922F-OB435Q63DAE1
REE� ENGIIVEERING
GROf1P
OfficelWarehouse
Projecf Number: 23439
Viliage Creek Roaci and Martin Street
€]afe Comp[eted : 1 212 912 0 2 0 Fort Worth, Texas
Location: 5ea Plate 1
tan a enetraUon ests
� v BlowsperFoot-4B
f�ePth a o ° a
E o a o D�SCRIPTlON OF STRATA to zo so an 5o so Elev.
�ft3 � � �6,� PacketPenetromelerReadings �ft3
� �- U+ Tons Per Sq. Fl. - 3�
+ A. ++
SANDY CLAY, dark brawn, hard, wltrace of gravel (CL.)
-wlironstones be[aw 2.5` 602.5
SILTY CLAY, fight brown, hard, wlcalcareous deposiis & trace of 602
iron stains & sand (CH}
5
LIMESTON�, tan, hard to very hard, wlsilty clay saams, �9$
argillaceous, weathered
� -wlsifty cfay seam @ $` �97
'[ 0
-wlgray below 10.5' _ 594,5
LIMESTONE, gray, �ery hard 593
15 — —
: 90� Blows =:1 inch =
Tota1 �e�th = 17 feet
�p Dry aiter 5 minutes. Dry & bfacked @ 16-1I2' @ end of day. Dry
& blockad @ 16-112' or� 12I2912020.
25
30
BORlNG LOG B-2i PLATE 28
G�OTECNNiGA� COI�lSULTANTS
DacuSign Envelape ID: B797C5C:8-5FF3E-4C76-922F-4B435D630AE'f
REE� ENGINEERING
GROUP
OfficelWarehause
Project Numher : 23439
Village Creek Raad and Martin Street
�ate Completed : 12I2312020 �p� NJp�F�, Texas
Location: See Plate 1
[an ar enetrahnn esls
� o q n Blows per Foat - EB
Depih E �� a Q to zo sa ao 5o so Elev.
(ft) � m �,.� DESCRIPTEON O� STRA7A Pocket Penelrorneter 12eadings (ft)
�rj �(� Tans Psr Sq. Ft. - 3�
+ q, ++
'. CLAYEY SAND, brown, very stiff to hard (SC)
� SANDY CLAY, brown & yellowish-red, hard, wlsome ironstones _ 603.5
• (CL)
5
LlhrfESTONE, tan, hard fo very hard, weaihered 59$
I
� i aa Biaws � � €r��i, �
�o
LIMESTONE, gray, very hard 592
16
: 10t) Blaws =:1 inch :
20 Tokal Repth = 18 feet
qry after 5 minutes. �ry & blocked @ 17` @ end of day. qry &
blocked @ 15' an 1212S12fl20.
25
30
BORING LOG &28 PLATE 29
GEOTECHEVICAL COI�ISULTANTS
�ocu5ign �nvelape I�: B797C5C8-5F8E-4C76-922F-OB435D63bA�1
RE�D �NGINEERING
GROUP
Project Number : 2343s DfficelWarehause
Village Creek Road and Martin Street
❑ate Completed : 92123I2020 Fori Worth, Texas
Location: See Plate �t
tan ar enelrat3on ests
elows per �ool - �
p [� o o� 10 2p 30 AO 50 60 ��2V.
p(ft)�� � a"i �" � DESCRIPTION OF STRATA
m J Pockel Penetron5eler Readings �{f�
� �� j Toas Per Sq. F[. - i�
2 + 4. �t
SANDY CLAY, brown & yeflowish-red, hard, wltrace of ironsfone
• (CE)
SAiV[]Y GLAY, brownish-yellaw & reddish-yeHow, hard, u+ltrace o 598
gravel (GL)
5 —
: 100 Blo�nrs:= Z ir�ches ; :
SANDY CL.AY, brownish-yellow & light brown, hard, wltrace af 5g2
.�d iron stains {Cl.)
