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Standar�d C��.structiQn Specifica�aon
D o cun�ents
Adnp#�d Scptemlaer 2011
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3TAM7ARI7 GQNS'IRTIC�'IQTI SPECIFiCATI�N D[JC:UMENTS
�E�TIaN �0 �� �0
TASLE �lr CflNTE1.VTS
1)ivision OU - (Ueneral �onditians
Page � nf 4
Lasf Rer�is�d
p� �S 10 Ma nr and �:nuncil Cammunicatintl 07IOI1201!
OU OS 15 Addanda Q71011��11
0� 1 I 13 Invitation to Bidd�rs �711912021
00 21 13 Insiruetions t� Bidders -1VXDDIFIEII 0$11312Q�1
4(l 35 13 Coxz�ic# ofTaterest Statemenfi � Q212412.Q20
04 �I DO Bid Form 913012,02i
QO 42 �3 Pro asal Forr� Unit Prica �112012�]12
4i} 43 I3 RidSan� D�1�112�17
U4 �3 37 Vendoz Cvnu lianc� to St�te Law 1tiTanresident Bidder �b127l�q I1
D� 95 l.� ]3idders �'re uaiifications - MOD��ED ��11312�1�1
Q� 45 �� 1're uali�cat�an Stateznez�t a913Q12�21
QO 45 J.3 Akdde�r�'rc uali£'�ca#ivzz A licaizon asll���0�1
aa 45 Z6 ConLtact�S C:p liax��z with Workers' Com �nsaiion I�w 471f� 112{� I�
�f] 45 40 Minari IV�amen BU.siness �nte rise Goa� a711912�21
Oa �?. 43 A r�xneut �91QI.120��.
D(i �1 13 Perf�rtxxanc.e Sond 071�II2�11
�10 61 1� Pa me�i Bond 4Tl�lY��11
OQ 6� 19 N�aintena�.ce Bond OT1011�U1 ].
00 bl 25 C;ertificate ❑fIns�u'ance 47J4112p11
�a '72 00 Ceneral Conditians 0812312Q21
D4 73 �� Su le�arxent Cozx�itio�s 431091�020 �-
I]ivisian �1 � Gen�rai Re rrirern�nts Last Revised
O1 I 1 D� 5urnn� af VlTark 12.I��f2012
(i 1 25 �0 Su}�st�t�tti�n I'`�raceduxes Q71011z011
01 3I 19 Preco�,si�rEutioz� M�e�i.n �8117I2�1�
�1 3I 2{i 1'�o'ect Meetin s 0714I12�11
41 3� 16 Constructian Schcdule 081I31202I
Ol 32 33 Precanstructi�n Vidco fl71�11�D11
OI 33 U� Submittal� 12J2012012
Ul 35 13 S ecia�, Pro'e�t �ra�cedures �21Z4f201�
4� �5 23 Tes ' arid ec�ivn Sexvice� 0314912d2D
fl.l 5� 00 Tenn a Fa�ilities an� Contrals 071Q1r2011
Ol 55 26 3#z-eet LTse Pe,�mit and rkflodificataons to Traffic Contxol 03l2�J24�1
I�1 57 13 5t�x�aa. Water PollutionPre�eniian Plan (}71�11�011
o�. ss i� ��m Q���c s� � a�lozr�,�i�.
Ol �a� �� Product R uirernenfs f}3IQ9I2Q��
0� 6b 00 Pxod�ct Stoz-a e and Has�dlin Re i�ixer�eats 07101f�.011
�1 7(1 �d MobililaCic�n and R�m.obilizatian 11122l�015
41 7� 23 C�nstructiou �tal�. and �uxv� D�II �l� d� 8
U174 23 Glea�in �7101f2p11
fll ?7 19 Cl�seout Re uirements 43I22/2�21
O1 7$ 2�3 C3 tian and Maintenance 1]ata 121241�01�.
017839 Pra'ectRecordDoc�meats 47141i20I1
ClTY �P F4RT WOiRTH ' [:i..1:AR F{]ItK FCJ2t�B i4IAIN
STAIdDAI;I7 CA3VSTRIICTION SPSCIFICATION D�CI,IMBNTS CITY PR07ECTN0, 1pfID996
Revised,Tune lU, 2D22 ADDEIV�DLIM No, 1
aa ao no
$Tr1�IDARD CONSTR� C'f'IOir SPECIl�LC:A'1'IOI� ]]Ot:IJ ME\ 1'S
Page �. af �l
Technicxl5pe�ificatinns whi.ch l�a�e been mod��ed hy th� Et��i�i�cr' S�lCCIfiGR���7 �OI' t�l�
ProjecL; ��xd capies s�re in�luded in the Prnje�t's ["_ontract ])o�uments
lli�sian 31- Larlhc�or��
Iiate
Modi�ed
31 14 0� 5ite �learin 06I2312�22
31 23 16 LTnclassif�d Exc2vation �6J�3��p2�
Di�visinn 34 — Trans orta�on
34 71 1� Trafr� Con��ol ��i12312�2�
51�eeial S ecifcatians —Nnt Ci
33 CIS 44 5et#�erx�ent Monit
33 45 �5 Cantact €irouiin�
of Fo�'t Warih Standards
�{i12312022
Q5l2312�22
33 �5 �6 Fiori�nnial Directianal 17ziIlin
33 3126 Ni��x X]ez�sity �'alyeth}�lcne (HDPE) Fipe: fr�r �a,nitary Sewer k'oxce
Mains
33 39 21 Polymer Con4rcic:lvlar�holes
a�r��iza�z
0�1�312{3�.�
{)�iI�3I2{}22
Technical �5pec�iixeal�ans Iisfed belmw az�e included iar tt�is Prn,�ec� hy r�ferenc� and can 6e
viev��edldov�nlaaded f�•aux the Ciiy's website At:
i�ttp : ll fa�-t�va z�thtegas .�ovltt} wleant rn �tn rsl
01'
h . �:f0 s.#'orl�vort�t�xas. VfP�'v ec#Res�.u�cesJ
llivisiox� D2 - k��z��izt Can,cbiti�ans
U2 �l I4 Utilit Retn��aIlAbandnnment
02 41 IS �avin� Rexraoval
Divxsran 43 - Cor�cref�
La�t R�vi�cd
1�12012�12
f121�212[�]. 6
93 30 0� Cast--ln-placc �oncrete �3r'1112Q22
�3 34 �3 Controlled Ln�� 5iren h Mat�tiat CTaS 1212a1�DI�.
03 34� �6 Concrete Base Mr�tez�ial ��z �1'rench H.e air 121201�.OI�.
Di�visian 3l - l��arthwark
31 2,5 �}� Erasion anc� 5edunez�t Contro] 0412}12�2I
i]ir�esion 3� - Exteriar Im rnvements
32 Ol 17 Pezxnaazent As halt Pa�in Re air
32 O 1] 8 'l'em or As halt �'avixx I�e air
3� 01 �9 Cj�ncrete Pa��in Re air
3� 11 23 �Icxibic �3xsc [;ourses
32 l.2 15 As hali Pavin
32 I3 ].3 (;azacretc Pavin �
32 13 �0 Concrete Sidewall€s Drivewa s and Sarrier Free
32 i3 73 Concrete 1'ati�in�.loint Sealani.s
32 I�] 3 ConLr�L� Curb and Gutiers and Valley �`rutters
1212nI2t)1 z
12,'2(112Q I2
12�2012Qi�.
i�taa�ai�,
] 212U12Q I 2
0611�12QZZ
1�10912021
1212Di 2012
�Gli�l2�z2
�CTT'Y Qr FDRT WORTH CLFAIt I'[JRT� �'C}RGF I+rI.A�i
STr1NDARi) CONS7'1tiIC'fIflN 51'�CIFICA'CIf}M I]t7L'CJ�il3h{'I.� C,"T'�'y 1'TZ07I'sC'1"NO, 1040996
�r.�iscd.Fune 10, 20L2 AI71]1:NL3UMNo, ]
ao on aa
,STANT]ARD CAlVSTRU�7'I�N SPSGIFI�ATIQN DaC1.J1V1�Pi"i'S
Yage 3 of 4
321?23 PavenzentMarkin s oG11�12a22
3� 91 19 '.i'o soil Pla�ement and Finishin of �axlcwa s o3�i 1��.az�.
32 �2 13 Sfld � 05I13J�02I
�i2 92 14 Nan-Native 5eedin 05113I20�1
Di�isir�n 33 - Utifities
33 413� S�wer and Nlanh�le Testitz 091�7l2018
33 U� 31 Clnsed Circuit Tele�isi�n CG'1'V Ins ection — Sanitar 5ewer D311112022
33 �3 10 B�ss Pum in ofExisti Sewe�' S sterns 12120/2012
33 44 5Q C�eanin ofPi es d311112022
33 �5 1� Utali Trer�c� Ex.cavatiaz�, F�m.bedr�n.en and Back�ll 04�'0212U21
33 �S 13 I'rame, Cc�v�r �tnd Grade �in s 12�b912�1
33 05 17 Cvn�rete Collars D31111��22
33 d5 �D An er �3arin 1�12012Cf12
33 �5 2I Tunt�cl LinerPZatc; 1212012(l12
33 �5 22 Stteeel �asin Pi 121�U12412
33 �5 23 Hand Tunnel�n 12l2D12012
33 �� 24 Installatipn vf Carrier Pi e in C:asin ar Tunnel Liner Plate t�bJ1�1�O13
33 �5 2b Utilit MarkerslLacators �2120,r2�12
33 45 3(] Lo�ation of Existin Utili#ies � 2.�2f112�112
33 I 1 4S Rol#�s l�uts and Gaske#s 12i2[}12�� � 2
33I111 nuG�tt���F�rt;� � �t��z�i�oi�
33 12 2� Resilie�nt 5eatad Gate Valve 45IQ512015
33 31 13 Fiber lass Reinfor�ed Pi e fr�r Grawi Sani Sewers 1212�r2012
33 31 7� Cvr��bination Air �alve for Sanita� Se�ver Force Mains � 212a�2t]12
33 3� 1� C;asl�in-PZace Go�c�cLc Ma�holcs 1�I2�12p12
3� 39 2t} Preea�t Co��crete Ivlanitales 1 212 012 0 1 2
33 39 5a Liners fDr Sani S�vlrer StruCtut�es 04f29I2021
Appendi�c
+ GC-4.U1 Availability of Lands
* �G-�.Q2 Subsrufa�e and Physio�l Canditions
• GC-6.p6.D Minority and'Sl►romen �wned Business Enterprise Campliance
• GC-b.�7 Wage Rates
+ GC-5.�9 Permits and'LTtilities
* CYR-�1 6{� UU Praduct Requirements
• Surfaee Spill and Inad�vertent Drilling �luid Return Cuntingency Plan
� Tarrant Re�i anal Wate,� I]istrict — Righ# af Limited Entry Perr�ut Ex�mple
• Tarraiat Rc�inna� W�ter District — Criteria %r Canstruction'VV'it�in and A1ung the
Limits of Existin� Federal I'lood Protectron Praaects
• i�SA�E -- 5`�'FP �15[]-2-1— Cri#eria for Desi� a�d Cansirucdon within the_Limif� of
l+sxistin� 1� ederal Prnj�c#s
ENv (]F SECTIQI�
CITY OF FpRT WO]�TH CLEAR EORI� FORCE UiIAIN
S'1 Al�IL7ARP GOl�iS'1'i�CJCTl4�l SPP.CIPICA"T'!QN �O� UM$lY7'S C11'Y PItUJEGT hip, 1U0p99fi
Revised.iune 10, 2U22 ADBENDCJM Na. 1
Ci#y af Fvr� Worfh, Texas
l�lay�r and Caunc�l �amrr�unicat�an
DAT�: 7uesday, September 27, 2�22 REF�R�HC� N�.: Nl&C 22-0783
LUG NAME: 60CFFMAIN�JL�LJIS
SllB EC7:
{C[3 8} Aufhorize Executian of a Cvl�tract with S.J. �.ouis Construc�on of 7exas, Ltd. in the Amount of
$29.,829,815.7'I for the Clear Fark 1Nastewater �orce Main Pra}e�cf, Ado�t Resalution Expressing �f�cial
Intent ta F2eimhurse Expan�itures with Procaeds vf Future pe�t, and Adapt Approp�iation Drd9nan�e to
EfFect a Rartion of 1Nater's Cflnfri6ution ta tf�e Fiscal Years 2��2-20�6 Ca�ital Improvemenf Pragrarn
I�EC�MM�NDATIQN:
It is recammended that the City Coun�il:
1,Authariza 8xecution of a�ontract with S.J. ��uis Construc#ian af Texas, Ltd, in t}�e arr�ount of
�29,829,815.71 far the Clear Fark Forc� Main project;
�. Advpt the attach�d resolution expressing oificial intent to reim�urse expenditures with proc:eeds from
#uture debt for the Clear �nrk �orce Main project; and
3_ Adopt the attached appropriation ardinance adjusting appropriations in th�e Water ar�d 5ewer
Carrirnercial Paper Fund by incneasing apprapriatiar�s in #he amount o� $31,Q3�,957.Qd in th� Ci�ar
�ork Fprce Main proje�f (City Project Na. 1�Q9$B} and decreasing appropriations in #he Unspecified
praject (City Project No. IJCMLPR} by the same ama�n# ta effect a portion of Water's Contributian to
the Fiscal Years 202Z-2�26 Capital Improvemenf Pragram.
DISCUSSIOId:
This Mayor and Cauncil Communication �M&C) is to authnrize a c�nstruction c�ntract with S.J. Louis
C0�1StRJCflQl1 pf TBX�S, �td_ and apprapr[ate franding far the Clear Fork Force Main praject_
This project is the ser.and part of a two part project that is knawn as tha Claar Fork �.if# 5tatian and �lear
Fork �orce Main proj�ct. The City received k�ids for the �irst parf of #h� pmjeGt; the Clear Furk Liit Statio� ar�
April 2�, 2D22, tl�at was award�d tn Eagle Contracting, LLC on June �i4, 2�22 (M&C �2-p4�4}.
7he Lift Statian and Farce Main projects will provide additional wasteweter c�nveyance to eliminate
r-8pea#�d sanitary sewe� ov�rflows tha# hava occurred o�er the years in tha lvwer reaches of khe Cf��r For[[
Drainage Basin. In add9tion, fiaw prajectians have indicated thatthe existing coll�ction sys#em is undersized
in ihe �l�ar Fark cvrridvr from the Universityllnterstate Highway 3fl �ntersectian to V4fest 7�' Street. Wh�en
aarr+pl�ted the new lift stafi�n and i�vrce main can a[s� be utili��d #o perFvrm bypass pumpir►g opera#ions
during rehabi[itatior� wark an the existing twa sew�r trunk rnains praviding significant futura constru�tian cast
sa�ings. The Force Main projact will ex#,end from th� Clear Fork Lifl Statian northerly to 5th Street as shown
an the Mayar ar�d Council Communicatfan Map.
Constructian of the project was advertiaed far hid on .�una 23, 2022 and June 30, �022, in the Fort U4�ori�h
5tar-7"elegram. On July �8, 202�, the foilowing bids were feceived:
Bidder Bas� Bid �ar�trac� Time
S.J. �auis Cvns#ruc#ion of Texas, ���,829 815.71 ��� �alenc�ar
Ltd, ' Aay�
McKee Lltilify Consfr�ctors, Inc. $�5,�9�,92Q.00
Mountain Cascade of �exas, LLC �$38,Q35,845.D�
Qscar Rene�a C�ntracting, Inc�$39,393,�5�.�a �
In addition to the contract cost, $90B,843.29 �s r�quired for praject rrtanagement and ir�spection and
$�98,298.0� is prouided for praje�t cQntingency.
This projec# will have np impact �n ths Wa#�r Department's operating budget wC�en camplefe. This project is
part af the Water Department's Sanitary Sewer OyerFlaw fnitiative Program,
T�tis proJ'ect is an€ic;�ated to he included in � future re�enue band issue far the Water & Sewer �und.
Availa�l� cash with�n the Wafer and Sewer parf�olia and fhe City's partfalia along with the apprvprlation
aufi�ority authorized under fhe Callable Gomrriercial Paper P�ogram (CP) will he used to pm�ide interim
flnancing for this project u�rtil dehf is issuad. Once debt associafed wifh this �rv�ect is sold, laand pror,�eds
will h� used to reimburse the Wai�er and Sewer portfalio and �he City's portfalfo i� accordan�e with the
a�EaGt��d reim�ursement resolutian, Under federal law, deb� must be issued wii�hin appraximately three
years in ❑rder far these expenses ta be reimbursa�le. Adaptian of the attached resolutian d�es nat n�ligaie
the City to sell bonds, but preserves the ability r�f the City to reimburse itself fram tax-exempt bQnd
prnceeds,
lt is the pra�tice oi the Water Dapartmenf ta appropri�te i#s C!P piar� fhroughQut the fiscal year, inst�ad af
with9n th� annual budget ard�nance, as projects cammer�ce, additi�nal Funding n�eds are identifie�i, and ta
Gamply with bond �aavenants. The actions 9n the M&C will amend the Gity af Fflrt 1North's Fiscal Year 2022-
2�26 Capi#al Improvement Program as follows:
GQCFFMAIh!-SJL�Ll15
Capital Funci Project F�'2Q�� GIP Budget Ch�nge Re�►iset�
Name Name Authority FY2022
Apprapri�tians (IncreaselE]ecreasey Budget
5��20 — Water & 100996 — .�..
S�wer Rev�nue Clear Fark �&� �2_
Bands 5�ries Li�i 5tatian $D.O� �4�� $�3,917,999.QD �13,317,�99.DD
2�22 Fund ar�d Force
�lain
�UQ996 —
5fi��� - W&S Clear �ork
Gatnrnercial Lift 5tation $fl.OQ This II�1&C �31}D34,957.4a $31,d34,957.00
Paper and Force
Main
Funding fac th� �lear For[c Lift 5fation and For�e Main praject is depicted below:
_ FUMD �xisting Adolitional PrajecE Tatal*
Apprflpriations A�propri�tions
__ .... _...__._.._..._._---.._._ .
IN8�5 Capi#al Praj
�018 — Fund $3,551,57Q.QQ $D.D❑ $3,599,57U.�0
56fl'f4
UV&S Revenue
Series �022 � $�3,917,995.�� $�.aQ $13,997,999.�D
Fund 5fiaZ0
V1r&S Cammer�ial — ---- - ��--- - 957.0�
Paper �'und 56D2� $0.40 $3�,Q34,�57.Q0 $31,034,
Praject Tota! $17,�09,569.D� �31,D34,957.00 $A�8,5A�A�,526,00
Susiness Equity - S,J, Louis ConstruGtian �i Texas, Ltd, is in campiiance with City's 8usiness Equit}F
Ordi�ance by committing to 13 percen� Business Equity parhicipatian on this praject. The City's Business
Equit� goal an this �roject is 13 percent.
The project is locat�d in COLJNCIL �ISTRICT 9.
FISCAL INFQRMAiIQN I CERTIFICATION:
The Direcfor af Finance cerfi�es that funds are currentiy a�ailabfe in the W&5 Cor�meriGal Paper prajec#
w�thin the W&S Cornmer�ial F'aper Fund and upon appra�al nf the abvve re�ommendations and adap�ian vf
fhe attached appropriatian ar+dinance, funds wiEi be availahle in fhe W�S Commercial Paper Fund for tha
�lear Fark LS ar�d F�vl proj�ct to suppvrt the �x�cution of fhe cont�aci. Prior ta an expar�diture being
inourred, �he Water ��partment has ff�e resp�nsibility a# verifying the a�s�ii�hi[ify of funds.
FU N❑ � ENTIFI�RS �F[Os ;
TU
nd Depar�men# cc�un Prajecf Prog
n d_D� q m�n _��_aun P_r_ c. �r_as�
ef I R�ferenc� # �Amau
FR'� �— -- -.. �d _. - ---- �--��--- ��. i � � Year �
Fund De�artment ccount Projecf Frogram ctiyity Budget
_ ID � i0 � � Year �
GERTIFICATIONS:
SubmltCed For City Manager's OfFice 6v_ �7ana Burgh�oif �80�8j
riginating aepartment Head� Chris iHard9f {50�4)
Addifional Information Con#act: ��arrt Canlon [�824}
ATTA�HMENTS
1 _ 60C�FMAIh1-S�lL4Ul,^� �85.�f (CFW Internal)
2. 6dCF�'MAIN-SJLalJlS Compiiance M�rna.� �CFW Internalj
3, BOGFFMAW-SJLUUIa funds ava�l��ility_pdf (CFW [nternalj
�4. 64CFFMAIN-SJL�U18 MAP Revisec�.pdi �Pub[i�)
5. BUCFFMAlIV-SJL�U18 SAM.pr�f (C�i Int�mal)
6. b�DCFFMAIN-SJL�L1lS U�dated FID.xlsx (CFv►+ �rrterna[]
�.4RO.APP60�F1�MAlIV-SJLOIl1�,�5�02'LAD22(�ij,�lrf (Publicj
8. ��pri 'i���,� (CFVII Infernalj
9. RES.60CF�MI�IN-SJLOUIS i2},pdf (Pul�lic]
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f�4,ssemblcr: Far� C'ontruct Documera2 c�recutavn, rcm�v� rhis pagc and replac� with the up�raued
�IrI�C' j�nr the awrxrd r�/'ihE �arnjcct. 1��C' rnserr .ch�,ff he n•; hL�� paper'- j
END OF SECTI�N
CT"IY OF FC}lt'i' lxlORTH
S'f'APIUAKl7 [:[7NS'I'[tLICT1bN SPFSCIFICATIdlV T]OCCfM�N"1S
Revisc�.Tuly 1,2q1 I
CiEAR FdRI� FDACE MriIlrT
C!T'Y PRflJECTh�d. 1fl0946
��,��� �o�a����tca�. �[�rri (c�� xoa���-2) a«r�N��[n�n� �ra. a.
CiTY [)F f (�l�'T �YCIl�'I'H 1�AT�HI7�YARTM�N1`
ADl]ENDUM Na.1.
'l.'� TH� SP�;CI�CA�'iDNS �1�TD C�N'[']�.A.�."]' :130C�NTS F�R:
CLEAR FQR� F�RCE MAIN
(:ity P�raject Na. �U499�-2
Addendum Nn.1. Xssue l]ate� .�ui3= 6, ��Z�
13id Receipt Uafe: .�uly �8, 20Z2
Tk�is addendunrl £azz��s part of th� caz�txa�t tio�umcz�t5 rcf�re��c�d abc�ve at�d znndifies tt�� c3riginal Contract
Dncuznents, Failure ta aclrnowledge receipt of this addendum hy cnrnpletit�g the req�ested infarmation at
thc rollowing ln�:atit�nb shall be grUuuds Fox rcnd�rin� the hid nnu�respon�ivc:
J,. �io. th� space pr��ided iva Section �� �1 00 -- I3id Form of the Bid Proposal
2. Execute ac�r�wicdgerz�enf belaw and subtxut signed capy �vit.� your propasal at t1�ie % of thc bid
submittal,
�1VFORMA.�'I4N
1. �rospe�ti�e hit�ders must be on the Port Wa�th Water Dc�at�rncrrt's pre-quali�ication l.ist. The
requiremcnts arc dctailcd in Sectiozzs 40 45 I� axad �0 45 I3. T�urthermare, this projec# has s��ecial
�requa�ific�tian requiz-ernen.ls zn r���d to pez�ar.ming k�c�xz�ox�tal clirectional �iriliittg {IiDI�) work as
follavvs;
o Praspecti�e HDD Conkrac#ars wishit� to perform Hl7D tx.�ox�C a� a subcontractnr sha11 suhrnit a
prequalification applicati.on in acc�rciance wi�h, S�clia�s fl0 4S 11 and Od �5 13, exccpt ihat the
financial compon�nts indicated in thase scctions arc nat rcquircd. HJ_]I] sn�ca�.txa�tar's
pxequaliCcaCion a��licatinn shall also include qualificatinn informatiob as indicated in Section
33 OS 4f�, ArCicic 1.9,A Th� campl�te �xer�ualif�catior� applic�tian pacJ�age sk�.l �e submit�d
ta Liam Can1�n {liann.conlon�fortworthtexa�.�ov,) and Jos}� Kercho 'ash kear �a 'mi -
hvr�a.c�z) no latex tk�an.1.1:59PM CDT �o� Thursday 1u1y Lq�th.
v 5hould Che prospective HI]L] Contractor wish to p�rform as a Prixne Coz��raetax on this project,
aJJ �i.n.�uc:ial statement require�ents as indicated in ,�ection �0 4S i I shall �e su��rr�itted tn .Tahn
Kasa�ieh (i�hn.lEasaaichfa�ftxitworthtexas.�) no later thar� ] 1:S�PM CDT on Thursday 3uly
�lst �qualific�tion infor�nation as in�icated zz� 5ection 33 L�5 �6, Arti�le 1.� is still reqnired ta be
submttteti by Tuly ] 4`� as indicated a�nve}. Contrac#or sl�all reference the Clear I�ork L't�rce
Main project in their apglicaiiQn. F'ailure ta submit a cozn��l.ete �nancial package hy t�se time
indi�ated inay result in the CUntractor nat being permitted ta perl'orm a� a Prime �antractor at
th� time t�f bicl r�penin �.
o Gar�trac�ars per.uaiited to pez�'vzm pzoposed HL7D wc�rk on � prajcct �,�+ill bc �ro�vidcd in the
forrn of an addcndum �n I'hursc�ay ]u1y �lst. Pros�ective bidders shall i«diaate H17i7
ca��tractars from tihc provided list 'vx t�cix t�id pro�osal in Sectian aQ �45 1�. Failut�e to iderrtify� a
prequali�"ied HDI� cantractor �ay result ix� tl1,e hid bcing rcj cctcd as nan-respansive.
P�ge 1
t:r.��� �ox1� F�o�cE �x�t (��� �.oa���-z� �nnElvnt�n� No, x
c:r�vr;u�.x�
1. The Drawings? Frajeci Manual and ,drldetada c�n be found at the fnlY��ving Iink:
o ��t s.11dacs.�3�fl.autodesk.cnmish�resl��#a07c-1043,412a-Sdec-30a3de479 3�
SPECIFICA'l'x4�S
I. Specificaiaion 0[140 00—T�e�le of ("nn�ents
o This specification is hereby xep,laced with the tablc of contents attached �n this doGument
�. SpecilicaLion 00 �� I3 — Instructions to Bid�ers
❑ This specifcation is herehy .replaced with the ix�strixe�aoz�s ta hictders Speci�catzon attac�.ed
to ilus documc:nt_
3. Specigcatinn [1Q 45 11 —�idders Preqn�lific�tians
o'�'his specificatian is hereby replaced �ith the bidder's prequalif Gaf,ions specz]�iCation
�.ttached to �his dc�cument,
4. Speci�icat�an 40 73 00 — Sr�pplementa�ry Canc�itions
o This specifi�ation �s �erela� z'eplaced with t�e su�sie�enta�y eanditi�ns a�tackzed to t�us
dvcurr�cnt_
5. Ap�endig
a The followx.n�,r itenns shall here�sr he included in the �roject appendix:
I} Taxzant Rcgianal Waler DiStricL — 35-In�i1 Clea� �'grk �'oxcc Main, �}�$�,��,�iiF��021-
�009 Auihori�ati�n Lettcr
2} �'arra.nt ltegional �ater Dislrict — Cri#ezia for �:onstruction Wit�in and A.1or�g tkae
�izzzits of Existing Fer�ezal Flc�nd Pxotecti�n PzUje�ts
3} United 5tates Army� Corps of F,ngineers — SWFP �15�-2-1 — Crit�ria for Design
and Con��ruciion u�ithin the Limits of Existtn.g �'ederal Proj e�ts
Ci3IVST�i1CTIal►T PLAN�
�. SHEETS 3:
a�dd the foldowi�tg under �RY�L] 5ectia� 408 �r�nject �ene�allVa#�;s:
10. C,'r�n�rac���- shrxll fo2lov� �'RWD a�1d U��tCF �equirerr�erat,s ,f'ar� car:,s�rzectiaM withira
exi.�iin�,f fcderAi ,fl�odwQy as indiec�ted in "Ta�rurat Re�in�,al �Yaie� I)is[�-act —
Critcria _f'or ConsEruccin� �thin �n� �la�� r�e �a��rs ofrxaSc��� r�����i �r�o�
1'�-o#ectiora �roji�ts" ar�d "United S[cctes Arrny Carps of Tr�gineer.s ... SYT�F'�' I�I.SQ-2-
1-�• Crfter�ia fdt' Desi�ra ar�d C'or�siructiart withir� the Lrmi[s o�' �xi,sting Federa2
Pr-ajects" as i�acl�ded ira the 1'rojecl �lc�nurxl �lppendix.
1�. Confr��accor slzadd schedtale a rnee�i�g �vitFz l���J� �L�ean �xhrz — 817-�29-�5t55) at
Iea.st nr�e-we�kP�in�' ta �tzobilizing� lvathira �:xisting federal f2rx�r��vray limits.
1�. The Caratractor and r�Z2' s•aabcontra�tar's i�tcnding �n wo�-1� withan cxasiin� feder�tl
f�oodvaay Ix�r�its shcxd! �e required Ga execute a L�mited Right n,��En�ty Permi� a�td
prnvide eer�G�far�rie.s of irasa,�rarac.e meetirag TR�1� rec�uircmcnt,s �sarrzple �fcens� is
p�'avid�d tn the�lplaerzdix o,�`t%e �'r�jecG �'l�Iaia�tal�.
Pa.ge 2
Cl,l��,� X{ C1R.�� �UnCL 11+1A11�I {�G`riN IU�9�G-2€j..�DDTi�b1[]-IV� NCl. i
19. Cra�alrcrc�ar .�lia1[ ke�p a�cv�1}? of'tir� T��� arrcf• �C�:L+` �l�ifhr��•iac�ffnrr i��le�a r�rt-
�a�r: a� all flitre,�,
!.�! il�'� �g�rrpnieir� o� ��rr�le�•la[s� sF�ald be lr�ft ���lfla�rl. fhe ,exfslf���. facle��i�rrorhs+d�+ rh�rtf�
n>>er���glz1 i��J�J�a�rl�a�•faT� ?',�2�rI� crar�h���lau�To��,
IS. T3��iait�� ��ctrls a�J�crl1 rruf b� cdusecl a� a�zp tlr�ae a�•,u.reszr�� p'f.11al,s �z�a.�ecf,
IG. 'No!(j}j �'J2��YL1 xr�wz co�s�r�rr�7ivi1 ca��aptet�Qiz �o addn�v r� �ep��se�il�l1.1�� �� perfo����a a
jYr�crT sr�e l�r�x�lec�ti���a,
I3IDTlESt QU�S�.7UTwI�
�. l�[�at ii t13� l�n�inee�'s �j�ii�inii af€'i�babic �'Aisstr�ictian �:as[ fo:• fiie Praj�ct?
�. ����, �or�, a��
�11 otlier �i'[]Visid115' �f'tlTB �o]Yti'tiot dDCLllilbrif�3 pl�«� find s�ecl�ia��i�n� al�si� s�cmal�l intolfang��.
Tiiis ttddesid�s a�ad tH� ganu���t� doaitiuents
It���fA'i' CiCMCJW �D�FI�;
��.
[;�pt�ai�y: S.J. Lauis Constxuction ofTexas, L#�.
City o{`k����t �+at�th�
Christop�i�r I-]a�•der, �:13.
Uii'e�toi; Water D�pa►•tme��t
�y;�� 'i�.� .
," ,� � u .0
i�n�i� �liala]a, �'r.
A�'sfsta� l7li�eett3t; ��er I]en�r�u�aa�t
P� �� �
CI,�'��4,R �ORK F[IRCE 1V�A,XN' (C�N 140996-�) A�3]�� NO, �
CxT'Y U�' F�RT'L�VDRTH W,ATER DEPARTMENT
A.�]DENDUM Nu. �
T� THE SPECIFZCATXONS AND C(7NTRACT l7UCC7MEl�TTS F[lR:
f�11��l►�a3[/] ���i��iil��■!I•�1►1
City Praject �To.1.�D99�-�
Addendum 1Vo. 2. Issue I)ate: ,Tuly 11, �U�2
Bid Receipt Date: Ju[y 2$, �4��
'Tbas ad�enduxn £vz�ns part o�ihe coniEract documents refereneed abo�e and modifies the oz�gix�al Cantract
Documents, Fai.Iure to acknowvledge re�eipt af this add�dwrx► lxy c�mpleting t}�e requeste� in%rmat�on at
the �v�l�wzng locations slzall be graund� far rendering the l�id non-responsi�e:
i. Tn the spac� pravided in Sectian 0� 4I 4� — Bid �arm af t�.e Bid Prapasal
2. E��cute acknowledgement below ar�d submit s�g�e� capy with your �raposa� at the time ofthe bid
submittal.
3. Bfdd�ar ghall l�st the uame(�j af the praqu�lifie� prime �anixactax �nd the pr�uali�cd ffilD
su�contractar on the outsxd� of tha e��elope the bid pxoposal �S submitted 3in� as iaadieafetl
k�elaw in rer�i�ion� tn Sectinn Da Z1 13 -- Listructia�g ta Biddex�.
SPEL'IFTCATIONS
1. Spec�l�¢ation i�0 21 Y3 -� Instnictions to Bidders
o Paragraph 13 — Subrr�issiaza afBids xs hexeby �placed with the follovcTixig
"�ads shall be sslbmatied ort the prescribed �ir�Farm, pravided �ui�� the �adding
Doc�ments, af the tim� anil pd�ce indicat�d in the Aduerii,sernent ar INY�TA�'1'�N
�O �,�D,D.ER� addr�ssed ta Purchusing �cxraager af the �ity, and shal2 l�e
e�e�ased in cr.n o�aque s�aled �aavelope, marked �aah �he Caty Pr�o�jeci Na�rraber,
Pro,ject �itIe, the narne and addr�rs ofBidde�^, �l�e raar�ae o{prer�uul�ed ND�
saebcar�tractar, arui accomprl�ie� by the �id �secacrit,� and aiher re�uired
doc�amer�ls. If the Bad is sent thro�agi� the maid ar other d�livery system, t7�e seaied
�r�u�dc�p� s�aurl b� e�c2os�d ita a separate envelope wa#h t�ze nafaiion 'B�D
ElU�C.�OS.ED"ar� t�ae face af af. •'
� This specificatinn is hereby replaced with t�e instruc�ions fa bidders s�ci�icatiax� attached
to this documeilt, r�hieh includes th� chauge indicat�d abo�ve.
B�"Db�',i� QUE�TI�N�
I. VL�ill th� HDD prequalification submzttal package be pexfoz�nnn.ed as separate xe�riews far the
Gompany experience and the persannel ex�e�iez�ce?
a Na, HDD �?Pi2�'1dC1�IJi��''l018 S'ddbTY1I�7LLI f7Q�I{R�e iN�RIC�1 IS i'@�'YdTP12L� tD I?lClu� CD�Tl�(1PZ� C1i8Lb�
��rsannel experie�ace cas i�diccefed in �ectic�n 33 �5 46, �irticl� 1.9.A, wi�d be revfewed as a
camprehensive s�abrr�attal and �he prospective h�D CQntrrrct�r must dema�astrate meeiittg
add manitraum qt�ad �c�ti�rr� . far ba�h t�e campar�� and per�sonrae[ pro�osed to �erfor�n the
work on tk�is,�roject.
�. Wili a joint su�rnittai tay twa or more teamin� I�D Contractors be accepted^�
o IVa.
Page I
c�� �o� �Ul,�� 1�AX�V (c�N 1au9�G-a� AD�i�;1+��nS rTa a
AlI �kl�e�'pz'ovisians oftlze �r�nia'act dqcuineiz{s, plans and speGifications sliall reinain unalianged,
T�zs adde�da and the coizt�-act documenfs
itIlGEIPT A�LI��WLI3DC�EI]:
��
Gvmpany� S.J. I�uis Canstruction of �e�s, Ltd.
City pf T❑ii ViTnx tl�
Christoplier ��arde�, P.E.
na���r�, w��t� ne�akt����f
�
IIy: �1� � n n �
Tony SE�oIn�a, �,E.
A�sist�uut I7irentar, Wat�; Da�af.t�len�
Page �
CLEAR X+'C)RKFQRCE lYIAIN {CPN l[i4996-Z) AIIDLND� �Td. 3
CITY DF FORT WOR.TH W ATE.R DEPART11xENT
A�DDENDUM Na. 3
TO TAE SPEC]FZCAT�nNS A1�ID C�NTRACT Df3CI]MEN'I`S FOR:
CLEAR FO� �Qk�CL MATI�C
Cify Projeet No. xfl�996-2
Addendum No. 3. Issue I�ate: duly 2U, z0�2
Bid Receipt ilafe: dul� 3�8, 2�2�
T�is addex�dum �ar�ns part of the cantaract dou�um�ents referenced abo�+e and modifies thc azxginal Contract
Doc�men�s. Failure to ac.�na�uledge rece�pt af F7�is a�dd�ndu3n by campleting the requested infozxx�atian at
the fallvtiving locatzons sk�S� be �ot�nds fnr rendering the bid nfln-resp�msave:
�. In #he spa�ce pro�ided in �ection 0� 41 �� — Bid �'axm of tl�e Bid Propgsal
2. Execute ackxaowledgement b�lotx+ and au.hh�nit signed copy with yvur pzaposal at tihe �ime of the hid
subxnittal.
Cli�1►#�7�=1�
�—�
I. The f�nllowir�g Hvziaontal Dir�ctional Urzl��xs are herehy prec�,uali�Zed ta bid and r�nrlc as �.
su�cont�ractar an this �rniect unl�:
o Atlas Trenchless, LL�
o H�:u�f,ed Txenchless, LLC
o I.anep Direatianal Dr�lli�ng Co.
a Meac�rrss Group, Inc.
o Michels I]ixectiaual Crassings, Divisian ofMichels CoipBzation
o Mi1let E�cavat�o�t, Lnc,
a TCH Directianal Dri�ling
o Tb.e H�D Company
2. Prequalifi�d HDD Sub�ontractn;�s shall still b� rcquir�d ta s�l7rnit quaX.i�aeatians as intticat�d in
Section 33 U5 4f, Part 1.9.A. �h�ulcl �u�cessful HD�7 s�hcontraator wish io pravide
su��rinten�tits a�ndlar drill rIg opexatoxs which were not inclu�ieci in the prequali�ica�ion
aPplication �ubrxaitial, new pea�sanne�, sha11 be capable o£dem�nsfxating minimurn experience
required as de�ined in this S�ction.
3. Bidd�cs are rerninded that fhey sha1l list tlae name[s� of t#�e px�c�uali�ied prime Canira�iar �i13
THL PIZEC)UAL�ED HDD STISCQNTRACTOR on t3�e �utsid� o�th� envelvpe tl�ebid
prapasal is subzniilcd in as uxd.iaa�ed in resrised S�ction 00 21 13 — Instruct�an�s to Bidders as
pr�'vzded in Addexadu�m. Na. 2.
Page �
GL�AR ro�� �DR�� 14[AJ�V (GP�i iDo996-Z) A'DDE1�nUM No. 3
R�DIiF�t QUESTIDN�
1. Sheet 3 Ge�eral Notes N�. 19 Trtdicates existfng 3I�4" water �ervice �ines sl�.all h� replaced with I-in
�'ype � Copper. .. L'Iease cl�tzfy r�hcre this is intended to accur7
o�l�fan�+ of Ehe general rtoies cxr'e C�ty Sta�tdurds and wi2'� ot�2y appIy t4 the p��ject if
t�ppltc�bZ�, �Yo �vai�'serviee r�eplace.nzents are anttcipa#e�l ar� fhrs p�r�, jeet.
�. ��efe�ence �n�xal �notes 1.8, J9, �nd 2D nn Sheat 2 xegarding wnrlring houis axxdzoad claswr�s. The
road Glasures axe soznewhat addressed by tlne tz�a�£'zc Gax�ral drawin.gs, but we wouid lika to i�qu�st
G1aci�.cation. z�gat'diiag Iirnitatians �ar tlzis project.
Q The �aies rcferen�ec! ar�e reprndsrc�ions of sta�dard CiPy r�uireme���s and carn� rlirecddy
fmm .5ecfivn G?d 72 �� - Gelterad Canditions.
o Eizgineer ar�d City recngnFz� dhac por�tions af p�opa�ed turaneling at�d �aritrg oper�atiotts
may be r�qarired ro exceed startddid Caty warking lsouas a�sd wild be euaduuted vn a case-by-
case l�asrs.
3. Re%rence shutdown avd sec�uencing note 5, �rst �iuflet an Sh��t �. W�II t�e requircrrr�..ent fa
coixzp�etely reznava all matea�ials anrl e�,►�ipme�nt fram the pau•�C d�.ring t�,e stock show and xod�o i�e
�nfarced'?
a Note S a�t this sheet is iMte�r�ed �a cleat'�y a►�tica�lute �tro�ject cans�r�ai�tfs as ihey rrrat� to
woYk with�rc Tr�irrity �ark andshadl be enfarced as v�ritfert. G'an[rac#ar shull sched�le artd
coordinate tl�e�r wark r�reus fa Qcco�nrnvdate �r�a,�ect lrmifations,
�t. Piease �ro�+ide c�ar��cation r�garding casing size�. 4$ Tnah at�cl �asing is called for in t'he plan and
prafile �rawings as �ell as the bid ��x�aposal far the 35-Iinoh force znain, haw�ver Deta�I D2�3 ou
Sheet 41 indicates a zninirnutn af S4-�nch steel casing vr 5�.-Ina�i tuzir�el Iiner plate �or 36-Inah
pipelinea. �
��F8-Itaclt steel casing or t�rrnel2irter p1af� is perrnit�ed far tl�is a��lzcafiort as the Pmposer�
3� I��clt HDPE forc� main nutsfde diarazer�r is dess thafz DI�' ar F,ftP bellsleoatprings.
Hawever, Cnntr�cta�- ma}� edec� ta �rse darger stee� cErsing p�pe a# na additianal casi. AII
o�har- provia'inrgs af the detcail shctlI r�e,a�ain in force.
� Cantracfor is a�so remir�de�f that 5$-�i�ch s#eeI cot�du�ta�• cas�tag is �er�uirec�,far several
d�rec�ianad drill irrstadlatior�s. Conducta�• cas�ng �nstallation shall be subsirliary to the
pipe�ine installatia�s by HDD as indieated in �ectior� 33 05 �6.
All at�.ex pra�risions �f the aontract doGum�nts, plans and �pe�if'i�ations shall xerrkain unchai�ged.
This addenda ¢nd the contract documeats
REC�IPT CI4N0 GED; City o£Fort Woti'h
C�ristopher �axdar, P �.
$y; I]ire�toi; Water Deparim�nt
S.I. I�ouis Canstruction oPTexas, Ltd,
Carrr�any: $�; %� ����
Tony Shalola, P.�.
Assist��t Di��e�tor, �Vater Departmen#
Page �
cr,�;AR FQRK FORCE l�r�rni (r.FN' 1ao99G-�) ADD��muM N�. 4
CITY OF FURT'WaRTH �'ATERDTP�.TMENT
A�DE�LTM No. 4
TC] THE SPEC�.FxCATxC]]�IS A11�D ��1VTRACT l7�CUl1�NTS F�R:
CL��.A,� FQ� F[�RCE 1V�ALl�I
GSity Project Na. 104996-2
Addendum AIo. �. Issue Date: July �5, 20�2
S7id Receipt Date: Tu�y �8, 2�2�
This addex�dum �v�ns part o� the cantxact d�cuments refe��nced aba�e and madifies the ari�inaI. Conlra�t
Doc�T� �++#s. Failure to ackno�wle�lge receipt of this add�ndurn hy campleting th� requested in%rre�atian ak
the fallnwing locatians shall be grounds for rendecyng the bid n�n-responsive:
1. Yn the space prav�ided in �ectian OD 414� — Bid Farm af t1�e I3id Praposal
2. Executc acknawledgement b�Iow �d submit signed copy with your praposal at �e i�me ofthe bid
s�.brnittal.
�EN�'�RAL
1. Hidd�rs are r�rnindec� t�at tkaey sk�al� list the name{s} of the prequalified przxxae Coniractor AND
�HE PREOLTALl�'�ED HIID �LJBCOl�TRACTQR on. the outside o£ th� envelope th� bicl
[rxoposal is subm�.itted an as znclicated in revise� �ection �0 �1 l3 — Instrac�ions to Hi�de�'s as
�rowide� in Addendum i�a, 2.
,�P�CZF���,7'�[U�CS
l. Specificaiiun UQ �2 43 --Pmpnsal Form
� This speci�i�atiQn is hercby �eplaced with t}ae pz-�posa� £ox�.n attack�d to tbi� doc�arnex�t.
2. Spaca�catiott 33 31 id -- Hig� ben�fty Palyefhylene �PE� Pipe for �ewear Force Mains
o Part �..2.S.�.a shall ioe removed in its e�tuety and replace>d with th� fallavtiing:
a, �se on2y manacj'ac�aredlfabracatedHDPE�[tings in acc�ordarace wtth�4ST�fD32G1.
Duct�2e 1'rvn Fitfing„s shr�1� raot be pe�rri iti�d
3. Speciitca�ian 33 39 2X —�alymer Con�xete Manhules
a Part �.2.D shall lae acided as f�al�ows;
D. Nlattt�fa�ctr,�rer�s
1. �rrnornck
,�. �T.,S �nm�asife �pe, Inc.
3, No nthet� r�anuu�'acturer� sla�afl be permitted
Pa�e 1
CY,L�'ARF(}RK k'DRC� MAIj1j {C.�'N Ipb996-�j ADI3�TVI3LTM N4.4
CQN�`1'I�LJ C:TI()1� Pi�ANS
�. S��E�' �3 — J.]�TE Shccl 23 azxr112�PLACE with Sh.�et 23A as attached.
�. 4IZT�T`,T 2+� — BELETF Sh eet 24 and I�.PLAC� with S�.c� 2�4A as aitach�d,
3. ,�HEET 4I.:
� nelete nnte � on T�efai1.7�7tNI91.