LIM�S'fONE, tan, hard to very hard, weati�ared �s�
I
: 10a BIQws =:1 knc(� :
� 5 LlMESTONE, gray, very harc[ ��8�
= 100 biows�= �12�inch � �
20
Total �epth M 20 feet
Dry after 5 minutes. dry & hlacked @ 18' @ end of day. Dry &
blocked @ 18-112` on 1 212 912 0 2�,
25
30
BORING LOG 8-29 PLAT�. 30
GEOTECHI�IICAL CONSU�,TAN7S
DocuSign Enve[ope [�: 8797G5C8-5FBE-4G7�i-922F�B435D63(lAE1
REE� ENGINEERIIVG
GROUP
OfficelWarehouse
Project Number: 23439
Village Creek Roaci and Martin Street
Date Completed : 12/22/2020 �OI"t WOCth, Texas
Locat€on: See Plate '[
tan ar enetrauon ests
dy o BlowsperFaol-�
� o o -�
p to zo 30 aa so so Elev.
L)���)th @�� a p pESCRIPTIC3N OF STRATA
+� �.l Poakel pene€mmeter Readings {{t�
�/y `- �(} 7ansPerSq.Ft-3�
+ q,�++
SAiVDY CLAY, dark brown, hard, witrace of calcareous
concretions {CL) _
5 -wlbrown below 4.5' _ 607.5
S[LTY CLAY, reddish-yellow, gray & light brown, hard, w�sand & fiD5
some iron stains & trace of calcareous concretions (CH)
i0
-wltrace of gravel below 1'[' 6Q�
CALCAREOUS CLAY, light 6rown, wllirnestane seams 600
(severelyweathered limestone) (CL} _
LIMESTO[�E, gray, very harc! �98
'I b —
: 10D �[ows�='[12:inCh : :
20
Total Depth = 99 feef
[]ry after 5 minutes. Dry & blocked @'[8' @ end of day. Dry &
b[ocked @ 17-912' on 1 212912 0 20.
25
30
BORING LOG &3U PLATE 31
GEQT�CHNICAL COI�lSULTANTS
DocuSign �nvelope [p: B797C5C8-SFBE-4C76-922F�-f313435D63QAE9
GFiOUP
Fi11
Type oT Fi!!
Glay (Ct)
(����1
�Clay (CH)
(LL�50J
�S9LT {ML}
��-��`�)
�S1LT (MHj
��-��`�)
�CLAYEYSAND
{SC)
�SILTY SAN[}
�s�sy
� SAND
(SP-SW)
�CLAYEYGRAVEL
{GRAVELLY CLAI�
o Qo GRAVEL
{GP-GW)
O D
��weathered)
SHALE
(unwea[hered)
��wealheredf
LIMESTONE
(unwealheredf
��weatheredJ
SAN�STONE
• (unweaiheredJ
THD CONE
� ❑ISTtJR8E0 PEN�'€ROMETER t- Su6sequenY waler levei and date.
'iEST
KEYS TO SYMBO�S USED ON BORIfVG I�OGS PLAT� 32
GEO7�CHNlCAL CONSULTANTS
UN�ISTURBED STANDAR�
{Shel6yTu6e & PENETRATION
NX-Core) TEST Q=Wa[er level a[ time of dnlling.
QocuSign �nvelope ]D: �797C6C8-bFBE-4C76-922F-[]8935L7630AE1
GROUP
C�HESION�.ESS SOlLS
SPT
N-Values ReEative
(blows I foot) Dertsity
0 - 4 .....................Very Loose
4 - i0 .....................Loose
� 0 - 30 .....................�vlediurn Dense
30 - 50 .....................Dense
5D � .....................Very Dense
HARDNESS
SOI� PROPERTiES
COHESIVE SOILS
Pocket
F'enetrorneter Consistency
{T.S.�'.}
�0.25 .................... Very Soft
d.25-0.50 ............... Loose
C�.50-1.0� ............... Medium Stiff
1.Q0-2.OD ............... StiK
2.00-�.00 ............... Very Stiff
4.00 + .................... Hard
ROCK PROPERTIES
DIAGNOSTIC FEATURES
Very Soft ............... Can be dented with moderate finger pressure.
Sofi ....................... Can be scratched easily with fingernail.
Moderafely Hard ... Can be scratched easily with fcnife but r�ot with fingernail.