SY17I)FR QLT�i',STTONS
1. Please ctarily 1kTnte 2 under Genezal from _�iddeizduzx� Na, 3. Is the personnel resume resuhmis�ir�n
re�uired al tirp��af hid?
a�Vn, the inte�nt of ih� r2ote vv[i.s' ta in�ica#e thrrt although cer�erin ��7JI? .�uhcont�•a�tnrs ltave
beert prec�r�al f ecl an th� l��xsis of iheir comp�rny and�ersrl�anel res�smr:s, that we r��derstcxnd
that at the tirn.e af cnnsirucfion, differentpG�sanr�cl may �e rnohilized to perfbrrr� t�e wdrk.
Additinna�2y, as p�rt o� Co�tr�acin�^'s submatlad ��qz�ir�erraents durir�g cnnsira�elinn ras
indirat�d ir� ��ctinn 33 D5 4�i, P,�tt 1.6, p�opos�d personttel will r�eed to be submittcd�o�'
c�r�c�amentation, �ven if no change,s have ar.cu�r�ed s�nce the bldding�hus�.
2. The ��ri�vr�ta] 1'I at �TA $+�5.13 wi.!] be cxtremely challenging t� fus� in tlae li�x�ited space. Cari
the ali�ment be strai�;hte��ad or madi�cd ta mininuzc or�sc�tent�alty eli�aainate PIs in this locatiom7
a Yes, �Shcets Z3 ar�d Z4 h�ve been re.p2acet� by+ �3A and �4.� c�s uttaclaed to this addend�rr�.
Updated �ic�prnposal has alsa been i�cluded to �efTeGt rniaaor guantxt}� charages.
3. PleaSe �7xnVlde 4riarlilp�C CI�p�1S �OT $1tCl1Qri ffiat7.�k4X@ 411 M-27� &13i1 th@ ST1ost uj];str�a.rn manh�Ie froin
sucLio» la�;ation tn assist ��ith si�i�ag of proposed bypass pumping system an Sheet 6.
a�See hclow rnarkacp with irppraxirnate tna�ahnle. rirn a�d,�'aw la�e edeva[ionsforre�f'erence.
7�"� $T,
wROPas�a � IMSTALL
BYPASS 7EMPORARY
E7flST1NG 5�� �4" P�uG
M-��9'��
E��STII��
5�" M--272B
R�n� � s�a.a3�
,� FL iNIQUT w�19.94�
a�'�4,
R[�R � 544'
FL fNIDUT -�52fl.�'
���' r�
4+
Page �
CLEAR Rt?RI� �'flR�E MAIN (CP�Y 10{1996-2} ADTlI�I+LDLIM f�i0. 4
4. Plcase con�rin tl�at notes 15116 viz Sheet �4 under.• praje�t speci�c ndte� ornly x�e£�r ta piraposed HDD
i�ore from �TA 35-�92.10 �n 57+54,80.
ca �hat rs cQr��ct, .�taa[Pros cvordir��tio�r a��c� fdugginglobservaitan is only r�quir�d,j'or rJP�
cross[�g.
5. Will du�iile iron f�ttings he permztted to be uti�iz.ed for the 35-�nch HD�1� force main?
o lVo, f�ttings sh�r�I be same srra[ef�ia2 as �iJ��line u�d in acea�danes wi�h Secciart 33 312d
6. Bid Itern No. 7- 27" �ewer Carriar Pipe references Sectirn► 33 31 2b w�'iich i� far HD�'� Fipe for
�'orce rnair�s, �'le�se clari£y the catxect speci�icatinn z•e£erence.
o:[2�as refel•eaace tiVas tttte�tded to be t� Sectiax 33 05 2� as� carrier,�rrr n� s���� as aF��a G�
pip� (F�P% as diICL2C[ILL'(� 2rx the Di'c�wia�gs. �'hfs �us beeis car�eeeted i� tlxe »vised bid
�ropasrrl,
7, i'�r the 3b" Gate valves a sa�d�e, �all corp stop and �opp�r riser are i�uired for weter line
izistallations. Does this apply to the 35" £orce ma�n'7
o These 3'er�zrirerY�et�ts rvpt'e Nemoved ir2 inad��d City s�andard I�etai11.�7�1�41. .�irldet�s �hal1
ig���t�e r�efeYe�tees to tlt�se ite���s itt ,5ectdQn 33 .I� ��. No[� ��tcr,� 2�ee� rer��aVed nn �etail
IZ7IYII�I�I cr.r purt af fhi.� �rd�endum.
All other px�nvisions ofthe coz�tt•act dacumcnts, plans and speci�'�Gations shall reu�yn uncl�az�ed.
RECEII''I' CKNOWLEDGSl�:
�3�:
�ompany: �•J. Lauis Construct�an of Tex�s, Ltd.
City of PQi� �Naa�tla
�hY'15tO�lal�i`���x�E�'� ��i.
D'u'e�toi; W�tar Depa��t�e��t
�
Byy '[7 h D �
Tony Shalola, PE.
Assistant Direator, Watea: �ie�artment
Pa�e 3
�U 31 1.3
INVJ'CATi�N TO SIDDERS
Pagt 1 of 3
sECTYorr �a � 1 �3
�CV�iTA.TION 'I'� FJDDERS
�c�r oF s�s
Sealed hids £ar the cn�st�ction crFthe CLEAR F�R� FflRCE MA�N ("I'roject"} �ill be
received by #he City of Fax-i'Wartlx ku�ch�sing pf�'xce urrtii x;3U P.ii+�. L'l)'X', �'huursd�y, ruly
�8t1�, 2a�2 as £urt�er descril�ad l�e1o'vv:
City af Fort W�rth
1'urchasing Di`risifln
2Dd Texas Stx�et
Part'L7Vorth, Texas'76102
Bids will be a�cept�d l�y: [JS Mail, Caurier, FedEx ��r �aand tleiivery at fhc addx�ss above;
Hids u�ll be opeued publicl�r and read alaud at 2:00 P1VI G�T in the City Council Chaml�ers.
GENERAL DES�RIFTIUN �F ���K
T'he rnaj or wark will cansist of t�ae �approxirnate� follorvving:
■ L4,33D LP 3G-Inch farce main (I E�PE} with associated appurtenancrs
o ��,364 LF by O�en �ut
o�2,�7� LF with 48-inch �tcel �asing �'ipe ar Ii�nnel Lianer Plake by �ther than
�pen G�t
��S,4Da LF by H�arizantal Dircctional Drill (HDI})
� 900 LF 2�1-Tnch and �7-Ir�ch fih�rgla�s reinfarced sanitary sewe�r wi� assaciated
appurt�nan�es
a 775 L�' hy Open �ut
o�125 LF with �2-mG'� Si�l Casing Pipc or Tunnel Liner Plate by �tbear than
Open Cut
PLtEQUALTFICAT�4N
�ertdin imp�rov��ents iu�cluded iu� tbis pxaject znust be ��rfo3med by a r.anixa�tor ax desi�ated
sub�antra�tar whu is par�qualified by t�►e Ciiy at the time nf bid opaning. The pro�edures far
quali.�'ication avd pi'�-qualificatia� are outl'tned irY the Sectian 3 af4� � I 13 -1N�'I`RITCTIDNS
TU BIDDERS,
Furt�ermar a�ditio�ua] r uire�ments fur x u�li��stion r� ardin i�tc ins#allatian af
HDP� piqe by Hori�oz�i�l Directianal Drill (IIbD� arc rcquired. P�equali�icati�n submi�tals
s�all he iur� �ccorda.nce wit� S ect�an 40 �l �d � Inst�-uctic�ns t�n Sidder� Sectinn,s,Part 3.5
Sectinn QO 45 lI �-Biddcrs Pa�cqualificafions, and SecLi�n 33 [1546-�inri�ontal Directi�nsl
Driiling (I-TDD]. Failure to cnrnply v��eth the preqnali�scafian re�uirements set tar��h sha[1
�-esulf in t'he rejeci7on of thc hid us nor�-respnnsive,
T�e Citv will ro�ide a list a# re uavi�ed Harizonf.al 1]ix�ciia� Drillf� ca�ukractars as
paxt o� �n �dde�dnrn scven (7] days pxior ta t�a dai�e of tb.e one�niu� of fhe hids.
GI1'Y QF FOR•r waa�r cz.�,�u ���x � oz�cE �.nu
5T�4AILiARD Db1�15T1tLICT'IOAI SP�CIFICAITiO1V I10C[IMENf CITY PRO�GT Na I00995
Ete�ised 7119�0�.1
Od I1 13
II+T�+iT1tT10N TO 8II}DitRS
Page 2 of 3
no�uM�;n�T �xA1vr��I�Ti�N AND �Z�aC�r].���;NrxyS
'T"he �3i�dir�g and CantraGt 1)ocu��ae»fs zra�.y he ex�rizimeci Qr obtaib�i. on-line by� visiiing t�ae City
t�#'Fnrt W�rrch's PurcY�asing l�ivision webszte at http:ll�rww.fom�rarthtexas,r�ovf�urchaszn�l �ad
❑1.icking an the linlc ta the advertised project inlders on tYae C:ity's ejectronic do�ume�zt
tnai�a�;�nient and cc�I.�aE�c�xati.an sys�ern site. The Cantrac# I]ocurnents may he downl�ad�d,
vi.cw�;d, and printcrl by inie,rested coutLaLtozs andlvr suppliers.
Bid Document�'acka�e
htt�as:lldacs.�350.autades€�.camishares1B931571 f-b2h1-4cb�ad3&a19d8dBd9�a9
A.dr�cnda ]r"alder
htt s��Jl,�o�s.tt��4�ar�tod��k.c��7ls �s115�,��2-��53_46a�-9odd-f382c4ff2fi85
Plan Hold�rs Registration Form and Plat�s Holders Listi
h�f.psJldacs.b360.a�todesk.camishar�sfQ�iii833-Q4�d-45�5-9596-�549a73e891 a
Copies of tlae Sidding and �a�ztract Dacun�ents inay be g�urchased �rrnn:
I�irn2�y-Ilo�n and A�s�cial�s, Inc.
Sq7 Cb�zry,�t,, �«ito 13Q0, tirut 11
�art i,�artk�, 7.'� 7G 1 �2
A.ttn: ]osh I�ercho, P,E,
PhaneNu�nber: SJ.7-33S-6S11
E-Maii �l�clress: Yash.k�rcho�a�kirnley-hQm.�om
Thc cnst nF E3idding and (�qniraci Dncurnenis i5-
Sct of I3iddin.g and Coniract Dac�uncnis with iull size drawin�s; $x00.U0
Set �fI3idc�ing $.nd C:ontract llacuments wii;h �alf'si��. {z� av�.lahle� dxawin�;s; 'IS a4.U0
E�P��'�S�XOlV� UF �� TEREST
Tc� ensure p�t�ntia[ hidders �.re ke�t up ta date pf any new inforn�ation pertinent to t:#tzs projecC, all
interested p�uties �re ree�uested to e�nail rxpressaons of Inter�st in this procurement to tne C:ity
�t�ject Mxnag�r au�. the Design ��giueer. The eJnaiZ shauld include the campany's name,
cnzitact persort and thaC indi�vidual°s email address and�hnne nurnhcr. All Addenda ��i11 he
t�istributed directly to ihose wha have expressed an interesf i.n t�ie procuxement 2indwill a15o be
posted x,� the �xty Q� k�rk W�z-�ka's p�uckz�sa,�.g webs�fe at http:llfartwort�texas.govlpurchasingf
�:rrY o�� r•oirz' wnx�rx CI.N:AIt 1'(J�ZK h'[)3LC:� 14AiV
STAN17AiZ1] [:i7?HSTBifCTIflN �PECIFICATIDN DOC[JivIF1VT C1TY PRO]�C:T tio. kpa99�i
R�v is ed 71k 917.Q� I
aa ii i�
rrrvrrAr�ar� �ro �r�n�s
Page3 aF3
�RESiII CUNFEREl►ICE --'V4�eh Ganference
A prehid conf�r�nc� v�ill be b�eld as discussed in S�ctiox� �� 21 13 - INSTRUCTI�NS Ta
BlI]!)ER5 �t the f�liowit�g rlate, ancl time via a weh canfereneing application:
UATE: .Iasdy 5''�, �D��
Tll1'IE: �0:0��lM, C��'
ln�itatians wit� Iinks to the weh con£erencing application wi11 he distributed directly ta those
wh� hav� su6tnitted �.n E�cpression of Interest.
If a pre6id conferen�e is held, the presental.inn and any questions ax�d �,uswers p�ovided at fhe
prel�id confe��nce v�ill be issued as an Ac�den�una to the �all far bids, If a prebid �onferen�e is n�t
�eing held, p�mspective bidders can e�mail quest�ans or camrne�nts in accordance witF� Sec.tian �
of the Insixuc�ians ta Hidders referenced ahove to the praj ect manager(s} at the e,mail addresses
listed belaw. E�onxiled quest�ons w.ill su�"tce as "questians in writing." If necessary, Addenda will
be iasued pursua�nt to the Instructinns t� Biddcr�.
CTTY'S �GHT TD ACCEPT �R RE�rCT BIDS
C ity r�se�s the rigl�t to waive irregulariti�s d��d to �flcept �r ��ej�ect any or all l�ids.
A�VARD
Cily �ill award a�antract in the Bidder prescnting the lflwest price, quali�catinns and
c,�mpetencies cansidcrcd.
IlwiQi�iES
A11 inquiries r�Iative to this procurement sliauld he addressed Co the fallowing:
A.ttn; Liarn Conlon, Gity af �ort Worth
Email; Liaxn.Cnnlan(c�fartwQrthg�v.arg
l�hone: $17-3�2.-6H24
AN73�OR
Attn: Josh Keraho, P.E,, Kimley-Harn and Associat�s, Inc.
Em�il: j�sh_kerchoQkimley-hom.com
Phone: {S 17} 335�511
�4DVERTISEMENT DATES
Jasnc� 23'�, 2�J�Z
Jaatae 3a'�', 2022
END OF SECTIaN
�ITY OF F�RT WORTH CL�AR'FDIt� xdILC� i1�iAY�1
STANDARD GY7N5TRCICTIQ3� SPF,CIFICATIO-N DOCUMENT CTI°Y PROIECTldo. 100996
Revised 71191Z42.1
on x113
IldST&CICTIONS �'O BTI7DFs�L3
Psge 1 of 11
sECTx��r ao xi i3
]NSTRUCTrONS TD BIDDER�
]., Aefm�d Te�arma
1.1. Capitali�ed texms used in these LNSTRU�TI�?NS T� SIDDERIS are clefined in 5ection
00 72 OD � GFNLRAL CflNDITIQNS.
1.2. Cattain additional terms used in thes� INSTRi7�TIONS TO BIDDERS have t�te
meanings indicated la�low which are applical�le to hnth th� singrxlar arid plural thereof
1.�.1. Bidder: thny persan., �xrn�, pax�ixership, cc�mpan�, associa�ion, or �orpozation a�ting
directly thrnngh a duly authori.�nd z��resentative, sulamztivag a bid far perfoi�g
the ,uvork canterr�plated under the Contra�t Docur�a�nt�.
1.�.2. Nozkxesiden# Hidde3r: Any persvn, firm, partn�rship, �ompany, ass�aciation, ar
corporati�n acting directly t�rough a duly autharized re�xeser�tative, suhmitring a
�aid for perforrning the woxk cont�snplated u�a.de3r th� Gnntieact Dacuments vvhose
principal p1ac� �€ husin�ss is not in fhe 3fate af Texas.
1,�,3. 5uccessful Bidder: The �nt�vest respansible and respon.sive Bxdder �o �vhtim City
(�n �he �asis of City's e�va.Iuatian as 1�ereinafter provided) makes an a�vard.
2. Cnpies af Sidcli�g Dacuments
2.1, Neither City x�or Eng[t�eer shall ass►ime atxy zesponsi�rility f� exrors or misintexJaretations
resulting frarn the Bidders usn of inc.omple� sets af F3zdding Dacurnenks.
2.�. �ity and F�tagineer in making co�ai�s af F3iddi.ng Docunaents available da so anly for the
purp4se of olataining �id� for the Wark �d do n�t autharize ar canfer a Iicen.se ar grant
far any other use.
3. Prequaliflea�ion aF Biddears (Prim� (:ontra�nr� and Su�canfracfors}
3. X. Bi.dde�rs o� thair d�signa.�ed subc.o�tractdxs are requixed to �e prequalified far tb� wark
tY�es requT-zang Prequalificatian as pe3r Sec#ao�us OQ 45 ]. ��xDAFR�
PREQ�TALIFTCATTONS and Ob 45 12 PRP�LrALI�'iCATI�N STATEMENI`. Firms
seeking pr�-qualii�cation, m�.�t su�mit th� �lncum�ntatinn identif ed in Section �60 +#5 1 I
on Sectian OQ 45 � 3 PREQ�TALIFI�ATTON APPLICATION at least se�vean ('l)
calendar day� p�riar to Sid npening for rno� work items. However, S�dders
requestfng tn be Iisted as preq�al�ified fnr Horizantal. Tlirectinnal Dx�ling aud
pexfnrming the wark as a su�se4ntractor m�ust suhmit docurn�enf�tian in accnrdauce
wit'h Paragraph 3.5 at least �aartee�► (1�4) calendar days priar i:o Sid apeni.x�g.
Bi�dexs re�uestin.g tp b� Ii�ted as �ax-equa�ed �"or Horixanta� �ecfian�l Drilling
�nd pex�'axrning f1�e w�rk as �xLcae Coniractor a}�all alaa sul��nit finandal
i�rfurinhtaan s��ven (7j c�.ex�d�r days pr��� to bid apen3ix�g. TJ3.� SY1f7C0i1tY'a.CtOiS 115��.
by a Bidder nn 0� 4S 12 xnu�t be prequalified for the apprapriate warl� types.
Subcontra�to�xs musi follaw the sax.�e tix�xeli�eg as Si�ddez� far ohtaining prequalification
xeview Eexcept as �c�vhere noted oth�rwise). Bids recei�ed from Bidders �isirlading
G'�7l'Y QF F{lRT WORTH CL}3.�R I+URK FORCE MAII�i
ST'AN'DAE�A C4NS'1ILUCT�pN SPECIFICA'�tQ13170Ci1MEtVT CTTY P13Ci?LCT HQ. ! 00996
Itevise�lLTpdatcd August 13, ZOaI A77�1�11]Uh� Nv. 2
0821 13
INST�tLTCTI0N5 T� BID➢ER5
Page2aFit
Hllll subcon�tr�ctors) wh� xre not prequalilied af i�xe time 6ids are received �vill be
rejcctcd and re�ttrned tn }�idde�r un�p�n�r�.
Prequ.atifEcatic�n zeqt�ireznent vvar� ty=pes and dacurnentation are a�ailalale by accessing all
rec�uired files thraugh the City's wehsite ai:
httgsJ�apps.fortwr�rthtexas. gavlProjectRe��ur�es!
3, I,, Z. Pa�iug —�equi3-ements documeni �oc�ted at:
hit� sJI a��s.fortwarthtexas_�o�vlPrajectR�so�c�sl�e�[�c_esP10�%�U-
°�Q20Co��ct�' n°ro2�I3ocutnentslCQntractnr9n24PrerzualificationfTPW'io2tlPa�in�
�42UC'�oniractot�Jn2QP�gcluali�catio�°/o7APro�raz�IPREDCIALIFICATION°�a2�RE0
C�NTS°/o20FQRQ�a2QPAVI�I[i%o2000NTRACT�RS.p�if
3.1.2. Roadway and Pedestrian Lighting — Requiremerats da�urnent lacated at;
ht�s:ll au�s. Fartw�rthtexas. g�VIPT4J PJCtRC5flE1T'G�SIRP..5�L1iC�5PIU�°IuZ�-
%2�Ca��.ructionala2QDocum�entsf�ar�#ractori0fo�0�r�aualificationl'�`�'VV°/o20Rosdwa
y°/n20and°�nZOPedes�rian°�o2ULighting°�o20Pr�,q `�ication°1�20Pm��.�I
��LIC�rH'I'°Ja�OFR�UAL°�a2QRF�TvI�TS.p�f
3,1,3, �ater ancl Sanitary 5ew°er — Requireinents dQcument located �t:
hk#�ag� �=fvrt4var�tctex�s. gv�1Pr� ie�tR.esaurc�lRe.4o�sP102°fo24-
°Ia�QC�nstruction°Ja2 �Dac�nne�t�IC�tr��#ar°/a24P�alificationl�Vat�r°lo2Q�ud�lo�
4�anitarv4�o2��ewer°1fl20�ontracF,or°IoZOPreguslifis�iqn%20Pro�ramlWSS°�o�Q�re
°i�eq�irem�s.p�€'
3,�..I?ach Ri�lder, unless Gurrently preyualit�eci, znusi subzxzit ta City �t lexsi seVen �'7)
�alendar days prinr tc� Sid ngening, except far Hnrianntal Dixectinnsl Drilling,
which shali be suhtnit�ed af least fourteen (14) calendar days prior to Aid o�ening,
�b,e dac�unentatian iden�ilied in Section 00 4S 11,13IU1]ERS 1'R]iQ�TA.Lll�ICA'1'IDNS.
3.2.1.�ub►x�issio.n o� audloz' questi�ns related to pxequ�l��is;at�ozz sb�ould be addz�essed to
the City canta;ct as provided in l'ara�t•ap�x 6,.I.
3.3.The City rese:rves the ��ight to z�equire any pr��quali�ec� contzactnr who is the apparent lo�v
bidder f'nr a projec�t Ln su�imit such additic�nal infc�rmatic�n d� the Ci�y, in its sal �
dis�retion may require, incluriing but nat limited ta mar�pt�wer and equipment re�ards,
ynfc�tmatinn aht�uticey persor�.ncl •lo hc aisigned tn the pro�ect; and cc�nS�ru�irnn ti�hedule
ta assisf the Gity in e�-aluating and xssessing the ability o��the apparent �ow 6iddar to
deJ���.r a quality �roduct �� successfully compleie prr�jects £ar t}a� aPnnoi�c3.t bid wifhix�
t�hc stipulated time �racxie, Kascd upon thc City's asscssznent af ihc sut�mitted
infrrrmatinn, a rc�nmmc�dation rc��ding thc at�vard of a contract �vili b� made tn the
City Cotinc�l. Failuz�e ta submit #be additional inf�ml�tian, if r�quested, may be grounds
for rej�cting th� ap�arent ]a�v hiddex a� T�c�z7�re�pdnsz��. �Iff�cted c�nt�actc�rs will hc
nUti�ed in writing �f a recfl�nmendation fo the City C�un�i].
3.4. In addi.tion ta prcq�uaLificaiian, ad�itiotial rec�rairclncnts for qualific�[ic� ma�r be reqrzired
W�thin various sections of the G�ntra�t l�ocurnent5,
[:[T"t' UF I�{aRT�i'C]R'[71 C:i,F?A.R F{}FdiC f�C]RC.F: MAIh
S"1�A,TV�7A.k�1� C:OT15TkL CT�U� 5PP,4:�CII:A"CCf7N I]QC:[JN[FtiT C�Z']� Z'i�0]F.[_'C�U. Lp0996
ItevisedlL�pdated Augus� ��, aoz i Annfrtint �n� r�n, a
Q4 7.'. 13
INST�UCTiONS 'T(3 &II]]]ERS
PagC 3 n{ 1 1
3.5. �peei�. �uali�ica�ions requir�d for tiix� project include fhe f�Ilavving: Biifde�r sh��l
prnr�ide a r�reauali#icativn subna�ttal �a� Hori�nntal Directional ❑ri�Iin�,
Pr�:�ualii[eation submit#al s�all include dncnr�enta#aaz� c���aa.or�s#rai�� Conixactnr'�
abili . io sa[isf ��l re uirements set fari3� in Part 1.9.A nf �ectiau 33 45 4b.