Hard ...................... Can �e scratched with knife with sorrie difFiculfy; can be broken by light to moderate
hammer blow.
Very Hard .............. Cannot be scratched wifh knife; can be broken by repeated F�eavy harrtmer blows,
DEGREE OF WEATNERING DIAGN�STIC FEATUR�S
Slightly Weathered ......... Slight discolorat€an inwards from open fractures.
Weathered ...................... Discolorafion throughouf; weaker minerals decamposed; strength somewhat less
lhan fresh rock; structure preserved.
Severely Weathered ....... Most minerals sor�ewhat decomposes; much softerthan fresh rock; te�ciure becoming
indisfici but #abric and structure preserved.
Comp€etefy Weathered ... Minerals decomposes to soil; rock fabric aad structure destroyed (residual soik).
KEYS TO DESCRIPTNE TERMS ON BORING LOGS
PLATE 33
GEOTECHNICAL CONSLiLTAN'iS
L7ocu5ign Envelope ID; B797C5C8-5FBE-4C76-922F-OL�435L763OA�1
EE£] EI""I� II"iEERl1"kG
��ou�
G�07�CHNICAL [NVESTIGATI�N
OFFICElWAREHOUSE
VILLAGE CREEK ROAQ AND MARTIN S7REET
�ORT WORTH, TEXAS
Summar of Classification and Index Pra ert Tests
Total P�rcent Percent
Moisture Liquid Pfastic Plasticity Soil Passing Passing
Boring Qepth Content Limit Limif Ind�x Suction No.200 f�a.4
No. feet �� % ._. °� �I� ,�psf] Sie�e 5ieve
8-6 0.0 - 1.5 5.3 -- -- -- 37,300 -- --
1.5 - 3.0 10.3 33 14 19 94,090 38 --
3.Q - �1.5 11.6 -- -- -- 57,150 -- --
4.5 - 6.0 11.3 -- -- -- 67,050 -- --
9.0 - 10.0 8.0 -- -- -- 40,920 -- --
14.a - 15.0 15.3 54 25 29 33,970 -- --
19.0 - 20.0 15.3 -- -- -- 21,220 -- --
8-7 0.0 - 1.5 3.4 -- -- -- 1,24fl 11 --
1.5 - 3.0 9.9 -- -- -- 67,950 -- --
3. a - 4.5 1 Q.6 -- -- -- 74, 510 -- --
4.5 - 6.0 1Z1 A5 14 31 51,040 -- --
9.0 - 10.0 1fi.6 57 22 35 50,710 -- --
14.Q - 15.0 17.7 -- -- -- 37,380 -- --
19.0 - 20.0 17.9 -- -- -- 44,3T0 -- --
B-8 Q.0 - 9.5 $.4 34 19 15 81,170 32 90
1.5 - 3.0 11, i -- -- -- 70,730 -- --
3.C1 - 4.5 11.3 -- -- -- 84,450 -- --
4.5 - 6.0 13.7 -- -- -- 94,960 -- --
9.0 - 10.0 12.9 �0 19 4'I 79,980 -- --
94.0 - 15.D 15.8 -- -- -- 58,010 -- --
B-9 0.0 - 1.�
�.5 - 3.0
3.0 - 4.5
4.5 - 6.4
9.0 - 10.4
9.8
9.3
8.4
7.9
15.4
45
37
19
15
26
22
SUNdMARY OF LABORATORY TEST RESULTS
PL.ATE 34
UocuSign Envelope IQ: k3797C5G8-5FBE-4C7fi-922F-�8435[]634AE1
qEEn E!"1GIf'"IEERII"'IG
�w�ou�
GEOTECHNICAL lNV�57lGAT[ON
OFFICElWAREHO[15E
VILLAGE CREEK ROAD A�►D MARTIN STREET
FORT WORTH, TEXAS
(Gontinued)
Summary of C�assification and Index Properfiy Tests
Total Percent Percent
Moisture Liquid Piastic Plasticity Soil Passing Passing
Baring Depti� Co�tent L.imit Limit Index Suction Na.2Q0 No.4
Na. feet °/a � � PI __��sf� SEeve Sieve
B-1Q 0.0 - �.5 16.5 -- -- -- 16,340 -- --
1,5 - 3.0 20.8 84 23 61 25,230 73 --
3.0 - 4.5 11.4 -- -- -- 44,Q90 -- --
4. 5 - 6. 0 13.7 -- -- -- 38 , 310 -- --
9.fl - 10.0 15.7 -- -- -- 3$,710 -- __
14.0 - 15.0 20_6 68 25 43 32,860 -- --
19.0 - 2b.0 15.5 -- -- -- 3i ,190 -- --
B-12 0.0 - 1.5 8.8 -- -- -- 1,130 -- --
1.5 - 3.0 9.� -- -- -- 48,270 -- --
3.0 - 4.5 10.� 28 14 14 48,73� 41 --
4.5 - 5.0 1$.6 -- -- -- 20,E80 -- --
9,q - 10.0 17.4 55 21 34 17,5�0 -- --
14.0 - 15.0 13.9 -- -- -- 40,900 -- --
B-13 O.Q - 1.5
1.5 - 3.0
3.0 - 4.5
4.5 - 6.0
B-14 0.0 - 9.5
1.5 - 3.0
3.Q - �.5
4.5 - 6.0
10.5 -p -- -- -- -- __
23.9 -- -- -- -- 90 10�
13.8 -- -- -- -- -- --
15.4 6$ 25 43 -- 89 --
12.$
'[ 5.0
�4.3
13.3
44
�6
28
BO
SUMMARY OF LAB�RATORY TEST RESULTS PL.ATE 35
DocuSign Envelope ID: B797C5G8-5FBt-4C7&-922F-�8435D630AE1
Boring Depth
No. feei
B-15 0.0 - 1.5
1.5 - 3.0
3.0 - 4.5
5.D - 6.5
B-1 G �.0 - 1.5
1.5 - 3,0
3.0 - 4.5
4.5 - 6.0
9.0 - 10.0
B-17 �.0 - 1.5
1.5 - 3.0
3.0 - 4.5
4.S - 6.0
B-18 0.0 - 1.5
1.5 - 3.0
3.� - 4.5
4.5 - 6.0
B-19 0.6 - 1.5
1.5 - 3.d
3.D - 4.5
4.5 - 6.Q
�.o - To.a
Fa EE O EI'IG I{-lE E RII-16
G FI O LJ P
G�OTECHNICAL 1NV�SiIGATION
OFFICE/WAREHOUSE
VILLAGE CR�EK ROAD AND MARTIN STREET
FORT WORTH, TEXAS
{Continued)
Summar� of Classification and Index Property Tests
Total Percent Percent
Moisfure Liquid Plask[c Plasticity Soil Passing Passing
Content Limit Lirnit Index Suction Na.200 No.4
% � � PI ...(psf� Sieve 5ie�e
18.1 -- -- --
12.4 34 15 19
1 fi.8 -- -- --
13.1 -- -- --
12.9 -- -- --
13.1 41 17 24
11. � -- -- --
9.4 32 11 21
5.7 -- -- --
19.5 -- -- --
15.6 b7 21 36
21.0 -- -- --
9.5 -- -- --
16.6 -- -- --
14.8 -- -- --
12.0 43 14 29
14.3 -- -- --
5.6 -- -- --
12.1 -- - --
1�2 35 42 23
9.5 -- -- --
13.6 45 14 31
-- 51 --
-- 4Fi --
145,640
120,�}2fl
118, 360
107,540
49,210
SUMMARY OF LABORATORY TEST RESULTS
58
53
53
47
98
90
PLATE 3�
E]acuSign Envelope I�: B797C5C8-5FBE-4C76-922F-08435D63flAE1
w��n �n�in��Ain�
��ou�
G�OTECH�fICAL INVESTIGATlON
OFFIC�IWAREHOUSE
ViLLAGE CR�EK FiQA� AN� MARiI�i STREE7
FORT WORTH, TEXAS
(Continued)
Summary of Classification and Index Property Tests
Total Percent Percent
Moisture Liquid Plastic Plasticity Sail Passing Passir�g