Pre �ralifi�atian su�mittal shall also meeti fhe re uire�u�nts set �[�r[h �n Seciinn �Q
�t511 �xce t a c[axn let� set af audite� nr re�iewed fin�ncial sta��nents s�xall nat be
�e uired and �e su�mitted to thc Ci . and En inee.� aa Jatar thaxi £our#e�n �4
da a xiar to the date ofth� a enin af the bids. Aau Ii�[�B Ildt 9�.�15 ' the�e
I,�kSqSi�:'CiriCIk�5 3�1A� �l� XQ]CC�E[� d5 RU11��'C$UUI1S1'V�.
'x'he Ci wiIl ra��ide a list of ra ualified Hariaontal Ai�rect�Qnal Drillin
cnntr�etars as part of an addendum seyen ('�] dav� �ri��r tn the date of t�� Qpenin�
nf th e hids.
Bfdder� shall �in,dicate th�ir sele�ed nrepualified Hori�antal Direc#�anal Drillfn�
cr��#r�cfar in Secti�oa U� �#512 —Pr nalifleati�n S#atement. F�iluxe to indi�afe a
re ualified Horiu�antal Directivnal D�r��lin cantractar shall resnit in the re eetinn
af fhe bid as nan-res a e.
4. Ex�m�nation af Eadding and Cantract riacuments, bt�er R�lated Dat�, and �fte
4.1. Befoxe submiYtan.g a Bid, �ach Bidder:
�.1, I. S}zall e�mit�e and �ar�fixlly siudy the �antract I3�cumants and other related data
id�ntz�ed in tke Sidding Docusrzent� (inclndzxag '�technical data" refexred ta in
Paragraph 4,2. below�. Na infortnativn gi.veu by City or at�y xepr�sent�ti�e af the
Ciiy ather �han that contaane,ci in the Camt�'act Docuz�aents and �ffici�lly
pramulgated addenda t�ere�a, sball �e �indin� �.pon the �ity.
�4.1.2. �hould �is�t the sate to becozx�e f�miiiar with a�ad sa�isfy Hidder as ta thc general,
�aca1 and site canditions �at may af£ect cnst, pr�gress, perfornaan�e ox furt�ishi�ag
of the �Tilork.
4.1.3. 5hall consider fedez'a1, state a�p.d local Laws and Regu.latzo� that ma��r a.ffeci c�sx,
pragr�ss, pexfox�ana�ce or fimsishit� of the W�rl�.
�.1,4. Shall study all: (i) reports of explara�ians and tests af sul�sur£ace conditions at ar
cantiguous io the Site and all drawi.ugs of p�iysical conditiau�s rela�ir�g to existing
surface ar sul�surfac� strtactuxes at the Site �sx.�ept TJndexgrawad Facilitia�} that
have been id�n:t�fed in t�e. Cantract Docum.ents as containing reliable "technical
data" �ad �ii) report� and drawings a£H�azardgus �n.�i�anmental C�anditions, if any,
at tl�e Sit� that have heen identi�t�d in the Contract Da�uments as contai�a.in.g
x�Iiable "teclmical data."
L`TP� DF F61�T Wf�iiTH CLEAR P�RIC PORCB NLLiN
STANDAR� CA�#YSTI�UCT![3N SPE�IFICti'Tlqi+i DQCLTM�i'P CTT'Y' i'1LD.T�CT hIC]. Ifl099G
1Zevssedlilpdated �l�guat 13, 2f12 i ADDENDYTM No. �
00 � 1 13
ihl5TRUCT[OA($ TQ BII]DBRS
Pggc 4 nF I 1
4.1.�. Is advised th$t the Canixact Dacuments an �.le with the City shal� canstitut� aIl of
thc infflnmation whiGh ihe City �viIl fumish. Ail a�.ditianal in�azxnation a�.d clata
t�v}z�ch the Ciiy will suppl� a�ter prnrnulgatian of the formal Caa�eact D�cuments
sh�ll be issued in the form oiwritten adden�ia and shall becozaae paxk a£the Cani;ract
Documents jusE as �oug1� suc� adde��da wer� �ctually writien into the ariginal
Cozitract Dncu�nents. No infoxxaaataon given �y th� �ty othex tl�aaa that r�onCained in
the �antract I]oc�menYs a.�d off�cially �n�.lgafed add�nda th�reta, shafl he
binding npon the City.
4.1.$. Shauld perf'orm independent research, investigakians, tests, bo�rings, and such other
mca�ns as may �e necessary to gain a camplete lrnnwlsdge af tb.e �araditzans which
wiIl be e�aunte�ed diu�ing the canstruction af the pmject. �ox p�ajects wit�i
restricted ac�ess, up�n r�quest, City may provide each Bidder access to the sii� tn
canduct suc�. exanainations, invcst�gations, e�ploxations, tes� and studz� as each
Bzdder deems necessary far sub�onissia� of a Sid. Bzddar �tnust fill aii hales and
clean up and restore the site t4 its fa�xner canditians upan aample�on of such
explp�atians, uaves�gatiozzs, tes�s and studzes,
4. l.?. Shall detexrnzne the di�iculties nf the '[Vork and all attenc3img �ixcuzx�stances
affecting the oost af doix�g the Work, time ret�uired far its completion, and o�tain a.i]
i�farnaatian required t� nxaice a prnpasal. Bidders sha11 rely exclusively and sa�ely
upa� �heix ow� est�mates, in�vcstigatipz�, xesear�h, tests, e�lar�t�ans, and o#her data
w�ich are necessary for fuli sud coxuplete infamaatian upon whic�a tb.e �nrop�sal is
ta bs �ased. It zs understfloc� thai the submission v�a proposal or bid is prima�facie
evidence tf�at the Bidder has made t�xe ixzvestagations, exami_uaiaans ax�d fiests herein
required..
4.1.8. Shall praz�aptly natify Cit� af all c�n�licts, errars, arnbigui��s ar dsscrepancies i� or
betwsen the Contxact Doeutnents and such a�er related dacum�nts. The Can�actor
sh�ll not tak� aci�vanfage af at�y goss e:rro� ox ox�aission in the Contra�t T3ocuments,
snd t�e Ci.ty skta116e pexmitted to mal�c su�h carx�ctivns ar inteipr�tatians as rnay
be deemed neressary for fulfillment nf #he i�t�tent af the Contract Da�uaaents.
4.2. l�eference zs mad� ta Seactiox� 00 73 U4 — Suppiemen�ax�r Gottditaonis far ident��cativn af:
4.2.I. �YL�Se i�]QILS Of �X�JIQIii$1QIf5 8I1� tES�S �� 5llt)5LLTff�C� CUL7dltild]]3 St Q� CQIl�gl7�5 t�
the site which have be�ex� uti,lized by City inpreparation of the Contra�t Daeuments.
The �ogs of �oil Earings, if any, an t�e plans are fc�r general informaixan only.
Neikher i�xc City nar the Eng�ineer gnarautee tb,�t #$e data ,shc�wn is representafave t�f
conditions nvhich a�tua�.ty exzst,
4.�.2. those dr�vvings afphysical �onditia�s in c�r relating to existing surfaoe and
subsurf'ar�e stnxct�u�e� (except i7ndergrounc� Facilities] whi�h are �t ar cantiguous ta
the site #hat have b�n utilized hy G`ity in preparation afthe Gvntract Docuzneuts.
CTPY dfiFtSRT WORTH Ci,IiAR FORIC FORCE MAIlV
STANDARD CONSTRLfGI'T�N 3PECTFTCATT�-i+�DQCUMENT CITY PRd]EC'I'NO_ 100945
Fsevised![lpdatedAugusS 13, 2�t 1�bbENDl.IiVINo_ 2
4U 2I 13
I1V5TR�LICTI�TiS TO BIDDLRS
page S of 1 I
4.�.3. copies of such reports and dra�ings v�ill be made available by C�ty to an}� Si.dder
on rrequest. T�aase reports and drawings ma� not be pa�rl: af t�e Con.ts°act
Dacu�m.euts, but the "tec3vnical data" cor�taitxed therein upon wb.ich Bidder is ent�tl�d
to �reJ,y as pravided in Paragraph �A2. of th.e GeneraI Cond�ifaons has h�en identified
and esta�Iished 'zn Para��ra��h SC �.a2 c�f fhe SuppXeano.entaxy Cnnditians. Bidder i.s
responsible f�r any interpr�tation ar cnnclusion drawp fxam any ,"tec�nical dafa" or
any other data, in�erpr�tations, opinians ar iufozma�nn.
4.2.4. Stand�rd i.nsux�ta.ce z�quiz�e�ments, cave7rages and limits.
4.3. TEie suhmi�5ian af a Bid will constitute an inconixovertible representation hy Sid�er: (i)
that Bidder l�as camplied with every requirement of this Par�$raph �, [ii} fhat without
e�e�p�iar� the Bid is premised u�on perfnrming and fi�rnishing �he Work �equired.l�y the
��ntr�ct I]ocwnnent� and applying the s��cifie rnean.5, rnethods, te�hniques, sec�uen�es ar
px�Gedur� Qf eanstructaon [if any) that may be shown or indfcated or expressly required
by tb:e Contract Docuua�r�ts, �iii� ihat Bidc�x h�s given City written noti�e of all
con.flicts, �xrors, a�nbig�ities and discarepar�cies in the Ca�txact Dncnme3a�s s�nd t31e
writtsn resolutiox� tliereof �� City are a�cc�ptable to Sidder, and whezx said conflict�,
etc,, have nat been resal�ved thraug�i t}ze inYetpretatir}z�s by City as describad in
Paragraph 6., a.nd (ivj that the Corxtracx Docum.ents a�e generall� su#�'icient �o zndi�ate
and coz�vey understan�r�g af all terans aztd oouaditions f�r pexforming and f�mishzng #he
Work.
4.�4. The pra�isians o£tk�is �'aragxaph 4, i�clusive, do �at apply to Asbestos, �olyc4ilarinated
biphenyls �PCBs), �etraleuxxz, Hazarda�us Waste or Radi�ac:ti�e IV�a�erzal covexed by
Paragraph 4.Ob. af fhe General Condihans, tmless speci.�cally identa�xed in the Coz�tract
Docuz�aents.
5. A�ailabili.ty of L�nds f�r Wark, Etc.
5.1. Thc jands upo� which th� Vi�arl� is to be per�arrt�ed, zights-of-way and easements far
acces,s thereta and otk�er lands d�signated far use by Cantractar in perfax�ming the Wark
axe id�.u�z�ied in the C4nfxact Docum.ents. All additiona.l Iaa�,ds and acce�s thereYo
requ.ired far texr�pflxary aomstr�icti�n faeilities, �onstructiian equiprneni or storagt of
materials an.cl equ'rpment to be incaxpoz�at�d in the V�ork are to be a�Cained and paid for
by �ntraetor. Easetnez�fs for permanent structur�s ar percnanent cl�angcs ixi existing
facilities are ta be �btainad and paid fox by City unless atherwise provided in. the
Contract Documents.
5.2. Qui�tanding �g�.t of way, easemeufs, ancllaz pernaiis to be acc�uixetl by' t�e G`ity are Izstad
i.xa Pera.gra�h 5C �.41. of the Su�plementazy Cnnditions. In the ev�nt the za.e�essary righ#-
of-wa�, easezneni�, andlax permi�s are not obtairied, the City re�es�es the right to ca�ncel
the award of contract at any time �aefare the Sidder begins any consiru,etinn vu�rk an the
proj eet,
5.3. Tl�� Bi�d�r shall be prepared to camme�e constnzctian withaut all executed rigY�t,�aF
way, easements, andlor permits, and shall submit � sch�edule to the City af }tow
consixuctinn will praceed in the oth�r a�as o� fhe pz�aj e.c� that da nat require pezmits
andlar eas�ent,.
crrY a� �axx wax� cr.�� ��xx xot�c� r�
STAN�ARD COt+IS'iRUC1T0iY SPECIFLCATIDN DOC[TPuiENC CITY PR�7HL:T NQ, 10U99S
Rayi�eedlLTpdated August 13, 2Q21 AI)T7�[�IDLTM l+io. 2
fl�0 21 13
lE�l`�TItI:C'1TIU\S TU Jifl][]}iH5
Page 6 of 11
6. Inlerpreiafiuus and Addenda
b, l. Al I questlon5 abor.�t Che me�ing or inlent �f the ]3idding Dnc�unenis axe to he dixe�ted to
City in �vriiing oa� ox l�e£ore 2 p,in,, zh� M.onda� prior �o the Bid openiiig. 4uestions
re�ceived at�er �is day may n�t �e xe�panded to, S.ute�prctations ar Glar%�iaatians
ca��i dered neces�ary hy C.ity in resp�nse to such questians �avi111�c iss�ec3 hy A�d�nd�
deli�ered to ali. partic5 r�coz'dcd by Ciiy 15 lt�in� t'CCEl��(� �1� $iCIC�1Llg I]QCI.LITlCE1tS.
C3n]y yu��ti�ns answered by fnrmal written Addenda wi[1 be binding. Oral an�] ol;her
�nter�retatio�.s r�r clariftcations wil] he wiCY�nu1, legaT ef£ect.
At�dress questi�ns to;
City �f �ort �v`orib
� OQO Throckmo�-tn.n �tz�eet
Foz-t tiV�rth, T� 7G 102
Altn: Liam C��nJon, �aterIlepar#ment
F�: 817�39Z�8195
Ernail: Liam.Conlfln�fartwnz�htexas.gov
Phane� 817-392-6824
ANDIa�
Kimley-Hom and Ass.ociateg, Inc.
$Ql �:'herry �,treet, Suite J 30D, LT�zt 1.1
Fort Wc�zth, TX 7fiI�2
Attn; Jash I�erc}aa, P.E., Ki.mley-Harn arid As��ciat��, 7n�.
k�nnail: iosh.ker�ho�g7.kiml�y-harn.com
Phot�e: 81?-335-65J. �.
6,2, t'�ddenda �nay al�o bc issucd to modi�'y t�ic Bid�ling Documents as deemed ad�isaial� by
�.ity.
5.3. Addenda az� cl��ifications may be postarl via the Git�r's electcoz�ic document management
and cnllahnratinn �ysiern at htt{is:lfdacs.b360.autadesl�cc�xqlshares115�62�3�-2493-
46a I-�cdd-f3 62c4ffZb 8 S.
6.�. A pr�bid canfcrcncc may be h�ld at th� tsme and place indi�dted in the Adve�-tis�ment nr
I��FVS�'.A.'�'XQN ".['� I3S�]I.]�,��5. I�c�pxesentati��cs of t;ity �.vill be �resent to discuss the
Pz-njecf, Bidders are ezacot�raged to attcnd attd par�icipaCe in the �r�nC�rence. City ��i��
transn�it to alI praspective Bidder� nfrecnrd such Addenda as City cansiders necessary
in respnnse to questians anising at tk�c canfcrcncc. D�al statements xnay not �e relzed
upan and will not �e hinding or legally effe�tive.
7, l3id Securlty
7. I.�a�h F,id rn�st bc ac�ompanieti i��r a Bid Bo�d zxzade payaUlc to L'ity in an amaunt of �ive
{5� percent a�k3zdder's �zzxzl��n I3idpricc, an �hc Form attaeh�d or equivalent, issued
hy a suxety rneeting the reqUireinents of Paragraph 5.U1 of thc Cieneral �onditi�rns_
CIrY af- rc)kr wn:�i Ft CLF,A.R EDRIC k'Ok�C� MA1N
5'1'ANI]AEtI) CC]�I5TR[Ji:TI��I SPECIPIC�TIaI�T3�OCL��.TI'P {:I"i'YYRQJ�C'I NU. 1UU�95
RevisedlUp�ated plugus't 13, 2021 AL?D�M]]L]_1�i I+fa, 2
a�a.z i3
IN5 [ HTJ�:TiC7T^1S TO SIDDLRS
Page � of � 1
7.2.'t`he Bid I3onds �rravided t�y a Bicider w�ll be zetained un#iI fhe condizions of the Nnticc o�
ILward have hecn s�ti�fied. 7Fthe Succe55fi11 L'iddet' f�l�s to c�eout� and retucn thc
Cou�ract .Uac�uz�.e�ts within I� dayS afi:cr the Natice of A�a��d canv�ysng s�mc, CAty
may cansidex Bidde,r ta be iz� default, r�s�:ind the \`aiice o£Awaz�d and act ar� the Bid
13 and. 5uch ac�ian sha�16� City's exclusive remedy in tl�c e�rent T3iddez zs deemed ta
ha�ae c�efaultcd.
S. Cantract'�nnes
The numl�er af days �rithin whiG�, ar thc �ates by ufhich, Milestones ar� ta �e achieve�. in
accordazace wzth the Gencral Rec�uircznen.t� and the �Vork is Ln Y�e �omplct�d and ready for
F'inal �c�epian�e is 3et forth in fhc Agreern�nt or incor�anrated therein by .tclercn�e to tk��
aitach�d Fiid Fnrm.
9. T�iquidatcd Tlamage�
Provisic��xs fnr �iquidated datxaages axe set �orth in the Agreexz�ent.
10. Sulastitute a�a,d "{]r-k�qual" Ttcros
The Cnntra�t, if avvarded, �rili }�e on t�e basis aFinateri�ls and cquiprnent �i�scrihed in ihe
$iddirlg 17o�[unents withaut con5it�eratia�i �f possiblc substittite or "ar-equal" item.s.
Wh�n.e�re� iC is intlzcaied or speciiied in fhe I3idd'zng Documcnts tha� a"substitut€;" or "ar-
equal" i�ern of zrzaterial or e�nipment-may be fur�ishec� ar used by Coniractnr if acc�ptable t4
Ci.ty, application for �uch acceptance wi�1 r�ot be considere�i �y �ity uniil aft�z' the E�feciive
I7ate of tk�� A.greement. The pro��:dure for su�mission of any such applicatian by Contxa�tor
and cons ideration hy Cit� is set forth. zn �'aragrapE�s 6.[15A., b.[]533. and �.O5C. af the General
�onditions a��d is supplem�nte�di,nSec�ian al 2S 00 o�the �'renaral l�equiretnenfs.
17.. S�hcontractars, Supplier� and Uthexs
11.1, in acccardauce with ihe City's Rusiness Eqrxity Ordit�ancc No. 24534-1.1-202(] t�e
L�ity has �oa]s far th��axticipati�n ofrnivaxiiy busitress andlnr �v�m�n 4�usiness
enterpris.es ita Cziy �ont��acts $1a0,��U nr gredler. See Se�tinn 0� 4S 40 far the
11II�13L-� 1'raj�cl Gaals and additional reciuirements. Failur� to com�sly shall r�ndex
�:he Bidder a�� nan--respon.sive.
Busi.ness �:quity Ordinanc� ]Wn. 2�4534-11-2020, as amended, cadif'i�d at:
h s:Ilcode 'b le .ca c desl rti�latestlftvrorth txI0-0-�- 2 93
11.�. No Cantracic�x sha�1 be required ta emplcsy �ny 5ut��nntractar, 5i�pplier, o#her persaz�
Dr or�ani�dtinn against ti�hom Cantractox has rea��anablc a}�jection.
12. S�d Farm
12.1. Ths Hid Form is included �w�tl� the Biddi�g Documenis; addiiional capi�s may be
ohtained �:rom the �;ity.
C:1'�'Y {]F �'QRT W0}.HTH {:I,�AE� 1'O1�K FORC.T Vlrtif�l
5z A1VI7AH13 CC]Y�l�'1'1LL'C'1'34� SPECIE'1CATIQtiI 17f)CIIuIF.N'C CII'Y PiLUI]cCTI�O, 190995
Revi9ed�iTpdeied Au�;ugt 33, 2�2( 11DpEA 11?UMPIn. 2
00�1 13
INSTRUi."x[{}NS TO BIDAFR S
Page S af 1 i
I2.2, All hl�a an the Bid �'oxxn m�ust be connpleted an� the Bid Furm signed in znk.
Erasures �r altera�ions sh7ll be iniiaale�i in it� l�y the pexson signing the Hid Form. A
Bid �rice shall be indicated for each Sici item, alterna�ive, a�d w�i.t price ztexx� lzsted
therein. In the �ase af aptional alternatives, tk�e words'"N'n Bid," "No Change," ar
"1�Iot hppli�able" nn.ay be entexed. Bic�der �all state the prices for which the �idder
propnsea tQ da the wozk cante�apJ.ated or fiunish materials required. Al] en#ries sha11
b� legible.
12.3. Bids i�y corparaiinns shall be e�ecuted in the carparate na.nae by the president or �
vice-president or other corparate nf�icer accompa�ied by evzdence o£ authoxxty ta
sign. Tb.e carpbr�.te seal shatl }�c �.ff�.xed. Tb.e carpor�►te addxess �rnd state nf
incoxporation shal] be shawn below the �iguature.
12.�. Bids by pa�rtnershi�s shall be executed in the partnership name and signed by a
partnr-x, vv��se title zx�ust appeax uxider iJve sigria.ture accompa.�ed by evidcnc� of
ax�ihority to sign. The afficial addxess of tb�e paz�6nershi.p sh�li be shown helow #1�e
s.ignatuxe.
12.5. Bids hy iimited Iiahility compani�s shaJ.1 be execut�d �n the narne af the �rm. by a
rnember and accampanied i�y �vidence �f authority to sign, The state o£fadrznatza� o�
tha firm and the ai�'icial acidress of the �.rrr� shall be shc�v�n.
12.�. Sids by inciividuals �ha11. sho�+ i�ze Bid�ez"s aaa�xne and of�'icial address.
1�..7. Bids by joint t�entuxes shall be executed by eac� joint �+ent�r� in th� ma��r indical�cl
on the Sid Form. Th� official addx�ess afthe joix�tventure shall. be shown.
Y2.8. All r�ames shall be typ�d ar printed in ink helava the signatuxe.
12.9. The Bkd shall �ontain an acknowledg�ment of receipt 4f all Add�nda, the nurnb�rs af
which shall be fFl�ed in on the Bic� Form.
12. �4. Postal and o-mail ad�resses and telepb.o�� nrxn�b�r f�r carnmw�ica�ions regarding th�
Bid shall ha sfaown.
1�.11. Evidence afauthority t� conduct busi�a�ss as a Nouxes�tdent Bidder in the stat� of
Tex�s shall be pxovidad in accardan�e with Sectian DO A�3 37 — Vendc�r Ca�p,plZan�e
�o State Law 1Von Re�ident Bidder.
13. Submisaxun a�Sids
Ei� shall be submitted on the prescri.bed Bid Farm, �rovided with tk�e Bidding Dacuments,
�t the tzzne aud ��ace in.dicated �i�. the Advertisem,ent or �TATIQN TO BIDDERS,
addressed to P�rchasing Manag�r nf the City, an�i sha11 b� enelas�d i�ra an �paque seaZed
envelopc, rin.ark.ed with tk�e City P�aj�ct Nurrtber, Proje�t title, the name and ac�.dress o£
Sidd�r, th� name of prequ�li�ted FIDD suh�ot�ty'actor,, and acEampanied by t1a�e Bi�i
secur�ty azAd o��x z'equ;red dacun�ents, If the Bid is sent �raugh the mail or other delivery
syst�m, the seal�d enve�ape shall be enclosed au a s�parate envelop� with the notati�n "BID
ENCL4SED" an tEfe �'a�e of it.