Boring Depth Content Limit Limit Ind�x Suctior� No.2Q0 No.4
No. feet % �� �%. (PI� ,�psf] Sie�e Sie�e
B-20 0.0 - 1.5 15.3 -- -- --
1.5 - 3.0 11.5 39 13 26
3.0 - 4.5 9.6 -- -- --
4.5 - 6.0 8.9 -- -- --
B-21 0.0 - 1.5 8.7 - -- --
1.5 - 3.0 9.4 -- -- --
3.0 - 4.5 8.9 27 11 16
4.5 - 6.Q 9.2 -- -- --
8-22 0.0 - �.5 11.6 34 12 22
1.5 - 3.0 13.8 -- -- --
3. Q - 4.5 12.9 -- -- --
4.5 - 6.� $.3 -- -- --
6-23 O.Q - 1.5 6.8 -- -- --
�.0 - 2.5 1�.6 33 14 19
2.0 - 3.5 B.5 -- -- --
4.5 - 6.0 16.8 -- -- --
9.0 - 14.0 15.3 58 19 39
14.Q - 15.0 15.2 49 20 29
19.0 - 2d.0 12.5 -- -- --
8-24 0.0 - � .5 20,5 -- -- --
1.5 - 3.0 12.8 -- -- --
3.0 - 4.5 14.8 3$ 14 24
4.5 - fi.0 17.0 -- -- --
9.0 - 10.Q 18.5 41 18 23
14.0 - 15.0 21.1 -- -- --
� 9.0 - 20.0 17.3 -- -- --
SUMMARY OF LAB�RATORY TEST RESULTS
55
-- �l5 --
-- 53 --
2,680
65,460
107,780
68,160
40,960
43, 340
36,60Q
1,260
3,940
5,970
�},470
i , 320
11, 270
1Q,980
34
20
1fl0
PLATE 37
pocu5ign �tivelope I�: 8797C5C8-5FBE-4C76 J22�-QB435D630AE1
Boring Depih
No. feet
8-25 0.0 - � .5
1.5 - 3.0
3.0 - 4.5
�.5 - 6.0
9.0 - 'f 0.0
14.0 - 15.0
19.0 - 20.fl
B-2G 0.0 - 1.5
1.5 - 3.0
3.0 - 4.5
4.5 - 6.0
9.0 - 10.0
B-27 0.0 - 1.5
1.5 - 3.Q
3.Q - 4.5
4.5 - �.0
8-28 O.fl - 1.5
�.5 - 3.0
3.0 - 4.5
4.5 - 6_Q
B-29 Q.0 - 1.5
1.5 - 3.0
3.0 - 4.5
4.5 - 6.0
9.0 - 10.p
E E L7 E I"'1 G I ii E E Fa I fl �
GFIOLJP
GEOTECHNICAL INVESTIGATION
OFFIC�IWAREHDUSE
VILLAGE CRE�K ROAD ANU MARTIN S7REET
�QRT WORI'H, �EXAS
(Continued)
�ummary of Classification and Index PropertV 7ests
Tofal F'ercent Percent
Moisture Liquid Plastic Plasticity Soil Passing Passing
Content Limit Limit Index 5uctian Na.200 No.4
% __{%� �� �PI�. �s� Sie�e Sieve
15.4 -- -- -- 77,100 -- --
14.3 53 17 36 89,100 -- --
13.$ -- - -- �02,34Q -- --
T4.0 -- -- -- 63,710 -- --
T6.8 -- -- -- 67,Q10 -- --
15.1 49 19 3p 32, 9 30 -- --
11.8 -- -- -- 44,28� -- __
6.6 -- -- --
10.5 -- -- --
13.8 44 17 27
14.1 -- -- --
9.3 -- -- --
1 �.9 -- -�- --
14.8 45 16 29
8.1 -- -- __
9.0 -- -- --
10.z 20 13 7
10.4 -- -- --
9.5 -- -- -_
9.8 -- -- -_
9 0.0 -- -- --
15.6 48 1$ 30
14.5 -- -- --
12.9 -- -- __
9.1 -- -- --
SUMMARY OF LABORATORY TEST RESIJLTS
61
90
100
-- 61 --
-- 39 100
52
P�ATE 38
�ocuSign Envelope ID; �797C5C8-5FBE-4C76-922F-Oki435�63QA�1
Baring Depth
No. feet
8-30 4.4 - 1.5
1.5 - 3.0
3.0 - 4.5
4.5 - fi.0
9.0 - 10.0
w�E� �n�inE��in�
�r�ciu�
G�07ECH�1ICAL fNVESTIGATION
OFFICEIWAREHOIfSE
VILLAGE CREEK R�AD AND MARTIN STREET
FORT WORTH, 7EXAS
(Continued)
Summar of Classifiication and Index Pra ert Tests
Maisture �iquid P[astic Pfasticiiy
Content Limit Limit Index
�°!a � °/a __� LP I )
13.7 34 14 2b
12.0 -- -- --
12.4 -- -- --
13.5 -- -- --
20.7 55 � 8 37
Total Percent Percent
Soi! Passing Passing
Suction No.200 No.4
�psf� Sie�e Sieve
SUMMARY O� LABORATORY TEST RESULTS PLATE 39
DocuSign �nvelope ID: B797C5C8-5FBE-4C76-922F-f1�435L7630AE1
��n �n�inEE�ainc
2��J�
B-25
9'-10'
�r�r�ur�
Job ND.
Boring �[o.
Dep�h
Rformal Load (ksf)
Moisture Content (%)
Dry l�nii Wt.(pcfj
Peak
Residual
�
N
Y
�
N
�
Gf
�
�
�
L
�
�
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point 1
'[ .29
� 5.4
11�.1
Point 2
2,58
15,6
914.4
Friction
Cohesion, A����' ��
c ksf �� ���s
0.30 14
0.10 10
Point ;
5.�6
�s.a
113,9
� �eak
Q Residual
s.o
5.5 �-
5.0
4.5
4.0
3,5
s.a
2.5
2.0
�
1.5
1.0
C] �
0.5
�
0.0
0,0 0.5 1.0 1.5 2,0 2.5 3.0 3.& 4,0 4.5 5.0 5,5 6.0
Normal Load �ksfj
CONSOLIDATED-DRAINED DIRECT SHEAR TEST PLATE �40
RocuSign �nvelope IR: B797C5C8-5FBE-9C76-922F-08435C�630AE9
Jnb No.
Boring No.
Dep�h
Normal L,oad {ksfy
Moisture Cantent (%)
Dry Uni� Wt.(pcf?
Peak
Residual
23439
B-24
�i''�.�F
Point 1
129
'i 3.9
113,5
Point 2
2.58
12.6
115.3
Poi nt 3
�,16
13.3
112.4
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ra Peak
❑ Resid€�al
s.a
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4,5
4,D
3.5
3.0
2.5
z.a
1.5
1,D
0.5
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O.d 0.5 1.0 1.5 2.0 2.5 3,0 3.5 4.0 �3.5 5,0 5.5 6,0
Normal Load (ksf�
CONSOLIDATED-DRAINED D�RECT SHEAR TEST
PLATE 41
aocuSign Envelope I�: E3797C5C&5FBE-4C76-922�-U13q35p63�AE1
�aE�n �n�in�Er�in�
G R�LlF�
Absorption Pressure Swell Tes�
Projecf No.
Baring Na.
Depfh (ft)
Liquid Liinit
Plasticity Index
Cs
a�pha
Percent SweA
23439
B-6
14-9 5
54
29
0.064
0.55
6.3
Maiskure Content (%)
Penetrorneter {tsf}
Dry Unit Weight (pcf)
Specific Gravity
Void Ratio
Saturation (%)
Spec. Vol�me
5well Pressure (psf)
7
C7
.. �
�
°� 4
cn
u 3
.�
v
� Z
1
�
��
0,59
0.5$
� 0.5$
0 0.57
� 0.57
� 0.56
a�
� O.S6
0.55
0.55
17.f1
Initiaf
18.2
4.5+-�
'[ 14.1
2.75
0.504
99
0.55
7,780
Final
24.5
4.5+
107.3
2.75
0.599
�'i2
0.�8
250
SUMMARY OF LABORATQRY TEST RESULTS PLATE 42
1000 �ODDO
Restraining Swell Pr�ssure (psf�
18.0 19.0 20.0 Z1.Q 22.t1 23.0 24.0 25.0
Moisture Content (%}
❑acuSign Enveiope I�: 9797C5CB-5FBE-4C7B-922F-08435D630AE1
Absorption Pressure Swell Test
Project No.