CITiC OP FURT �NORTTi CL�AR FC]I�K FQR�E 1vfAlN
3TANDARD CDNS�'RI]�TIffi+13PEC[L�iCATION DOCiIMENT CITY PRd1L+CT hfd. ]0�946
RevisedlUpdeted August 13, 20Z1 hDDEi+IDUM Na. 2
aa zi i3
INSTRC3CTI01�[�'fd EIl]T3�t.5
pa�qe 9 of I 1
14. 4'Vi�hdrawal 4f Sxds
l�t. l. Bids addressed t� the Pu7rcltasittg Matlager atLd fil�d v�ri.tk� the Pu�rchasing af�ce ma�r
l�e withdrawn priar to the time set far l7id apening. tL request for wit�.dxavral must be
mad� in vvrztiz�g and delivered t� tlae ]�u�chaaing �F�ce to receive a tizzae stamp priar
to #he �peaa�.ing af Bids. A tirnely withdrawn hid will �ae returned ta the Hidd�r or, if
the request is within one haur af bid apening, will not be read aloud and will
therea�fier he retu�rne.d un�pened.
I4.2. S.n. th� e�rent arry Bid f�r whzch a witkidranval rexxuest has laaen �mely �Ied has been
inac�lvertently apenecl, said Bid and any xecord thereof will subsequently be x�aarked
"Wit�drawn" and will be given no fitr�her caaasid�ra�ion fo�r th� award of eantract,
7.5, Opening nf Bf ds
Bids will he o�ened and read aloud publicly. An al�stract af tl�e amaunts of the k�ase Sids and
maj or ali�rnates (i£ any) ruill be xx�ac9,ce availahlc to i�idd�rs af�ex th�e opez�iug of Bids.
�6. Bids to Renuain �ubject to Acr�eptauce
AII Bid� wi11 remain subject #o acceptance far a minirnum of 1�0 days c�r tlie ta�e period
sp�ci�ied fox Notice ofAvaard arad execution and �ielivery of a c�mplete Agreetne�t by
5uccessful Eiddar. City may, at City's sole diseretion, c�elease any Bid and nullify tlleBid
security prior ta that dat�.
17. Evalua�.ar� a�Bids aud Award of Contrae#
].?. ]. G`ily resexvea the right to rrej�ct ax�y ar all Biclg, including withaut limi#ation the xighis
to reject any ar all notz.cor�farming, nonrespo��ive, u�alanced or cond.itional Bzds
and to xe,�ect the Bid �f auy Badder if City heli�ves tliat it would nat be i� the besk
interest af �he Proj e�ct t� mak� az� award to that Bidder. City raserves the zight ta
�aiv� infor�alities not in�olving price, cantract time o� changes in the �V'c�rkc and
aw�rd a cantract to suah Bidder. DisGrepancies between ilae multiplieation of unxts af
Work and uni� pri.ces will be resalved in fava� of the unit pz�ces. I7iscxep�cies
betw�en the indieated sum. a� any calvxnz� af �i�vres and the correct st�n tlze�eo�will
be r�solved in f'a�or of the cc�xrect surn.. Discrepancies hetween wards and itgures
will be resnlved izz f�var o£ the woxds.
17.1,1, Any br a�.l hi.ds wi.11 be xejected if City }aas ��easan to b�.ie�'e that callusion exists
a��g the Sidders, Bxdder is an ir�exes�ed party tv aray Iiti�ati�z aosinct City,
City or Bidder �nay have a elaina a,gainst the othez nr be engaged in litigation,
Bidder is in �nrears an any e�istixig c�ntract ox has de�aulted on a previous
cantr�ct, �ic�der has performed a prior can.tiract i�x an unsafasfa�tory naanner, or
Sidder has �ncompleted v�rark which� iu �he jrxdginen.t a£ the City wi11 pre�aat or
hinder the prornpt conapletian a£ additional work i£ awardod.
CiTI' OF Ff3RT WORTi3 �� ��� F�� �'�
STANDARD G�OI+I5TRiTCTION SP�G7FTCATIbN LIOGUML�lT CITY PRUII ;C: f' 1�0. 10099d
Ravisedl[.lpdated Avgust l3, 7A21 ATyB�'[1'M 1�Io. 2
0� 21 13
THiiSTRl7CTIQh'S TO BIDDERS
Pag�c 1 n aF 11
17.2. In additi��n tn Bidder'S rele�arit prequalificafi�n requirements, City r�,ay e�nsidcr �he
qualifi�atians and expe�zet�ce o� Sut�contz�ac�:ors, Snppliexs, w.d �t1��r �acY•sons and
ox��.uuazati�tzs �ro�osed f�r thosc p�rtaons �I'thc 1��Jark w}�cre thc identity of such
�ubcantz�aclars, Sup�Iiexs, ax�d ather persons aiz�i ox�;az�izations rr��xst be submitt�c� as
prnvi.ded i� ihe CQntxact Documents ar up�n t�e rcqvest af �hc Czty. Cit�r also may
cpnsideX t�e t�perAtii�� cnsts, maintena.nce requirements, perfocmance d�ita �nti
�u�r�.ntees nf major items t�f m.atetials �d �quipznent proposed fc�r incnr�nratiar� ia
tre �V'+Tnrlc w�heii su�h dat� is required tc� l�e suhmitted priar tn the Natice �f l�r�rard.
17.3. Gi.t}r rnay conduct such in��e5tigations as City dee�s necessary ta assisC in the
e�aluation �l any Bid anr� ta cstablish the res�ansibility, q-u�ali.�ications, arid iinaucial
abiliiy �f Biddcr$, �oposcd Subcotitractoz�s„ 5uppli�rs and athex persans and
oic�ga�tiia.ations to p�rfn.rm a�1d �'urni5h the ulark in acc�rdance cvith tl�z� Gontract
D��uments to L:ity's satisfactia�a with�aa. the pzescri.bed tirne.
17.4. Contract�r s}�a11. pet`f'orm wiil� his awn organization, worlc af' a value nUt l�ss Lhan
35°10 of the �•alue enn.bxace�i on 1he Contract, unless atrerwise ap�ravc� by the Cit�.
17.5. If the Cantraut i� ta be awardcd, it vvill bc avvardcd ta lawest zesponsible and
resp onsivc Biddex whose e��aluaiion by C�t� indicaCes �hat 1:he a�ard. will be in t�ae
best iuterests of lh� L'ity.
�7.6. �ursuat�t t4 Texas GQvernment C�de Chapter 22�2,�01, the City will nat r�warc�
ecmtract ta al�lonxesidentSiciderunless the Vonr,e�i�ient T3idder's bid is In�ver than
the loyvest bid submitted hy a respnnsible Texas $idder by the same amaunt that a
Tt;xa� resident hidder ��nuld be requircd tn under6id a Nanresident ]3idder Ls� a}�tain a
cnmp arable contract in I;he sta,s,e in t�vhich �he n�n��sidcnt's �nncipal glaee of
busines� is lacated.
17.7. A cont�ract is n�t awardc�l until fn�nal City Cnun�il auLhori�atiflx�. Yf tbe Contra�t is
to bc a��axded, City will award t,�e Contract witlnin 90 days af�er the day nf the Bid
openin.� unless extended in wr.-iting, No aiher act of City or othexs will cax��titut�
acceptan�� of a Bid. Upon the cflntra�t a�vard, a�ssti�e o£Axrard will be issucd by
the City.
1'7,7.1, Th� cantractor is required to f1� out ant� sigu t}xe C�r[�#Ticate �f Intexested
�xrtaes k'orua 1.�95 and fhe �orm musf be submitted to the �'roject Man.ager
befo�e the cantr�ct wiII be pr�serated to t�e L`i�+ Cnuncil, The farm can Be
ab�afned at https.11►�ww.�t53�s.sta#e.tg.�sldatal�armslXZ9SJ1�9�.pdf
I'7,8, Fa�lure or reiusal ta cornply with t}ae requzre�.nents may re5u�i in rej etLinn nf 13id.
I$. �igning ail�i�xeement
18. �. �Vhen Gity iss�xcs a Notice af Award f.v the Successful Bidder, it wi11 he accorr�pavicd
hy thc requixed ntuxzE�et� o£unsigned crnmterparts af the Project l�anual. Within 1�
days therea-ftei; Gontracto.r Shall si�n and �cliver tlae requized numher of �nut7terparts
of t�ic �'roject aV[anual tn City u=ith the requiredIlnnds, Certificates af In�urAnce, �nd
a11 otkker r�yuir�d dc3cum�ntation.
�:Y� n� Fn�xT �,��n�z�r C_L.l'�41Z kC71ZK N(]12C�: MA11Y
STANL}A1217 GOi�S'I"ELTJC:TFCiTJ SPF..i'IFIGnTiO� �OCiJIt�EI�i`T (:ZTY PEt[]1Fi(='C N[l_ lQ[199b
KeviSecUUpd;�ccdAu�us� L3,2421 ADDE��LIMi�fa.2
ao a� z3
1N5TRUC:TIDI+I3 TO BLOD�iYL.S
Page 11 ef 11
18,2. City shall thereafter deliver one fully sign�d counterpart to Contractar.
EIwD �F �ECTi(]1�I
CITY OF FORT �lc7ici'H �1.�4� FURI� FDRC4: h1IAfN
STANDARD Cdh1�"1'ItUt:'I'i4hi SPEClFLCATIQi+TDpCiJ�ENT CITY PR�.TECT�+IU, 10aJ96
Revisedl[]pdated Au�st 13, Zn21 tLDDSN!]l7M No. 2
aa�si�-i
COtJ3�LICP dF IN'fEREST 5'i'A'fEMENT'
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SF.C7'ZON 00 35 I3
�ONFLXCT O� INTEZtE�'1 STAT�IVI�NT
Eac� biddez•, of�erar, or respander�t ta a City of Fnrt'�Naj�h �rroaurem�nt a��e required ta complete
Canflict o�Interest Questiannaire ar G�i�ti£y lhat an,e is �urrc��t and an �le with tha �ity
S�creta .ry's O£ftce pursnan� �a state law.
Zf a member of the Fn�� Worth Gity Goutzcil, any one or more afthe �Ci�y Mar�ag�r nr Assist�t
�ity N�anagers, or an agent af the City whfl ex�rcises ciiscz�etion in planning, reoQznznex�ding,
selecting ax• cont��cti�ig with a hidder, afferoi ar r�spandent is af�liated with ya�r cnmpany, tt�
�a Lac�I Ga�ernmenfi �f�ice Cot��licYs 17isciosure Statemeatt (CIS) may be required.
y�u at�e uzg�d to cansul� r�it�a counsel regardiiig the applicability of thesc forn�s and �ncal
Govezx�ment Cnde Chapter 17d to your caznpany.
The xefere�xced foxrns may be do�v�►ioaded from �he liz�ks pr4�ided beio�v.
hi�;ilwww.etl�ics.state.tx,uslfoimslelU,�d�'
h :11www.ethics,state.tx,uslforzn.fifCIfi S.vdf
Q CI(� Form 'ts an �le w�#1� City Secretary ,
Q
�
�
0
CIQ Form is being px�ovided ta the City Sec�eiary
CI5 �otm daes not appl�
CIS Faxna is an �ile with Gity 5ecretary
CTS Farm is being �rovided to the Ci�ty Secret.�ry
BIDDER;
^�,J,Lauis Construction af`I'�xas, Ltd.
Ca;npany
52O S. �tli �LYC.
Ar�dress
�vIans.�eld, TX, 760b3
CitylSfateJZip
I3y: Adarn Lunsford
(Please Pxint)
Si�n�ture:
�.`ltle: VicePresiden#
(�Iease Print)
ENU �T SECTION
CITi� OF �'��T WO1tTH
5TA3dlJt1RD CqNS'TRtICTi(7h1 SPECII�3CA"I'fOiV DaCLThi•E�+ITS
Revised A+isrch 27, 2012
GLF3AR �ORTC FORCL MAIN
C:iiy Fraje�l i+to. i�649&
G�NFLICT DF iMTEREST ��lESTIONNAIRE ���� ���
�nr vendor doing f�us[ness with lncal ga�ernm�ntal eni[ty�
'This questfannat�e reflacts changes made ta the law k�y W,B. 23, 84th Leg., Regular S�ssfor�. d��IC�US��HL1f
This queslionnaire is befnff filod i� acovrdanae wilh chapter 17fi, Locaf Governrr�a�! Code, by a �endor wha ��te Rnc�Ivsd
f�as a buslne�ss relatforsshlp as defined hy 5ectlan 178.��1(S-aj with a IQcal governmontal eniity and ihe
vandor meeis requlremsnts undar Seciion 176.D�6[a},
8y law thls questiannalre must bo fled with the recards administraior oi khe local go�ernmenlal ontity nat }afer
than tha 7th business day afknr Iha date the vendar 4ecames awata of facts tha{ requira thc statvrnent to bri
filsd, SvQ�o�tian i76,o06(a-1), �aGal GavernmentCodv.
A vendor ❑ammits an afFense lf the vanrfor knawingly viaiates Sectian �76,�q6, Local Gavernrnen# Cnda. An
nffenso undsr thls ssctlan is a mEsdemeanar.
� i�ame pt vendarwhv has a buslne�� r�[atlonsi�i� w�th Incai gouernrr�errtaf er�tity.
Nane
z
❑Ch�ck #h9s bvx if you are filin� ar� upda#e#a a�r�vlausiy tiled questiannaire. �7ho law requires thai yau filean u}adated
o❑mpleietl questionnaire wit4� the apprapr3atefiling authar�ty not later than the7th businass day afler the date an wEtilch
yau becam� aware khat tha orfglnally fileci quesfionnaire was inco�npkete ar lnaccurat�.y _
� Mame nf Ioe�l gvvarnment aflicer �ahvu# whom #he infarmati❑n [s being dlsckoseci. -
NIA
Name of DfficoY
� descr[be each em}alvyment ar ather huslness relat[nnshl�r w�th ihe Ivcal go►rernmeht afficer, or a famlly member of 1he
o#ficer, as descrEbed by 5�ct[on t7�i.003[a)�2](A�. Alsn describe any famliy r�latianship with the lomal gouernment afficer.
Complete subparts A and � for each em p Iny man# nr b�s iness rel ati unshl }� d escribed. At#ach adei ItCnn a! pag es ta this �'vrm
GIQ as nacaasary.
A, is the �ocal gavernment officer or a f�mEiy member of the �Ifl�er r�eiving or likely tp receive t�xs6le incQme,
ather than inunstment }ncomv, irom the vandor?
� Y� � No
B, Is the vend�r re�eiving ar ll4caly tv r�❑el�a taxable incam�, other that� investment in�ama, fram nr at #he direction
of ihe loeal govarnment flif[cer or a Family memhe� of the ntfic�r AN� tha taxabie incame is n�t raceived fram #he
loc�i gavernmental ontity?
�Yes �No
� p�scrihe aach employmeM nr husEness rclationship that t�e►rendar narned in 5eatinn 1 malntains ►nriih � corp aration o r
other 6us[nass entity wi#h Cesp�ct to which the faca{ ��uammett3 officer serves as an afficer or direetUr, ur hoids an
awnership lnter�st af ane percan# or mare. �
NOTI�
s
�C.heck fhls tyax if lhe v�ndnr has gZvett the focai gevernment afficeror a tarn! iy member af tha of#icer ane ar mare gliis
as descrl�ed in Seetion 17�Ai�3{aj�2]{B}, exaluding gifis descril�tS In Ss�tlan 17E,OQ3�a-�}.
7
71�R122
Ignaiure wendor daf us9ness wlth tho govarnmental entily aate
Farm provided by Texas �thics Commissi�n wwvw.ekhfas.siate.tx.us Rev�se� ti��izU�ti
CQNFLiGT �F INTEREST QUESTIQNNAMRE
Fnr vendor dotng �usine�s �nrith Iv�al gaUernmer�tal entity
A com�lete c4py �f Ch$pt�r i as �f the Laral Gav$rnmer� Code may be faund at http:Elwww.statut�s.lagis. state.tx,u51
�o�slLGlhtmlL..G.1�B.h��n. Far �asy refere�tca, il9I�W �f� SOfF18 �F ��I� �OClla�15 ClfBC� flfi t}�35 fdl'CTl.
k.acal �avernrnent Cnde i'lBAQi ��a :"8usi�ess relat[ari�hlp° mea�s a conne�tion loatween two nr mor� parties
��sed an cammercial aetivi�y af nne a# the parties. `fha term dves rivt incicade a connectian bas�d on:
[Ay a transaction that 4s su�}ect ta rate orfee reguia#ian �y a f�dar��, sta�e, or I�cal gavemrnental �ntity ar an
agancy of a fE�eral, state, or ia�al gav�rn�nen#�! en�ity;
�Bj a transactian corrducted at a pric� and suhj�ctta t�rrn� a�ailable to the p�hiic; ar
(Cj a�urchase ar i�ase o� govds t�r serr+ices frarn a per�on that is c�artered by a�tate orfed�ral ager�cy and
that is subj�ctta regular �xamfnatian �y, �nd rep�rting ta, that a�emcy.
Lacal GovernmentCade 1TG.a�3 a 2 A and �:
{al Alacal �avern�nentoffic�rshall file acon#licts dl��lasurestatemeniwi#h r�specito av�ndar if:
�.,►
�2J fhe vendor:
{A} has an ernplaymerrt or ather k�u�iness rela�ionship wlth t�e lacal g❑vemment af�ice� ar a
far�ily rn�m�er aT the offl�e� #h�t resul�s in the afficer or family rn�mb�r reaeivin� taxa��e
Income, other than invastmarit tncame, t�at exceeds $�,��D durin� #he 12�mar�fh perlod
prec�dtng the date that the �fficer �ecomes aware that
[i} a contract b�lween the local gouernmental entity �nd ve�tdor has heen executed;
ar
(i9) the iocaE govemmeni�al entity is aansld�ring entering inin a cnr�tract with the
VBf1�F
�B� hasglven ta me lacaf ga��mme�i offi�ror afamily mem�sr of the af�ic�r ane or more gt#ts
that hav� a� aggr�.��fi� value �f mare than $i 00 in the 1�-It�orith pe�lnd preceding tl�e d�tethe
afficer t�e�ames awa� that;
(ij a con#ract between tha far;�i ga��rnmental en�iiy and vel�dor has hean exectated; or
tii� 4he �ocal gaverr�menta� erifity is cot�sidering entering [nGa a cor�tract with #ha vendar.
�.aca! Ca�ernm�nt C�tEs � i1G.006i�] and a-1
�a} A �endar shat! #lle � aam�iet�d aa nfllc# af inter�st questlannalre if �ha wandor has a business 1'alations�ip
wlth a lacal gavernmental entity an�d;
tij 4�as an emplayment ar a#her busln�ss relatlonshlp with a lacal �av�rnmen't offic�r of that i�cal
gavernmental enf�tp, or a�am11y member af th� a�icer, described i�y Se�tion � 75.003{a)��j(A};
�2} i�as given a lat�l gouernm�nt offioer of that lac�i gov�xnrnent�� enflty, ar a f�mily membsr af the
o{ficer, on� ormore gif� wlth the a�gr�gata valu� specifled by 5ectiort 176,D03ta}[2j�B}, excludi�g an�+
glftdescrilaed �y Sec[ian 17�.4�3(a 1}; �r
�3y �as � fami�y relationshlp wlth a lacal gavernment afficer af th�t f�c�l gav�mmer�tal entity.
(a-1 } 7he comp�eted canf�ict vf lnterest quesfior��aire: must �ie filet! wit�1 the appr'apriate records administratvr
not later than the sevent#� businass cfay afterthe I�#sr of:
(1 � tne d�te th�t the vendor:
�A} ��gins di�cussions ar �regatlatians to er�ter into a cflnt�act wfth #hE lo�al govemrn�ntai
�ntity; or '
� �Bj subr�lts ta th� local gavemmerttal entify an applicatio n, re�panse to a�eqw�st fflr proposals
or bids, carresp�r4dence, ar another writing reiated ta a�ate�ti�l cantract with the la�al
gnvernm�ntal ent�►; nr
�2} i�� date the ver�dnr becarne� �ware:
�A} of an employrnerrt or other busin�ss r�latlanship with a local g�vernmenl officer, ❑r a
famify member vf the ofEic�r, de�cribed by SUb�ec#lon (a};
�B) tha# tl�e vendar has given ane o► mare gifts described by Subs�ctiv� �aj; or
�Cj �f a farr�ily rslatianshlpwith a iacaf g❑v�rnmentofflcer.
Form provided �yTexas �titics Comm�ssian www.ethfas.state.tx.us RevEsea tinr����
0
�acA�. �avERt��n�n�T a�F«�� carv��R�Ts
DlSCLDSURE STATEM�Ni
( Instructtons f�rcarnpleting and flling fhis farrn are pravided on tf�e n�xt page.j
� Thig quest�onnalra reife�ts �h2�nges maAe ta 'H7e IaVY !�y H.B. �8, Sdth 1_eg., R��UEB�r session,
F���rt �lS
a����� us� ora�.r
This is the notfc� ta the apprapriate 3acai go�ernmental �n[ity that the following [acal �,a�a ���Bi�od
gavern ment affic�r has �eco�ne aware �i facts ihat require the oifiCer to fiif� thl� s#atament
ir� accordance �vith Chapker 178, l.aoal Gov�rnment Co��.
'� Name of Lo�a! Coverr�ment Oiflser
NfA
J a O#fiee 1�ield
NIA
3 i�ame 4f Vettdar desCl'i�ed by 5ec#losts �i6.�ai{7j and 176.4fl3{a}, Lo�al Gn�ernment
Code
NIA
4 aescrlpttan nf the nature and extent of eaah �mployment or nther buslness relatienship and each fami[y reiat[onsl�ip
w[th v�nriar named in iiem 3.
NIA
� L.ist gifts acce{�ted by fhe loca] gavernment otfiGer and any fart�liy m�mb�r, if aggregate value of the giits accepte�
. frnnt v$ndar na�med in item � exceeds $tUfl durtng ihe 7�-m4nt� period describsd by 5e�ctiQn ��s.fl�3�a}�2){Bj.
pat� G�it Acceptad I�TlA pescriptlon Qf �ift
Qate Caift Ac�epted �fA �es�riptian of Glft
NfA
NIA
❑ate CiftAec�ptsd �l� pesCription of C�Eft ���
(attach adciitianal farms as nacassaryJ
6 S[GhlATI]RE I swear under penalty of perJury that ihe ahove statement Is iruv and earrect. 1 ackn�wledge that the dEsclosure applies
to eech Famlly rnsmber (as ddfinod hy Section i75.00i(��, Laca1 G�vernment Gode} of this lacal gvvernment nfflcer. !
alsa acknawladgQ that ihls statement �overs the 12-mont�i period descri�od i�y Seetian 176.Oq3(aX�}(s), Laca1
Govvrnmeni Code, ■' A
R�1 1T `
I�nature I.ocai �ouernmerit Offlaer '
a,�,�r �G,y AAARIA LAiIRA PAREo�S P�ease �omplet� ei#h�r apfion belaw:
�„�� �+ Hpt�ry4Qlit3�G1Z$BP
+Y I�AyC❑mmissian �xpires
'�aF ApN[ 15� Z02�4
5�ro�am io snd s�e�ecrihed hefora ma t�y Adarn I.unaf.urd
�0 .� I1 s ta rt y which, witne�s rnp hand and �ea� of af�ea.
administerfnp oaih
�2J llns�rarn psGlarativn
MY �arne Is NIA
My �ddr�ss �s N1A
�xae�ted 1n . N1A
this the z8#t� d�, qf 7u�y
� L I� � r •
Printed name af atf�oer adrniniaterin�f aath l�file of oKlcer edminlslering oaSM
r
and my dat� of �irth ls Nl�
NJA NIA NlA NIA
, , �
(sireeij �ciiYy �sfeEe] .{xiP �edaJ (caunfh')
Coun�y, State oi NlA , an the N�A �py flf NlA .. .�T— , 2Q N�� _
NlA �-
5ignature af Lacal Gavern t afifcer e�larank)
Farm pravided byT�xas Ethics Cbmmissi❑n www.ethlcs.stato.tx.us Revlsea e11-11zt�1u
I,�CAL G�1lERIVMENT �FFI��R CONFL[CT5 �fS�L�SURE STATEMEIdT
Sectian �f76.�D3 �# th� l.ocal Ga�ernment Gode requires �ertain local government offic�rs to file tf�is forrrr. A"local
g�vernment officer" Is defined as a mem ber a# the gaverning bady af a la�al gavernmental entity; a d irectar, superin#endent,
administratar, president, or other person designate� as tk�s exec�tive oificer of a laaal governmental entity; ar an agent af
a local goverr�rnental entiiywho exercisesdiscretlon inthe planning, recommending, �efecting, arc�ntracting of avendor.
This form is requfradta be filed witl� the records administratoraf the laeal govarnmenta[ enkity not latarthan 5 p_m. �n the
seventi� business c4ay after the data an which the officarbecomes awara af the facts thal raquire the fiiing of this statemQnt.
A local �ovarnm en# �#ilcer �ammits an affense if ih� a4ficer knawingly+ viol2�les 5ecti�n t 7fi.003, Local Governrn ent C�de.
An oifense unde�#l�is section Is a misd�rne�or.
ftefer to chapter #�6 of the Lac�l G�varnment �od e for detafsed infar�natian regard In� the re�ufrement to fi1� this farm,
�M57'RUCT[�f�15 �OR GUMPL�TIN�r THIS F�RM
T��]9 f�IJ�41�flf(J.' �TUf77�7�1'S CpiCES�J017�f0 tJ18i]!lfi1�7E!'B�,f]OX23�Ii N��' QtF��CSf�$.
'I. Narne of l.aca# Go�ernmen# Offic�r. Ent�r the r�ame af ihe lacal government afficer filing ihis statement
2. Office Heid. �r�ter the narn� af #he afiic� hefd by the lo�af government ❑fficer #iling thls statemeni.
3. Narne oivendnr descrlbed by Se�iians 176.OU1�7j and 176.�U3[a�, Lv�al Gavernment Code. �n#er the name of
the vend�r desarif�ed i�y Sectior� �i�6.�41(7y., L,pcal Government Code, if the �endor; aj has an c�mployment or other
businsss relationship with the lacal governmant a#ficer ar a family memb�r of the officer as dascrlbed hy 5e�t�an
� 7E:�03{aj t2}(A}, Lacal Goverrrment Gode; b} has given ta tha facal ga�ernmant aific�r ar a family mem�er of the affic�r
�nQ or mar� gi#ts as described by Section 176.403[aj(�j(Bj, Lncal G�varnment C�de; or cy has a family relaii�nsY�ip w�th
the tocal gavernmer�t officer as defined by Section i'�fi3O�i ��-aj, l�o�al Govern�nent Cade.
4. bes�r[ptian nf the nafure and exten# of eaaE� em�layment c�r other 6uslness rela#innshl� and each iart�fly
rela#ianship witE� uendar named in itern 3. D�scr�6e the natur� and extent of the vmplayrnent ar ather busine$s
relatianship th� vendar has wit�s the lacal governrrtent aifiaer ar a famfly mem��r ❑f the of#i�ar as describ�d by Se�tfoh
176,OD3(a}{�}�Aj, L.�cal �overnrr�ent Cade, and each famfly relationship the ver�dar has with the Eocal gavernrrrent offlcer
as deflned by Seck�on 17B.q0i (2-a}, Local Gavernment Gade. �
S. List gifts accept�d, i# #he aggregate value at the g ifts accepted from uendor narned in Item 3 exceeds $1 Q�.
�.ist gifts accepted durin� the 1�-manth p�r;dd �descrl�ed by Section 176.0�3(a}(�}�B}, Lo�al Gavernm�nt Cadej by the
focal gaverr�rnent aiiicer orfarrjily metr►ber of the atficeriram the vendar namad in It�m 3 that In th� aggregate exceed $7 0�
in value.
B, Signatur9e. 5ignature of lo�al government officer. Camplete this sectian after yau finlsh the r�st nf this report. Yflu
have t�ne opkian to either; (1) tak� the cflmpletea� form to a natary public where you w311 sign abav� the �irat Ht�e that
�ays "5ign�ture af l.ocal Gqvemment affice�' �an eiectronic signat�re is nat ac�ep#ab[e) and yaur signat�re will ba
natarized, ar (�} sign abave bath ilr�ss that say "5ignat�re vf Local Government Oificer (l] clara )" (an electrQnic
si�n�fure is n�t acceplable�, �nd flll aut the �nswarn de�laratlfln s�ctian.
N I� �
oca Gov�rnmer�t Cn e§ 17�.001(2-a}: "Family relafionship" means a relationsh`sp betwe n a person and �nather
person within tha third degr�e �y consanguinily ar the sacand degree ioy afflnity, as th�ose ter�'ns are �efined foy 5u�chapter
�, Chapter 573, Government Code.
oca Gavernrn�nt Ca e§ 17fi.0U3�a}.�2}{ :
�a} A local g�var�ment oTficer shali file a confli�ts disc[nsure statement with respsol to a�e�dar if:
�*.
��) thQ vendor:
�R} has an employrnent ar other business f�etatlans�lp with the lvca} gavcrnmont vfficer or a
iarnil�+ m�mbernf tha officer ��af results in the offi�erorSamily member receiving taxable fnaflme,
o#�er t�an ir�vestrr�ent Income, ihat exceeds $2,500 du�ing the 1�-moMh �et�iadprsoeding the
data that the of#{cer t�ear�mes awaro that:
(i} a cantra�t between t�e laca! gavernmer�taf $nfity and vendar haa been executed; or
{ii} th� lacal ga�ernm�ntal entity is considaring entering inta a contract with the ven�ior.
Farm p�ovlded 6y Texas �thics Commission , www,�ihics.state.tx.us Reulsed 811Tr2020
0o a� oa
B!0 FpRh�
Page 1 �rf 3
5�C71�f� �0 �11 0�
�ID FQRM
T�]: The Purchasing I�nnager
cfo: 71�e Purohasing Divisian
204 Texas Sireet
Gity of �ort Worth, Texas 76�102
FaR:
CLEAi� FQRK F�RC� MAfh!
City Prajed Na.: 'I Q0996
LlnitslSe�tions: Unit E: 5anitary 5ewer Impra�rrients
1. Enter inta Rgreement
The undersige�ed Bidder prapQses and agrees, if this 9id is accepted, to ent�r into an Agreemer�# wit}� City in the form
incl�ded in the Bidding ❑acumants #v perForm and furnish all INork as s�eciiied vr indicatad [n fhe Cantract ❑ocumen#�
far the �Id Price and within the C❑ntract Time indic�ted in this Bid and in accardan�e with fhe ather #erms and oanditions
of the Can#ract []oc�smen#s.
2. �IaD�R Acknowledgements and Certi#icat[an
2.'F, fn sU�mitting this �id, Bidder accepts ail af the terms and �ondi�lons of i�e lN1�ETA�IOfV TO BIDa�RS and
IfVSTRIlCTIONS Tb 61DC]�l�S, including withflut iimitation those dealfng with #he dlsposition of Bld Band.
2.2. Bidder is aware o� aIl oosts ta prarride fhe required insursnce, will da sa pending cantract award, and will
provlde a val9d insurance certifr,ata mssting a11 raquirements within 14 days af nati�i�ation of award.
2,3, �idder cartifies ihat this Bid is genuine and not made in the interest df ar on behalf af any undiscl�sed
Individual ❑r entity and is not submittad in conformify wifh any oaE[usiwe agreement ar rufss �# any group,
assoclatlan, arganlzatian, flr caeparatian.
2.A�. Biddar has not dlrectly ar indlre�tly indu�ed or saficitad art5r other Hiddar ta submit a false or sham Bid.
�.5. �idder has not salicited or induced any individua[ or entity to refrain from bi�ding.
2.8. �idder has not engaged it� c:orrupt, fr�udulent, oallusiv�, dr eaerciva �ractices in campeiin� for the Contract.
For th� purpases of tF�is Paragraph:
a. "cor�upt pracc�ce" means the afFering, giving, receiVing, or sallciting of any thEng af value like[y to
influence the actian af a pu�licofflcial [n #he 6idding prooess.
b. "frau�ulent pracklce" means an int�ntional rnisrepres�ntation af fa�ts ma�e {a} to influ�nce fhs
bidding process to the detriment af City (by t4 �Stablish �Bld prlGes af �rtifi�ial non-oornpeiitive
levals, or (cj fa deprive City af the beneflts of free and open competitian.
c. "caollus�ve practice" means a scheme or arrangem�n# hetwean two or mnr� Bidders, with ar
withouf the lcnowiedge �f City, � purposa of which is to es�a�lish 81d prices at artifi�ial, nor�-
campetitive ievels.
CITY UF FaRT WDRTH
STRN�AR[) CONSiRUCTION SPEGlFIGATIDN oOCUMENTS CLEAR FaRK FOR� AArUN
Fartn Revisad 58plember 30, 2021 CIT1r PRQ.lEC7 No. 10689fi
aa a� o0
Bld FDR�A
Page 2 4t 3
d. "caer�ive pra�#ice" means �arming arthreatening to harm, directly dr indiracfly, persans ar their
prflperty ta influance thelr parpcipation in #he b9dd�ng process or atf�:ct the exec�ution of the
�ntract.
3. PrequalifaaEion
Th$ gidder acknawledg�s tt�at th� fol[awing wark rypes must bs perfor►�ed anly by prequalified contractars and
su�caniractars;
a. St�ecial F'r�ual�f�cat�on; Horiz.ontal !]irectional C]rilling 36�lnches and Smaller
�. Sewer En'taroeptorslFarce Main LJrhanlR,en�wal, 36-Inches and 5maller
c. �unne�ing � �48-Inches and Smaliar
4. Tim� af Campletian
4.1. The Work will be complete f�r Fina[ Acc�ptance within �4D8 days affer the date wi'ten the
the Contract Time commenees ta run as provided in Para�raph 2.�3 of the Gensral Conditions.
4.2. Bldde� accepts the pravisians af the Agreemerst as to liquidated damages in the eaerit of faifure to r.om�lete
ths W ark {andlar achievsmeni of NLfle�tanes} within the times sparaf[ed in the Agraernenfi.
5. Attached to this Bid
The following dv�ments are attached ta and made a part of this Siti:
a. Thls Bid Form, 5ection �� �1 00
b_ Required �id gond, 5�c°tion QD �3 13 issued �y a surety m�eting the requirem�nts af Pa�agraph
5.d1 a�f tha General Condi#�ans_
c_ Proposal Fort'n, Sectlan oo �.2 �3
d. Uend�r Compliance to State Law Non Resid�nt Bidder, Sectlon 0� 43 37
e. MWB� �nrms (optional at �me af 3�idj
f. Prequalification Statement, Section Q� 45 12
g. Conflici of Interest Statemant, Saction 00 35 '13
*If nece,ssary, Clq vr CIS farms are to be �rorrided dfraatly to City Secr�tary
h. Any additianaE �iocumen#s that may I�e requifed by 5ecfion �2 af tha Instru�tians ta Bidders
6. Tntal Bid Amount
B.'i. �idde.r will eamplete tha Work in accordance wit?� #he Contt'act Dacum�nts for #he fallawing ksid amount. In
the s�ace pra�idad below, please enter the toial bid amount for this prajec#. 4nfy this figure wil] be r�ad
publidy by the City at the bid apening,
6.a, lt Is understoad and agreed by tkte Bidder in signing this propasal that t�e t❑tal 6id ai'naunt entersd belaw is
suhject to variflcatian andlor modiflcat€on by multiplying #-ie ur�it i�id prioes far Pach pay item by tha respective
esti�nated quanti#ies shawn in this propnsal and then #otalin� all af #h� ��ctandad arn�unt5.
C]TY OF F�RT WOH"I"H
STAPfpARa C�NSTRIJC7KiN SPECIFICATIflId O�GUM�NTS CLEAR FaRI[ F�RCE A�IAIN
Farm Fiev�sed 3eptemk�er 3U, 2021 CI7Y PROJECT Pda. 1a09B8
• DD d1 v4
BIo FaR�f
� " Pg�e 3 0� 3
estirnated qu�ntities shown in this pro�asal and ther� tvtaling aSl of the axt�nded amount�.
6.3 Evaluation o�Alternate sid Items
7. 8id 5ubmiftel
�fhis Bld ia submitied on
Tvtal �id
7128122
Respectfully hmitted,
By:
lgnaturej
Adam Lunsford
(Printed Name)
Tlfle, V�ce President
Cflmpany: S.J, Lvuis Cons�ruction af 7exas, L.td.
Address; 52p S. 6th Ave,
Mansfleld, Tx, i8nB3
State af Incorp�ratlan: �exas
EmaiL AdamL�sjlauis.c�m
Phone: 8"i�-�77-032�
�ND �F 3�GTlOI�
GTY �F F4R7 WORTH
STANDAR� CQNSTRUGTI4M 5P�CdFICA7lON D4CUM�Ni'3
Fcurn Revissd Sep9ernbar 3U, �a�1
$��,8�9,8'15.7'i
by the enfity named b�lo�rv.
Carporate Seai:
CL�AR F�RfL F4RCE MAIN
CI'iY PRaJ�CT No. ia088a
�a+a as
a�apxapos��
Pa�a l vi a
S�C�'IRN! 4U �F2 e{3
pR�P�BALF�RM
�]-'T�i� C*� � =] I ��
s�ausk �
Na,
Project IDwn [nfflnnatioie
Deacxipiian
�idder"s A��alica�ion
a�ae,� e��
Specif�cs[ieei []nif af aid Elnit Pdce S41 Yal«e
$ceNonNa. Mees�ire Quentity
9 8989.ff001 36" HDPE aii�S AR-19 For�e Maln 6y HDO �3 S1 2B �F 6,�25 $1,64a,oU $8,9d5,&25,dU
,.. _. ._..----- _..._._.. _.•..-- •._...___..._ ...... . .........._ ... _.... .
� �898.4tl42 36" HRPE D#PS bF�13,5 Farce lulafiq wd 33 3q 2$ �.F 1,059 $995Aa $9,053,705.�Q
Ac_capt��fe Backflli ,,, .
, _ .._ ..._.. _ .. - .. _. ., .... _ . .. ._ _, _. ._.....
999B,a�03 3B" HRP� �IP3 DR �3,6 Fo�ce MaiR wd
3 3S 31 �B LF S,t3d $1,�481,4� �7,848,7S�L,00
CS5 Backfdf
,. _ _ - •- - - - � � - - -• -- .. .. . . . .. . .. . . . ..... . . - -.. .. ...... _ ..... _.- - ...... . . . . . ... . _
4 9889.OQa4 � 38" H[]PE DIPS DR-13.5 Force Aifaln W1 �3 �� �B LF 47 $1,17�.fl6 $55,225,OU
�eep. Tr���h Bacicfill ._. ..,. _.. _ .... � _.. . _.._ _.._ _ . . -- -- --- . _ ..._. _.._..._. ..._.
-- - - _.___ .,w,� .. . ., .........._ _ _—,_._..... .. - - -
� 9998.64p5 98"HDPE Ii[PS dR-�3.8 Force Mein 33 U9 2�, �F 2,599 $4,847.fl0 �2,82b,$C�3.00
- - . . . CBrrie� pV��_..._ ..._..... . _ _.. ... 33 31 26 , ..�., , ,__...,..... . _.,_ . _. . . ..._... . ., . --•••--_ _. _
... ...... ... .-•-• - -, �........_.
& 3331.4334 2T' FIbeC�lass 5eWeC Pi¢e, CS5 �aCkfll[ _. 33 31 13 .^. ^ l.� ... 3fi�- • - $1,249_DO - ---• -• $45�,138.00
-- . 7 .- 3345.3Q11 �'7" Sswer Cerriar Pipo 83 U5 24, �F 401 $B78.p� �99,67B.dD
33 34 13 _...
..__.._.. ..........._._._._--- --- ... ,. �. . ..,...,....... , .............._.,. ,_._.�_.. _...__._.-• • -
B 3331.4325 24" Fiber�la&s 3ewer Pipe, CSS BackHll S3 31 13 LF --- 393- .. .- �i,�3Bw00 _ $�i85,748.0a
... 9 ' . 33fl5.3o1fl 2h" a^euver Carrler PEpa • -- --. _..83 05 24, �F 24 $85+FA0 - - • -��7,Q80.Utl
.. ......... ........___-.__..,_ _....._..._. .. 333113 _ .. ..... . _._
,..._ ._W ..... ._..�. ___ _ ..,_. _... . .. . ._... ..._ .
14 3395.1��3 AB" Cestnpfiunr�el I.iner Plate By �thar 38 ns 29, LF 2,�99 $1,64fl.0� $4,i5Br48U.D�
..__.--.•--• Than ��en Cut ,. . . ,,..,. .. 3$ DG 22
,...�..,r.,...... , __�._. ,_ .. ._._..,.._..W. �----- - -...-•--,,. _. _ ..._....._- - --... _._...... .. ... ....... _
7� 33a5.'12U$ �2" Casingffursnel Liner Plele 6y �Iher 3'3 Q6 21� L� 121 $1,299.00 $157,979,if0
_ —_ _ 7han dpen.Cut . _.._... _.._ . . _.. .. ..._. . .. .. . ... _ S3 �5 22 ... .. _ . _. ,,. », ,..____
. _. _ .,. ...�. _�.___ ...,.... ,_ ....... .. ..... . .-- � ........,...
_�y�2 __.. 3341.U2dB 24" RCP� Cls�s IV .. 33 d1 10 LF 20 5124.f1U $2,+44U.40
...�,..._.»._. _�....., _.., — . _ ..---- --- - ... . ..._ .... _W _ �..._. �.._........� ------ ._ . .. ...... ....- _.._ _..__... _ _ . _ .__.__._. �
13 3S1P.301U 38"Ga6a11alVewlVault 33122a EA _ 7___ �900,44�.9D �_ �74Q,Uo6��0
,___..._-•--.------___.__.�__......__....._....------.�.._ __--. - --._..__--.__ ._---
1A 9998,�0�� 8' Menhale 33 39 10, EA 1 $31 �qp0.0� $8't,00i3.9�
...,..._... W.;.,. �.__..�r---_..._----- -- 333820 ..___ . -
..._.• - --- --._._.._..... - — ---..__..... ..._._.. --- --- . . .. _. . .. .
95 998$.0409 8' �xt�a aepih Manhole -- 33 3910, VF 9 $1�OOOAQ $8�U04.00
33 39 2Q
_...._..._. ._ ....................�--._..... _..,.... _...._.,,..,...._.�..., .--...--.__...__... _.--•••- -... -.. ..._ . ... ._...._ _» ---._._....._..�.
'i 5 3339.12U1 fi' MsRhnle 33 3@ 1 Q� EA 2 $45.70Q_Ui} �81 �+L�0,�0
. 33 39 ZQ
. - --- -__.-__..______.-�__---- ----- -- ..,.... _._..._._._. ,,._....._.._,._.. ...�.........-.....-�••-�---_._..__....___,.. _._.. .. �.. ....
1B 333B,1Z43 6' Ex�ra i7epth Manhale �� ���' VF 19 �dUO.bd $4,4Da.U0
. __ 38 39 2Q µ. ,,, ., ._..... .. _ .... _r.,_,
_. __ .... ...... ....... _..__ _............._ ... _...._. ... _.. - ---.-�.. _ ._...._.............. _..,,..._.. _ - --....�. ..m.,�-.. .. .-,,-_,._�-....
w 17 9999.fl�d7 B`PalymerCdncrsteMer�hale--,..,.�.»..33392� EA _•-•1_- .._ �88,800.Q0 $38,BODAa
. ----•-- - �----_.......__...r...._- -
9899.0�0$ 1D' Polymer Goncrote Manhnle wl Vortex
�8 33 39 21 F�1 i $243,0O�.Ofl $F49,UOU.00
Insert
...---- --_. �..._.._....._..._....._.._.._.._._....... ..._, ._. .., ......, ._..w._.._._._. �,...,............ -- , .�.... ,._�....�..._,. .. -.._..__...�..__.
- �9. ._ �339.0601.--�pox�' Manhnle Llner . ....__.� .�_. __.__.. _._ � 38 8d _ . VF 3S $B�B,UQ _ _ `�6�.524.4U
-• -- _- - - .. ........ ..._ . _.�..,.�V
2D 0185.01Q1 Rallraad Caardfnalivn �UPRR� _. . .... ... 01 3518 ;, . _ ..�5 . .1 , _ . $12,UOd.OD ._..- ._. ... $92�OUO.Ofl
�� �� . 9999.Op{19 Railrnad flagmen and Construction 41 35 18 l.S 1 �3i5,4a0,4 $31$,40�.40
---. . . .. ahsEryat{onAHovrancs_[UPF2�2) _........ _..._,. _ .. ..._...-•- •-••-••_.....__. _.. ._._._,,. ...................._..—.....,_....,_....... . ...,,...___..._. _.
�2 6135,�1fl1 Raliroad C�ardinatlon [FWWRj_ Q1 35 �3 LS 1 �7,006.4� $7,OOp.G�
- •-••• ..- - - --- - - --..•,.._ ............_._.. __. ... , . ._,...�_.._
. ._.. , .. . ,..... ._..,.._._ .__..____._..-..._._.,--_. -._ .. .__............. __ ... ..
. _�3�_ 4135:0102 Ra4lroad F�agmen (FWVYR} . . . 0�1 $5'E8 WQ 4fl $2,5QD.Ofl �1ao,D40_40_
- - _______ ••----.... _.... .. . _. . _ .. ..._..._..__.. ..
24 3125.[s10# 54UpPP � 1 anre � 31 25 4{1 � LS � 1 $73,U0d.U� �7�,�Qa.�d
--_..._.........___ ........___.. ..... -•--•._.._.. __._ _ --- - -�_._ ..............�._......• --- -- . ..___.......- --�.._____ _.. _
28 32[1i�4127 10' Wlde Asp�alk Pvmk Repalr, Arlertai 3� 04 i7 L� 2,11� __� $193.�4 _ __ �2$4.898.a�
_______ _. ______.��....._._.........._.. __... ._.. . ..._ . _. __.�� _ _._.._.._. , _.... .. — --__
�9 320i.p117 10' Wlde Asphall Pvmk Re�atr, Ras&ier�tial 32 p1 17 LF 353 �108.qQ 338,32�.dQ
- • •-. . . . _.. ......_ ...... • - ----- — _. ___.._ .. W ...._._ ..._ _.. .. . .�. _. _._. .»... _ . . . ......� _..,,..,__.