Boring No.
Depth �ft}
Liquid Limit
Plasticity Index
Cs
alpha
Percent Swell
7
�
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....
Q1 4
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fQ 3
U
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0.61
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23439
B-8
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6.B
Moisture Content (%)
Penetrometer (tsf)
Dry Unit Weight (pcf)
5pecific Gravity
Vaid Ratio
Saturation (%)
Spec. Vo�ume
Swe{I Pressure {psf�
R�En En�i+���wtn�
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4.5++
11fl.9
2.73
D.535
64
Q.56
3, 890
���a�
23.3
2
� 04.0
2.73
0.637
10Q
4.60
250
SUMMARY �F LABORAT4RY TEST RESULTS PLATE 43
100 1000 1D4QD
Restraining 5well Pressure (psf3
12.0 13.0 14.0 15.0 35.Q 17.D 18.0 19.0 20.0 21.0 22.0 23.0 24.0
Moisture Content (%)
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F� E E II E I'l G I i"I E� R I fl G
GROLJP
Absorption Pressure Swell Test
Project No.
Boring No.
De�th {ft}
Liquid Limit
Plasticfty Index
Cs
alpha
�ercent Swell
23439
B-1Q
14-15
68
43
0.178
D.60
14.6
Moisture Content (%)
F'enetrometer (tsf)
Dry Unit Weight (pcf)
Specific Gravity
Void Ratio
Saturation (%)
Spec. Volume
Swell Pressure (psf)
Initial
28.7
4.5++
94.4
2.75
0.817
97
0.66
i, 780
Fi�al
44.9
1
82.4
2.75
1,083
114
0.76
250
16
15
14
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= 10
a �
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8
u %
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4
3
2
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0.78
0.75
d
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�
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U
� 0,7�
.�
Q, 0,68
�
0.66
100QQ
0.64 -I—I— - -I E i - �--I—�`—�
28.�9.�O.B1,B2.B3.B4.�5.�b.(87.�8.89.[3�0.041.042.C�3.C�4.(�-5.Q46.0
Moisture Content (%)
SUMMARY OF LABORAT�RY TEST RESULTS PLATE 44
1000
Restraining Swell Pressure (psf}
�ocu5ign EnvelopE ID: B787C5C8-5FBE-4G76-922F-08435�63[iA�1
qEEL7 EI'"F�II""1�EI7kf"IG
GFI�LJP
Absorptio� Pres�ure Sweil Test
Project No.
Baring No.
Depth {ft)
Liquid Limit
Plasficify Index
Cs
alpha
Percent Swell
4
.-,
3
a
N
3
`� Z
�
u
�
�7
�
1
�
r�
4,57
� 0.5G
�
�
o D.S6
�
u
� 0.55
a�
a
� 0.55
0.54
�4.0
23439
B-12
9-10
55
34
0. Q47
0.46
3.5
Moisture Content (%)
Penetrometer (tsf)
Dry lJnit Weight (pcf)
Specific Gravity
Void Ratia
Saturation {°/o)
Spec. Vofume
Swell Prassure {psf)
Initial Final
15.3 19.5
4.5++ 4.5+
915.2 111.3
2.73 2.73
0.�479 0.531
88 100
0.54 0.56
3,240 250
SUMMARY OF LAB�RATORY TEST RESULTS
PLATE 45
laoo 1000D
Restraining Sweli Pressure (psfj
15.0 16.Q 17.(l 18.0 19.a 20A 21.0
Moisture Corrtent (%)
DocuSign Envelope ID: 13797C;5C8-5F8E-4C76-922F-�8435�630AE1
RE�� EI"l�ll-IEEI�If'IG
�r�r u�
Absorption Pressure Swell Tesf
Project No.
Boring Na.
Depth (ft}
Liquid Limit
Plasticity Index
Cs
slpha
Percant Swell
17
16
15
1A
13
� az
�-- ��
� 10
u�s g
R g
'� 7
m 6
� 5
4
3
2
1
0
100
1 ..
0.64
a
� Q5Z
D
� 0.50
�
u 0.58
a
�
0.56
0.54
23439
B-23
9-10
58
39
0.150
0.70
'[ 5.3
Moisture Content (%)
Penetromefer (tsf)
Dry Unit Wei�h# (pcf)
Specific Gra�ity
Void Ratio
Saturation (%)
Spec. Volume
Swell Pressure (psf)
1000
Restraining 5well Pressure (psf]
Moisture Content (°/n]
Initial
16.0
4.5++
111.6
2.7�
0.537
82
Q.S�
9,070
10000
�ina{
28.2
1
96.9
2.75
0.772
100
0.64
25Q
SUMMARY OF LABORATQRY TEST RESULTS PLATE 46
15.016.017.0 7.$A �.9,Q 24.0 21.0 22.0 23.0 24.0 25.0 26.0 27.Q 28.0 29.(1
DocuSign Envelope Ip: t3797C5C8-5FBE-4C76-922F-OI3435L?630AE1
REEn EI"IGII-1��E71f"IG
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Absorption Pressure Swel[ iest
Project t�o.
Baring Nfl.
Depth (ft)
Liquid Limii
F'fasticity IncEex
Cs
alpha
Percent Sw�l!
�
...
a
3
w
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.�
d
3
13
12
11
SO
9
8
7
5
5
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0.62
0.61
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0.55
0.54
23439
6-23
14-15
49
29
0.125
0.65
11.6
Moisture Cor�fent {%}
Penetrometer (fsf)
Dry lJnit We9ght (pcf}
Specific Gravity
Void Ratia
Saturation (%)
Spec. Volume
Swell Pressure (psf)
Inikial
15.5
4.5++
113.�
2.75
0.519
82
0, 55
6,480
Final
25.4
2
101.2
2.75
0.696
100
0.62
25d
SUMMARY OF' LABORATORY TEST RESULTS PLATE 47
100 1000 7.QOOp
Restraining Swell Pressure (psf)
7.S.Q 16.0 17.0 18.0 19,D 20.0 21.0 22A 23.C1 24A 25.0 26.0
Moisture Content (%)
pacuSign Env�tope IU: 87�7C:5L'S-5FSE-4G76-922F-t1B435Df30A�1
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Absor tion Pressure Swell Test
Project No.
Baring No.
Depth (ft)
Liquid Limit
Plasliciky Index
Cs
alpha
Percent Swell
23439
8-25
14-15
49
30
0.051
0.66
5.4
Maisture Content (%)
Penetrometer (tsf)
Dry Unit Weight (pcf)
Specific Gravity
Void Ratio
Saturation (%)
S�ec. Volume
SweE] Pressure (psf)
in�t��i
13.2
4.5++
122.6
2.75
0.400
91
4.51
7,780
Final
17.4
4.5+
1 � 6.2
2.75
0.476
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250
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SUMMARY OF LABQRATORY TEST RESUI�TS PLATE 48
1000 100QQ
Restraining 5well Rressure (psf]
13.Q 14.0 15.0 �6.0 17.[l 18.0
Maisture Conter►t (%}
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DocuSign Envelope lC�: E3797C5C8-5FBE-4C76-922F-OB435�630AE1
�Rr01 60 001'roduc� Requ�renr�ents
'�'I�IS P�GE I�EFT II\TTENTIOi\i�AI1LY �I�ANK
CITY OF FORT WORT�T YfL1,AG�" CREEKDISTRIRUTIONCL'NTEIt
�TANDAkD CONSTRUCTfOIV SPECIFICATI01�! 170CiJMENTS Cii�� P1•oject No. ID3072
Rcvised IcEly 1, 20! 1
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 03/19/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
Updated: 03/19/21
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Pipes 33-05-13 (Rev 03/19/21)4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21