�7 0247.1806 F SurfaceMllling 42d9 95...^ _._.5Y .;. 7�2�3_ -- �3AO u _��1.759.Op
,-•- _. .. ... ._. ____..�'_� __._. _... - ...._._ .. -• ---�---�- � . .... ,. ..�........... -
2$ 3212.a342 2" P11��ha1t Pvmt T�e � .-----_...._...._- --.... _.� 3212 � fi _ SY _ �. »_ 9�.8� _ ............. _$21.p4 -•-- - $2�5,842,�0
,.......,...� ._.._.._.�r... -
�9 3201.i]Bi4 Gar� Pvmi Re�alr, R�Identlal � __ 3a 4i 29 -- --- SY � _ 218 _ ...___. �117,Oa _....._^. $25,5o8.�p
.� 3U � 3�01,0616 CanG Pvmt Repak, Alte[iplllndu�tlia) ^ 32 01 24 SY �4,saa -- - - - ���o.ao ----- - �sos,A4fl.fl0
�31 32i 3.a341..�4" Conc 5idewalk ^ � � 32 i3 2D �� 3F 9 �8,a0 .- --„ $72.00
__...._...___._....._�-------•__-__—.- --....__.._..... ..._...___.._...._.
32 329i.a1U0 �'ops�il � _ 3�9'�'19�- --GY _._Y� � ._.... #34.04 �.. - -- - 3Z5.2fi0.0�
._..._.._.- - - ---- -•--- .._.....--- -- - -- .. ... _ - - -.�� �,.._., ....._ _.... ,...,..,......__� . _.-.�r-- - ---- - - _.- •-• •_ ---
38 3292.�4DU 5eedln�, Mydromulch 32 92 'i�4 �Y 4,D36 . . .. , $Q.7� -•- ------ $��885,2�
�.-J-34��3�92.Ui�o BlockSodPlaeement.._. .--•-� �•-�329218 f- 8Y 11,481 $6.40 $BB,549.Q6
38 33a3,[740'i Bypass PumplEl� _ —._�.. .�~.�_vW..Y • 33 03 1D y S ' --- � ..__ __�5$,OOfl.00 _ _~� �58,40fl.40
..._._» -•-•----- •- _ _. _ w� . _.__ .. .. _._- --.. ...._.._.._. . . - - �— ---
38 89Q5.Q149 �'rench 5af�ty -. .. 88 05 1Q _ L� .._. . 7�061A _ �,_ _.. _ $0.01 --- ,..._., $74;51
.. .... _.. . _.._- . __..____..._......_�._.._._.-- - • -..� _._ _ • - --- - •...�.. ..._.., ._._ ......M __ .
37 �89.Q�1U Dual 8" 5ewer Afr fi&le�sa Vahre & Vauit 33 3� :0 �A 4 $101�6�aA� �_____ $404,aoo:oo
._ ____- --• --- • - _. .� _ _ .�
38 02�1.2Q21 Remava a4" 5ew�r Llne -�.._. �._.._._.�- 42 �1 14 LF 7fl� ...__ ^$64,�0 ----- _ 544�800,00
c�rra� r�o�rtivoazH
STAHRAI� CONSTIWL'R03tRP�CIF�CkTION DOCt1fdBHI3 ADD�i+iDUM No. 4 CCE�TAY PR016CTHe.B �G9 6
pem, r�nr�ca aolxalso
ooax�s
$IV YRRPffSAG
P��s � of 2
S�CTION QO d2 d3
RiZOP�SAk. F�RM
IJNIT PRi�E Bll]
Bidd�r�'� Appf�catian
I'tqject flem [nfarmatlan l�idde�4 Erop�l
Bidlist Item pescriplion SPer�Yscalion Llnp of �id Unit Price Hid Y�iue
Np. SecRioll i'1a, i�q�6�40 Q[�aiitfiy
_. . . . - - - . _�
39 , 3123.0101 .11rlClassl�ied Excavatipn by Pian_. 3q �3 18- _ . CY _.i,b$3 - �35.Da - - - . $��,855.tia
__ _ . - ..__.... _.. .-- •. ..--
_ �......._.._
�44 33fl5AP62 Im aried �m�edmanUBackfiil, C55 33 05 10 C1' 1�Ali3 �'k'li}.�� $159,836,00
.... � ..-- -- ,.__ .. . _. ... - ... _ .. . - • -- • -
9999,0a19 Trae Pratectlon and �empar�ry Workspace
_. _ , ..
4'I 8'I 1 �[1[4 LS 1 $175,QOO.aO �1T�v,0��.40
Fon�inA , _.... . _.. . . ,
- --- -
_._ .. __. .
. _ ,
A2 . 3110.07 U2 S"-12" T[ae Ffiamaval �1 't 0 �� FA . . 3. _ _ . . $4{1D.�10 $1 �2�T1.Q6
.. ... .. � . .� .,_. .__ .....,.._.....____._. --• -- .. ... .... .. ,. ,... ,_.-,.......--, -..,»,..- ..._. _.... _ _.._
43 3i10.d103 12"-18"Trea F2arr�oval • 31 1p Q� EA 2. . $8C]D,a4 -- •�1�8��;aU
.,--- � -�--• -.....__.......__.._.------___._ ......... ..... ..- - -..�.�.._.. •---- _ _ ___ ..._.._...� ._ ......_.._
-• •--
�$4 - - 3�10A1�G 2�" and Larger Trae Remvval, _ - . . . . 89 10 0ff ..._ ._. �� ....._..._�. . . . _._... �2,soa.40 -�,90ti.40
45 31i0.4106 Remove and 7rans lani2 Trae 34 9� Oq �A d $20U.U6 $$D�A[}
. . ._. . . .--• -• _. .__ .._.- -- . ._�. - •I�-- . . • • - . . ..
.
d6 31 i0.01 U7 R�nowa and �ransplant 3" Trrea. 31 '14 06 F�1 4 �- $340.Q0 $1,�Dq.�O
..._..__..__._...__.....�._. .__----_........_.........._.....__.__..._-- -- ---,.�---- __............._ ................W....__........,.---...._.....�..�
A7 9998.0092 Remova and Trans�fant 6"+ Tree _ 31 90 �fl E!1 G $2,UU�.O� $10,flba.flit
__- __ � __...._ . ._.........� ... ........... .. , .. ..,.,,.,.... ,-., ....._..
48 3�17.�3q7 Remove Ralsed Marker 3� 9723 EA 278 __ �5, �9,39Q,04
_..........., ., -•--------• .... -.. •--- __-__ .._._....�. ------- -- -- --�--___- - - . . .. ..........._--- -- -. .._ ,.___.._..
!�g 8217,00�2 R" Sl.� f'vmt Marking_iiAB�Yj 32 'iT 23 ... LF __ 2.542-- -._. $4.00 $9 �,OUS.dd
6U 8��7,4043 �" SRK Pvrrtt Marklrlg MR5 (W� 32 1� �3'.. LF 8�8 _ 53.�� ... $1,g78.OQ
-- - .__..... ..__._ . -•---._.__..__.._..._..___._......_ ... .. _._ ..�_ _ ..... _.._.._.... . -• •--• �--•- .W _..- - -• • - - ...._ . . . •- -- • �- _
51 $9$9.0413 petour RQutes, By Phase _ 34 i1 13� EA 71 $4,500A0 $49,600.00
_. _.�_..._ w.�__ -- --. . _. ..............._._.._ . .�.. •.-- ...._.. ... _� _,., ._._.._ ._ __. . ._ ._..._.._..._
. . . . . .. ...... .
52 �479.00�3. T'raffc Contral Dalalls , .... ....-.- -•. -.--.---. -• 00 00 �4.-..- •-•••EA ----.....2 ........ ........ $5{30.ff� $1 a9a,00
..-n.y� r._..� .r..._.... �.-..._. .«.«,� � -.� _ . . .. . . . _� L �
53 9999.no1� TCP7em�5ignal �usimenEa,6YPhesa p000Ufl �A _.._�..._. _._?��ona.aa $12,D�n.pD
-• •___ -.—.._.•-•._. .._._.. -•• -••---•. _ _ -- .. . ...... _ - -• •-•-- ..�
84 9999.Od7 6 TCP Ternporary Pa�emsnf -d" 1 ype B an 34 79 13 SY 523 $iO.OD �36,610.p0
8" Flexhaae
--___. _.. �.-- - ---__.._.. ...._... _----• -- -----___._..._._._ __...___...� .__.._ --........... --....... ..._.._._ ._ .. . .... ....._._�...
._. 65� 9998:041�. Remotire and Re I�aea Guardsaif �Z 41 13 LF 24 $8fl.0� $1 �8fl6Afl
58 3305.09d3 Exploratary Ex�avatian af Exislfng L1t�lEtles 33 05 3� �_� EA 17 _$8Ua.0� ., ^_� $13,fid0.�
_.�.._T___.�____.._..._ .--•_- -•----••-•..._......- - -. ._....._._.._._..�_..__ . �._...- -_____ __..� r....�,. ,....�..�
57 6244.3D15 Ramays 24" Sfarrn Llne 02 49 14 l.F 2� $2d.d0 $�b�•pa
_ - - - - - --- -. ...._.__... --.. ,.._ ..,.... ........... ..�_.. _._._...._. ,.........._ ..._._...._. �- --- --_ ._._ .. ... .. .__._ _..
•5a - 320�.U400 Tem�orary Asp�aif PaVfn� Fiegalc ....._ .. 32 0'f 1a LF 3,886 $39.UU $124,+F38,qp
.... .._. __._..,._..,.. .., .w.. ...._ _._._...__.....
�B 8999,U017 Irrigatlan Res[nrataon Allawanoe ao z� ao l.S 'E �15,4�4.4� $16,4fla,��
_ �_.... . _ ... ..... ..... -- . � . .... .- • - __ . _.. _.__-T._- •- ----- - .__ ..•---______...
B� 8989.4018 Gonslruclfon Allawan�� Ok 72 4d LS 4 1 ��2f7D,0�a.00 $2��,Q�a.�
�'olalDid $�9,8�9,898.79
�1VI1 #}F �EC:TIUPI
prr caF FORr wfltt�'H
ararroawcn�asr�[r�no�sr�ci�nTroarnna�sev�s rIDDB1�iJilNiNv.4 c� Yrao�ecr�io�a9�
FoaaAev�ed781lA120
vo 43 ta
910 i3dN[i
Pspe 1 0! z
s�cTioa aa aa �3
g�o aar��
�cn�vw n[.�. aY r�rs� ��seMrs:
i'hat we, S..f. L.ouis Constru❑tian of'Texas Ltd. .�n�� �S
"�idder" herain and Liberty Mutual insuran�a Company a �orporate Sure€y
duly authari�ed to do husin$ss in fhe Sta#e of Texas, known as °5urety' herafn, are h�eld and firmly foound unta the Giiy
aF �o�t Wvrth, a municl�al car�ora1ton orea#ed pursuant to the laws of Taxss, knawn as "City" herein, in the penal surri
of f�ve percent (�"ls] af Siddel°a maxtmurn hld price, in IawFul mor�ey af the United States, ta t�e Raid in F'v�rt Wari3�,
Tarrant Coun�y, 7exas for the p�yment af which sum we11 an� iruly to be made, we bind ou rselves, at�r heirs,
eaoeoutnrs, aciminist�atara, ���c�essars and assigns, jaintly and severa4iy, ftrmiY by fhese presenta.
WHIEREAS, #fi�e Princip�i has submiited a bid or propasa) tv per�arr'n Work FQr the follawing pr8jecf
designated as CL�Af� ��E�I{ FaRC� MAIN
NCW, '�H�l�FOR�, fri� �anditian of this o�ligation is such tYrat� if tt�e Clty shall award
the Contra�t f4r tha faregaing projeot ta the Principal, and tha P�inGigal shall sakisfy al4 requiremenks and conditlons
requlred fnr ihe exeGutian flf tt�e Gontract and shaq enter into the Cvni�ac# in writin� with the City in ae�arciance With
#he terms of suah sams, then fhls obligatian shall be and �ecome null and uaid. If, hawaver, th� Princtpal fails to
exeGute suc#t Contract in a�confance with the ferrns of same ar fails to satisfy all requiraments and conditians r�equired
#or the execution pf th� Contraef, this bond shall be�nme the praperty of the Gity, withuut ree❑urse of fhe Princlpal
andlar Sureiy, nat to ex�eed ihe pena�ky haroQfi, and st�al� he used t4 compensate GiEy for the dfiference 4�efween
Principa4'a tot�l bid amounf and #he n�xi ss�ecied bidde�s tota� �id amvunt.
p�R�V�p�p pUFtT#iER, that if any legal �oEion b� f 7e� on th� Bvnd, ver�ue shall lie in 7a�rant Gau nty,
Texas or the United �tates DisiriGt Court far the Nnrthet� aisiri�k a#'iexas., Fart Worth I]ivisian.
IN WiiNESS W�iER�4F, the Prin�ipal end th� Surety have SIGf��Q 8nd 5�4�ER fhls lnsfrumartt by
dilly auihnrixed ag�nts and of�cera on thfs the 28th daY af .. Julw _, Z���•
PRINCIF'Al.:
A7T'�ST;
Witnass as io rinaipal
carr a� �om' wart�H
STANDARD CONSI'RUGTION SS�ECIFICATi4N �OG1114VFNTS
Farm aevtsed 20i7i149
S.J. �ouis �or� truGtian of Texas L.
SY:
ig�atu
1fIVf•E- S�b�7�
I�arr�e and Tii e
CLF�4R FORKFQRCE MAIN
CITY PROJ�CT No. 100�98
p0 A3 73
f�1R BRHR
Pape 2 oi 2
1 � . . �,� i* ., i�
- - .
Attach Powar of At4orney (Sureiy� larAi6orney-in-�'ac#
Addr�ss: 520 Sau#h �th Awent��
Mans�eld �'7C 76063
��F
Li�$r �utual lnsuranae Carn an
eY:
igna ure
He��herR. Goe�ifel Att�me -in�F'act
1�ame and iltle
Addre�s: 84bD �farmanda[a Lslc� Blvd., �1��fi
Yelephvn� Hurnber. 763��2 7159
"�iote: lf signed hy an aff�cer�fthe Surety Cvmpany, there musk he an file a certified extract fr�m fhe 6y #aws
shawing thatthis persnn has authority to sign such v�Eigatian, lfSsarefy's physical address �s differen# fr�rn
ifs mailing addrass, 6oih rnua5tl� provid�d. ihe date of tha bond ahall not be prlor t� the ctate the Cantract
is awarded.
�rria o� sEc��r�
cn r flF Fn�r woRrf�
57AHbARb GONSTRL1CTIflN SP[CiFIGATIflN �flC11bEEAfi'8 CLCAR FQR}( FQFZCE �7i41h1
Fnrm fZcvisad 2017174H CIT'( Pit�I�GT Nd. 5�099fi
R
����
.�.utualo
su���r
7his Pawar of Atfaraey Ilmks lfi�a acta aF�hose named hereln, �nd they have no aulharity ta
bind the camgany �tcep� In the mam�er end to t�eextvnt heraln slated.
LilSeRy Mutual insuranc� �ampar�r
The Ohto Casualty Ensurance Carnpany
VIlastAmerican Insurance Campanp
P4WER OF ATTaRNEY
KIs141KF1 ALL PER50H9 SY THES� PR�SENTS: Thal The �hla Gasua�ly Insurance Gompany is a eorporallon duly o�ganixed under 1�a Eaws of tha 81sle vi New Hampshira, lhat
l,iqert}r Mukuel Insurance Campany Is a capp�allon duly �rg�nlaed und2r lhe 12ws af !he StatQ of �dessa�usetts, and WestAmer�r.an fnsurenae Cvmpany Is a corporaGan duly vrganlzed
under thelaws af tha State af Indfa�a �I�ere�n �o1[ecllvely called Ihe "Campanles"j, purs+�ant to a�d by authvrily hereln set forth, daes here6y nama, cansliluke end appalFlt, Bleke 5. __
Bohli ;�rian �: C c+nter, �saig Oln��tead• Srlk T. Gunlcel; �Ieatheir �i. �Z❑edtel� �0S31CA H6ff ICE�I NICU�� E auser- Laurie P11ug lbiegan Seott; MiahelfeHalter
Miohcl le WaM; Nir,ole Lang�r
all of ihe city af �31�s�min ton slate af 3�rtt+i each lndividually If ihere bQ rnare Ihan vn� narned, its tn�e and lawful altamey-In-faci to mafce,
axecuta, saed, adx�owiadge and ddlver, iar and an Its �ehalf as sure[y and as its act and deed, any and all undertakinga, hands, recugnlzancas and o�her s nroty uhligatians, 2n p�rsuanee
af l�ese p�ls and shafi be as hindfng upon the Campanles es iFthey hava been duly slgnad by the pros[denl and a�ested 6y the secretary of lha Gnmpsnles ln 1ha1r awn proper
persans.
IN YVITH�55 Y�HEHEOF, ihis Power af Aliomey ha� been suhscnhed by an au6horizsd oflicer or ofNc�l aFtioe Companles �nd qfe corpa�te se�ls of Ghe Caa�anl�s haue been a1�wa�
thereto Ihfs �4th dsy of Me , 2U?2 .
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Sfaks af P�i�NSYLVlWIA
Cauniy of h9oNT�OMERY
Llberty Mutuai Insurance Carnpany
►Nsu P�,KY iNs�,� .� t*�aWq� Ths Ohlo Casualty Insuranca Cqmpany
�a�Po � `�+�° '�a q'r�s4����� � �B5t�II119�CK7fl �flSI1f811CB CAfflj39fly
rr �o p� � n G'
���� S ��'�8 m � i��� �
�•ytip,��iCNSY�,dh� rd�kp ss'",iLO ���91'4MN¢�� g�� ��.
..�� � �� � � ��' � * � Oavid M, Car�y� ilBslste�# �acrelary
ceru��e �ac asvafla�-� eoaos
�n Ihls 24th day af Ma , 2a2Z 6efore rn�pefsonally appeared l]aNd M, Carsy, wlwadtnowledged himseiFta betha Assis[anE 5ecrataryaf lib�rty Muluai
Cvrnpany, ThQ �hlo Gasua ty�an Wcst American Insurence Campany, end lhat he, as �uch, being aulhod�ed so ha d�, �eeute ihe fdregaing Inshument for the
thereln aoniained hy slgning on hehalf af the oo�parations fay hlmse�f �s a duly eu�orlZed of�cer,
IN Y�ITN�S5 WH ERED F, I hav@ h ar�unta subsctihed my na me and ��ixed my notadal seai at k�n� aF pnresia, Parr�+►ania, on fha day and year flrst abave wrilte n.
Q.� 1,��.°"A r C
`�p s � CWAinlonwaallhatPennSyNanlp-NomryB�l
�� � ��� � 7ereaaPesle�a, twla ry Pubtla � ��
h1anlQomary Cvunty
OF �y �lae'an er�plres Mqrci� 28, �6 �y; —
�y CummaNennumherlf7.S9N ���gaF�k���i01���
r� 4�YP�' Sj �Nwb/r. PtmlySvenTalkloGa�9n �ilntelhs
.uj, �,
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O p�j
Ar� p�5� €
7hls Pawer vf Rit�mey [s msda and exe�uted purauant iv and by aulhority af the folowing By�daws and Aul�flrixa�ans nF Ths Q�a C�sual�► Ir�surance �ompany, Ll6erty M��ua1 I�
�naE�r�nrs Camnanv. snd WestAmeriran fnsuranceCampanv which resoiu�lans aro now in h�ll farce and effee�raadfng as #allays: I�
ARTIGLE kV —�FF lC�R5: SscGon 12. Paw�r oi Aitomey.
Any of�cer flr alhar o�9ctai of ihe Cgrparatian suthorixed far Ihat purpvse in wriUng dy ihe Cfi�alrr�an or �ha Presldent, �d �ublect to such ��mita�an as the Ch�.jrm� �r �e
Presldent rnay prescrihe, sha11 appalnt svch aktameys-in-fac�, as may be necessa[y to a�E Ip behalf af 1he Curpa�atian io make, axace�ta, seal, acknawledga and deliver as surety
any antl all undertakings, bv�ds, recognixances and other surety ahligalluns. 5uch a�ameys-1n•fae� svbjact ka t�e Ilmlta�lon$sel tor� In thai� respec�ve paw�rs of a�omey, shalf
have fu11 pvwe� to pfnd the Corporapon tiy #helr slgnat�re and execut�nn o# any sucf� Er�str�menfs and to aftach [hereto 1he seal vf ihe Corporsllon. When so sxa�fed, such
Inswments shall be as hl�ding as if stgr�ed by the Prasident antl attestetl to by �he Sec►elary. My �ower ar au�ha�iiy Brantad ta any represenlaGve ar alkomey�In fact under 1ha
pravistans af this ardsla may b� ravoked at any �ma 6y Iha 9oerd,lhe Cha1 rman, �he Presi�snt or �y the oAlcar or nHlcers granting sueh powar ar authod�,
ARTiCI.� Xlll —�eeutlan af Cantracts: Ses�vn 5, Surety Bflnds and Underkak�ngs.
Any afl�ear oF i�a Gompany autharlxsd fnr �hat pur�asa in wrlGng by th a chairrnan or Ihe �resldent, and s�bJect to sveh IErnftatlflns as tha ahalrmnn or t�a presldent m ay preseribe,
sha�l appofnt suc� attameysdn-fack, es may be ne�easary to ect in bei��f nf tha Cvmpany to rn�ke, execute, sea1, �cknowledge and �e�fuer as surely any and all underEaleings,
bands, reGugnFxances and o�her surety obligatlons. 5uch alEomeys-fn-iact subject to tlre IimlfaUons set f� in the[r respaative powers af attomay, shall 4�ave full pawer fo 61nd tha
Cnmp.anybyr thairslgnature and �ceeutlon oFany su�h �nstrumen[s and io attach th�reta kha seal of Ihe Campeny. When so axe�uted s�ch inslsua�anks sha11 be as f�nding as if
slgn ad by Ihe prasident and att� s�ad hy the sa�reteuy.
Ca�illcate aT nos{g���on — The Pras�dent of the Campany, a�ing pu�suank ta khe �ylaws oFilte Comg�Mr, Aulhadzes Davld M. CArey, Assisient 5ec[etery to appvint such eitam eys•In-
fact as rnay 6e s�Acessfry � act on beh a1f of i�a £flmpany kn make, uxequte, se�1, ackample�ge atld deRver �s surety any and all underiakln�s, honds, tacognitane9s and alloer surei�
nbllga�vns.
Authari7at[on- �y urranima�ts oonsant ai �he Cmnpany's Bos�d a(Alract�rsLL ih� Carnpany con sente thet fa�siml�a ar mecha�lcaliy reprodueed stg na�ure af any assislant �eer�tary af the
CQmpany, whererer appearing upon a ceNRed copy oi any pnwer of ��omey tssued byl�a Company in oonne��an wllh surety qurids, af�lk ba va11d antl bintl�ng u¢on �he Compe�y wllh
Ihe same fvFca and effect as �l�flugh manualfy amx�d. �
I, Renee C. Liawel�yn, the undersfgned, Rssl6lant Secretary, l'h0 �hia Ca�ualiy Insurance Company„ Lf6eriy Muival Insuraaee Cvmpeny, and Wesl Am�erlcan Insuranca Companp tb
here�y cerG#y that ihe o�glnal pawer oF atlamoy of wl�lch the foregoing is a full, tnte and Cartect capy ofiha Pow�r �f A�am�y sa�fed hy ssld Campenies, Is fn full faree ar�d etfed �nd
has not 6een re�alcad.
!R TESTIMQP�Y WH�R�OF, I have hereueta set my hand and aHh�ed lhe seals taf said Campanlas Ihle zath dsy of � auiy , 2D22 .
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C�
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1As[�R tY ��Pg�j ta {Hs�'�P
,y� Rvor�r�9,d, �' 4var+�r'�9 [,*��c�ra�y �
j =G �a �m � �� �apy��� � +`� `p nfi L.f��
� 197� p Q 99'!9 n � 1991 0
��, s�A�„�aD �p� ytANPS�4 � �s �"��+��'" �aa �y� anea . L e�ellyn, Ass�slant 5�crntary
�r� �r h� H.[ * ktiA �M * kt�
LMS-12873 LA7aC oCIC 4VAlC Mu1u Co 02�21
oo���'�
1/EI�p�R COlW1PL.IANCE Td S�CATE LAW
Page 1 af 1
S�CiION 00 �13 37
V��fDDR COMPLkANC� TD STATE LAW NON F�ESIQ�N7 SIDREf�
T�xas Gov�rrfinenk C�de Chapter 225� was adopted fvr #i�e award nf contracts ta nonresiderrt �ldders�, This }aw
provides that, in arder to be awarded a ��ntra�t as law �idder, nonresident bidders �out-o�-state contra�tors
w�-ias� corporat� offlces or principal place af busin�ss ara autside the Staie af Texas} 3�id proje�cts fal'
construcfion, in'lprove�rtents, supplies ar sarvie�s in Texas at an amoun� lower than the lawes# Texas r�sident
bidder �y the same amoun# that a Texas resident bidder would be required ta underbid a nonr�sident �idder in
qrder tQ o�ifain a comparabl� cantract in the State whiai� the n�nr�sident's principa! place vf busin�ss is Iv❑aked,
The appropriafe blan4ts In 5ec#ion A must �e filled auk by al{ nonr�sident bidders ln �rder f�r yaur bid ta meet
specificativns. The failur� af ndnresident bidders #a da so wili auto�atically disqua�ify fhat bldder. Resident
bidders must chack the bax in Sectian B.
A. I�anresident bidders In the Sfate �� , our princ4pal placs of business,
ar� ��quired tn be peraent lawet than resident i�idders �y 5tat� Law. A c�opY af fhe
Sta#ute is attached.
Nonresident bldders in the 5t�f� of , aur princ.i�al place vf buslness,
ara not requir�d ta underbid �esi�e�t bid��rs.
�f"h� �rincipal pla�e of business af our company or our parent company nr majarity awner [s
in the State oi Texas. C�
Bial3ER:
S.J. l.au�s Construction af TPatas, Ltd.
5�D S. 5th Ave.
Mansfield, Tx, 76D53
By: Adam �.unsford
�Signature)
Titie: Vica Presid�nt
�ate: � �'�' �"D?�
�c�n a� s�c�ciar�
c�r�aF �oRrw�arH
$T,allo,4Ro CONS'fRUCTIflH SPECIF�CAT[a�v oaCUMENTs
Forrn Revlsed �u13�827
CLEAR F{�RK �ORC� N1AIN
CITY PRQJ�CT Na, 9UU9Qs
ao¢sii-i
�Yr�n��s ex�qu��c��zarrs
Page 1 of 3
1 SECTION 04 45 xl
2 BiDDER� �'REQC7A.Ll��CATX�NS
3
4 1. 5amxu�xy. .A Biddex or the�ir desigt�ated subcaniractors are required to be prequalified or
5 havc applied fa�r prequalxfic.�ian by �he Ci#y for the wark ty�es zequiring preq�.alific:�.iiaa.
6 p�or � submittin� bids, To be �ansi�red for �ward. af cantract the �3z�lder must su}a�zut
7 5ectann 00 45 l�s �'I�EC�CJAL�ICA7'�ON STA1'�,Ivik�,N I' for the w�►rk type(s)listed w�th
8 t�ieir Bid. �ny cantractor or subcantracEor �x+ho is nat prequali�ied £ar the v�ork type�s) listed
9 must su�mit Section Q[] 45 13, PREQLTAL�ICATT�N APPLIC�A.TIDN ixa accordance urith
14 the reyuirem�xts b�Iow. The infa�-naat�ou must �e subnaitted seve� (7) days prinr ta tb�e
11 date of the apening nf bx.ds far raast vQark itea�pE.�, Bndders request[ng to be listed as
I2 preyuala�iecl �ox �ori�ontal Diurect�anal I]t�lling �nd perfarraing #he �+vark as a
�3 subcontraetar s}xall sulanaRt �requixed documentadnn as indicate.d in Sectin�a �0 �I 13
I4 Pa7ragraph 3.5 faurteen (]4� c��.ys prior ta tE1e date of th� opening qf bi.ds. Bidders
15 requesting to �e u�iad �� preqnali�i.ed for H�rizon� I)irec�.onal Ilr�lling an�d
1 fi p�ormin� the worl� as a Prime Cantraetar shall submit �inancial iuniprmation. as
]7 intlicated in �ar�graph 1.�. of this Sectian seven (7) day� priar ia tha dxte of ope�Yng
18 bids 6ut shall s�Ill �e requir�d tu suY��nit HDD quali.fic�tians f4urteen (].4) days prior tn
19 t�e da�t� af opening �ids. Subcantractors must �allaw the sa�aue t�xnelincs �s cantractars for
�0 a}�taa�i�ng pxequalifica.iion review. Bidders vr Subco�utx�ctors rx�h�a are not p�'equalified at the
21 time �aids are opened and review�d z�aay �ause th� bid �a be rejecteci.
22
23 The praqualifica�ion J�rocess will estahlish a�icllirnit based an a tec�hnical e�aluat�Qn an.d
2� financial analy�is o�the cantra�cior. Faz exa�tpl�, a ean�raetar wzshiz�g ta sabmit bids on
25 projects to he o�.ened on the 7th af A�ril znust �Zle fha i_uf'ormataon by the 31 st day af Ma1�ch
2b in ardex #a be eligit�le ta warl� rnn these projects. In �rder ta fa�ilitate ihe a�praval of a
27 Biddet's P�q�ali�icatinm Applicatior�, the fallowin� rnust ac�otnpar�y Che subrnissian.
28 a A campletc s�t of auditexl or r�vieWed f�naneial stat�rr►ents inof require.cl for
ag �oriana�taX d.iarecfional driIIin if erf�rmin fhe�voxk� as a subcantractor .
30 (1} C�as�ified Balance Shee�
31 (2) In�r�me StatemenC
32 (3) Statement af Cash Flaws
33 (4) Sta.tement oiRetained Earnir�gs
34 (5) Nates t�o t�e Fizaan�ial �t�t�eznents, if any
35 h. A c�rtifi�d capy of th� firm's organi.zatio�l docuxz�etats �C�rparate Ch�arter, Articles
3G ofIncc�zpazaiinn, ,�rticles of Organization, Ce.xtz�ic�te a�Formation, LLC
3? Regulat�ans, C�I'�1�1C&�C O�Lu73itBC� P�.CtI1�T'3��1 .A.�BP.�.EIIt�.
38 c. A campletad Bidder Pre�ualif.tcatian Applica�.av,
39 {1) The fzrm's T�x�s Tax�aye�r Tdentification Number as issued by the Texas
A.{] Comptralle�r af �ublic Acroun�s. Ta abtain a Texas Taxpayer ldentifieation
4I numher vitsit the Texas Camptroller af Public AecaunCs oniine at t}�e
�42 fall.awing web address �w�.windovc►.state.tx.usltaxpermi l�' and fiI� out #he
�}3 apPlica�ion io apply for y�ur Texas tax II].
44 (�.} The firm's �mail addz9ess aud � number.
45 '(3} 'I'he frm's DLTNS nu�ber as i�sued by Aun �c Bxadstre�t, 'I`his nur�aber
46 is used by the City for requiz�d reporting �n Fedex�al Aid projects. The DUNS
47 number xnay be abtai.aed at v�vvvw.dnb.c��.
GTCY' O�' FORT WDRTFI CLEAR FC]RK FC]RCE MAIl�f
STAP[DAI�D CO3�lSTRUCTI�N SPBC�FICATIQI� I]�C[IMENTS Gity Prajeat Na 109996
R�wised Auguat 13, 2021 AD77ENDT7M Nn. 1
oa4sii-z
BII]DBRS PREQiIALTFIC�P.T'I�NS
�age2af3
1 d, Resum.es xefl.eeting the constr�ction experience �f ihe principles af the fir�n far firms
2 suhmitti�g their initial prequafif�catian. These r�sumes shauld include the size and
3 scope af the wark performed.
4 e. Qther informatian. as �uested tay the �ity.
5
d Z. Prec�u�Xi�ic�t�nn. Requ3irements
7 a.. ,Financial Stater�aenfs. Financial staternen.f suhriaission mus# he prQvided in
8 accozda�►ce with th� following
4 �1j The Cify zequixes fhat the oxiginal �'ivancial St�tem�nt or a e�itif ed coPY
10 be �ubmitted for ca�ideraiian.
11 (�.} Tn be satisfactary, the �'inan�ial sta6ements musi be audated a�r revie�ecl
12 by an indepe�d�t, certified public accounting fiztn regist�red and in
13 goad sta�dixig ir� any staCe. G�uxent Texas statues also xequixe that
14 accounting i'� perf'ornain.g audits ar xeUiews an b�asiness entities within
15 the State of Texas �e pzaperlp licensed ar register�d with the T�xas Stake
15 Bnard a£Publ�icAacauntaucy.
17 �3j 'T']�e a�coun#ing f rtn should st�te in t}�e auti�t zepart or revie�cr� wh�her
1$ the cvntra�tar is an indi�idual, corporation, �r liinited liability cornpany.
19 (4] Financial Statements �nust �e presented in Z7.S, dollars at the c►�rrent rate
�0 af ex�h�nge af the Balanae Sheet date.
21 �S) Tl�e City will nat recognize any cextified pu�fio ac�auntant as
22 . indep�ndent who is nat, in �Fact, inde�endeni.
�3 �6� Tha aocauntamt's opinion on the frnar�eial statezn�ents af the contracting
2Q. campany should stat� that #he audit vr re�►niew has l��en �ondu�te� in
�5 acc�rdance with auditi,ng standards geiaexal.ly �cc�pted i� the i7ni#sd
26 States o� i�merica, This must 1�e stated in th.e ac�o�rnt�ing firm's opiur►i.ou.
27 It should: (1) expxess an unqu�.lified opinian, ar {2j exp�ress a qttali��d
�8 apinian on the stat�ments tal�en as a whole.
29 (7) 'I?�e City reserves the righC to r�quire a new sEat�ment at any iaxne.
3� (S} The �nan�.al stat�rnent must �e prepar�d as of tl�e last day o�'any m.00nth,
31 not more ihan ane yea�r old and must be an �tle �i�h the City 1� na�zaths
�� th�reafter, i.n ac�ardance wifh Paragraph 1.
33 {9) The City vc�i�l. detcr,mine a Qon.tractor's bzdding capac�ity �Far t�e purpases
34 of awardzng cantxa�ts. Bidding capacity is cietermined hy multiplying �he
35 p�sit[�e net work�mg capital(worku�g capilal= cwrrent assets -- curr'ent
36 1iai�ilities� l�y a factor of 1 Q. �niy thase st�tezneaats x��lectzn$ a positive
37 net working capita� posit�an will b� cansider�d satisfaatary fflr
38 prequalificatinn purpases.
3g (14} Tn the case that a hiddin� date f�lls within the time a net�v �'inanGial
q.0 statement is being prepared, the �evious statement sha�I be updated vvith
41 proper vsri�ca�ian.
42 b. Badder Preqr�alificaiion App�iccxtian. ,A B�d�er Prequalificatian Application m�st bc
�3 su�mitted along wi�th audited ar re�viawed �'u�ancial statements by �irms wis�zx�g ta be
.�4 eli�.ibJ.e ko hid on all classes n£ c�s�stniatioa� and maint�nauce pxo3 ects. xncvmplete
45 A�p]�icafiana w�ll �he rejecteci_
�6 (1) �u th�se scl�ec�ule� 4vhere there is nothing to r�pnz�t, the nata�.on of
�47 "None" or "N1A" should be inseriod.
48 (�) � minimum �f five {�� �references of related work must �e provid�d.
CI�'Y OF FORT W�k2TI-I CLEAR FORT{ PORCE ivlAIi+7
sTA�iI]�RD G�NSTRUCTIONSPSCTFICATIOi�iDDCIIMENT5 CityPraje�tNo. 10�996
Revaaed �kseSust 13, 26� 1 AADFst�il�[fM N o. 1
U095lI-3
HIDI?&R5 PREQLIALIFICATIOId5
Page 3 vf3
1 {3} Subxlaission a� an �qu�pment sahedule which ix�dicates equipm�nt under
2 the oantrol of the Cantracto�- an� wlzich is related ta the type of wark for
3 which the Contactar is �eeking prequa.Iificatzoa. '�'he schedule must
4 include lh�e m.anufaciurer, model and general cc�mmon description of
5 e�.ch piece of e�uiprnent. Abhr�viatinns ar meatas of describing
6 �uipment ath�er t1�an prQ�ided abo�ve virill nat be accepted.
7 3, Eligxbzuty �nr Award of Contract
8 a. The City shall be the Sole judge as ta a contractor's prequalx�i.cltian,
9 b, The City r.nay reject, suspend, flr modify an� I�e4ualifir�ztinn �ar failuxe by the
10 cont�actor to demonstrate acceptahle iinancial aY��lity ar ��rfrnmance.
11 c. The City will �ssue a letter as to tl�e si�tus nf the prequali.�catian approval_
12 d. I�' a contra�tar has a valid prec�uali�ic;atinn Iefter, th� contra�tar �vi11 be eli�ihle tfl
13 perf'arm the prequali�ed w�rk types until the expiration date stated in t�e lettex.
14
15
Ifi
17
18
19
2D
�ND �F S�:C'Ti�1V
CITY OF FURT YV(]R'1'�L C1 •F AI� FORIf F'C7 R('H �AtN
3'fAhII]ARD COi�iSTRUGTIOI�I SPECIFICATION I3�Ci7MENT3 City Project ltifo. LU099b
Rcvised August 13, 2Q21 AIaDENDi7ivl iVa, !
�oo as T2
BiD F4RM
Pago 9 of 1
S�CTIdN QO �4�a'12
PREG�IJP►Li�1CATI�N S1"ATEM�NT
�ach �idder far a�ity pracur�ment is requir�d ta camplete tft� infarrnation bei�w �y idantifying #he prar�uali�ied
ranntractars andlar suhcantracfors whorn they intand to utilize for the major wQrl� typ��s} lisfe�.
Prequaiificatian
Ma�ar V11ark Type Contra�#or�Su�cflntract�r �Cam�any I�arne �xpiration ❑ate
Speciall'r�qualificafion�
Horizankal Qirectianal Driliing l.aney Directianal []rPiling Co. This Proj�ct�nly
3�-Inches and Smaller
�ewFer IntercapiorslFotce Main
Ur�anlftenewal, 36-lnch�s and 5..�. L�uis Cvnstruction of Texas, Ltd. �1���2���
Smalier
Tu�neling -�48-lnches arrd �P Sur�dance Constructian, ln�. 4I30l�0�3
Smafler
�R�FI � , , �
The und�rsEgn�d h�r��y certifias that t�e contra�tors andl�r subcantractors described 9n tt�e ta�l� abave are
currently prequalified fo� th� work typ�s fisfed.
SI�C]ER:
5..�. Louls Car�struct9an af Texas, l.td.
52d 5. 6th Ave.
Mans�ield, 7�, 7�Ofi3
8y; Adam l.un�ford
(5lgnatur�y
Tifle: V#ce President
Date: ��� �A�-�--
cizY a� �o�rwv€rrr�
ST�hNDARR CONSTRUC7EON S.P�CIFIGA7101d baCUir4�NT3
Fnrm RAvi�r�d 2412�7�fl
EIdD OF ��GTIDN
p0A4 a6 Bld Prapasal Woricbaok
�`�R�'''��R�TH
llate r�fl3alance 5heet
s�:�l'1�N 00 4S 13
PREQIIALIT'.ZC�ITiDN A�'PI,I�C11 J'T[�N
�ianve under rvhi�l� yan tivish to qualify
Pos� Dffice Box
ci�
Mark only one:
indi�idual
Li rtai ted. l' ai-tncrship
C reneral Partn�rship
Gazporation
Limited Lia�ilify Caxupany
�tate �ip �:adc
Strcct Address (rcquired} City Stale �ip Cade
��--� �—�—
Tele�ho�e Fax Eznail
'1'exa� Taxpaycr Tdentificatinn No_
Fed�eral Employ�s Identi£'icatian No,
DL�NS Na. (if appiical�le}
Lmai�lmail t�its questionyiaire al�n� wzth financial statements to the �ppmpriate graup helovv. A separate
subzx�ittal is requzrcd fnr waterlsewer, ���.�ing, azi.d light:zn.�:
Work Categary--17V1ter i7ePxrhnentWaCeYlsewer Work Ca#egory — TT'W Pavin� Wark Categary—'1'1'W Ped.�tdi�}� Lighting
i ohr�kasa[fieh(u�FortW�tthi��,QpV
1' �;r texas. flv
Fort Wolt�l�atcr Department Fnginecring and C'iEy of Tork Wc�rth Transpattatian a.ttd Publi� Citq nf �'ort�iorth T`PR' Transportatian
riscal 5e�vi�es llivision 20D T�:xas 5�. �o�� V4zorks Tlept, 8851 �aa��p �3nwie Rtest Slvd. V�ana�;ement r�,ttn: ClinC Hoa�er, Y_�. 50p1
l�orth, TX 751D2 �'arc Warth,'Tcxas 76116 Att�z; Alicia Ciarcia 3ames A�e. To:-t�c�rth, T�76I15
'�Finan�i�I SLa�c�ts must be rnai.led. Mark ihe envelnpe: "T3 iddee P�•equa]iCicatian Applicatiaz�"
[14 45 I3 - 2
HI[117�R PRE�UAI.IFICA'iT�N APALICATI�N
Page 2 a£$
BIIS�lYESS CLASS�FiCATZ�N
The following shauld be .campleted zn oiciez that we may prop�aly classify �oux �rn�:
(C�.�ck 4�he black{s) �vhich are ap�plicable -- Block 3 is ta be ],eft b�ank if'B1ock 1 andlar B1ock 2 is
che�keri}
� Has fewer tb.an 1�D em�Ioyees
a�dlor
� Has lcsa than. $6,a40,�QQ.UO in annual gross receip�g
QR
� Z7aes nat meet t�a.e cxitezia. �ar �eing designated a sma�l business as prc�vid�d in S�tiau
2�06.�01 af #he Tsx�s Government Cod�.
Ti�e classificatia� of yaur firm as a smail or large busiuess is nat a factor in dPtPrr�7ning eligiblity ta
becoar�e prequ��fied..
S�Iect xnajor wnrk catego�.cs for whic� �vu wauld lik� tv be px�ec�ua�i�ed (City n�y deem y�u are not
qnali�ed iar se�ected c�tegory ar rnay approve you at a ics�er si�ell�angth and n�aximnm size may
n�t be li�ted speci%cally under a majar wurk category):
1VIA��R ��RK ['.A'�EGQR�E�
Wafer Departnne�nt
Augur Boring -�.4-inch diameter casing axjd less
Auglzr Boring - Greater than 2�-inch dismeter c�sing and gxeater
Tunx�e�a.ug - 36-Inches -�0 �nches, snd 350 LF or less
�innelir�g � 35�7nches - 60 -iuches, and greater than 35a LF
Tunneling - 6G' an.d greater, 3�0 LF azAd gxeatex
Tut.�elin.g - 6G" and greatex, 3 Si1 LF or L�ss
�athodic Pmtection
�ater Dis�r[buriox�, Development, $-iw�h diameter and smaller
�Vater Distri}�ution, Uxban and Renewal, S-in�h riiar.�eter and �1ex
Water Disfxibutian, Develapxnen�, 12-i�c}� diaaux�tex �nd sr�aller
Water Distributian, Ux}�au and Renewal, 1�-znch diam�ear atid smaller
�ater Transraxssinn, Develo�ment, ��-inches and smaller
VfTater Transm.issior�, Ur�anlRenewal, 2d-inch�s and small�x
Water Tr�nsmissi.an, Develapzneni, 42-inches aaa� sznallear
Water Tz�az�sru.ission, Urba�al��ew$1, Q�2-in�hes and srnaller
Water Transmissian, DeVelaptn�nt, AlI Sizes
Water T�sz�issia�►, Urbanliten,ewal, All Sz�es
,5cr�rer Bypass k'umping, 1$-inc�ies and smaller
Sewer Bypass 1'umping, 18-inches � 3�irlches
Sevver Bypass Pwm.ping 4�-inch�s �ud larger
��,'�� g�li1C�]�5 �� 8iC18�I�i'
CCT'V, 12�inches and smaller
C�TV, � 8-inches and sxnaller
CCTV, 24-xnches and smaller
CI`�'9' QF �O1LT V�JOR-[�3 CLEAR F4RCC FORCE 1VIAIDI
S'FANIJAT�i] CDNS'PRTJCTION BPECIF'ICA7TDId DOCUM�N xS L�ty Project iYo. 1 Q0996
Revised At�ust 13, 2U21
OU4513�3
BII]D�R �EQiTA7..iF3CATiON API'LICATIO-i�I
Page 3 of 8
MAd4R'VV�� GATECaR��, Cfll►iTiI�TUE�
CC'T"LI, �2-inc�aes an�l sm,allez �
CCT�, 48-in�ches and su�aller
Scwer CIPP, l�-inches ari� sma].Ier
�c�re�r �IPP, 24�inches and stnalier
Sewer CIl'P, �42-in�che� and sma3.�er
Sewer CIPP, All Sizes
�ewer Callection �ystem, Development, S-iuclses and smaller
S�wer Callection Syste�, �JxbanlR+enewal, 8--inches azxd smaller
S�wer Collectian Sysf.em, Bevelopment, L2�ixiches and sznaller
Sevver Lo�lectian System, Ut1�anlR�newal, 12-inches and small�r
Sevver Interceptars, Developm�nt, 24-z�ches and smaller
Sewer Tnte�ceptoxs, LTx�anCReauewaf, 24-inckes and smaller
Sewar Interceptcsrs, Develapment, 4�-inc$es and sx�aaller
5ewer Inf.erceptars, UrhanfRenewval, 42-inc�es and smallex
sewerIntercepto�, nevelt�pme�.t, 4$-inches and sxnaller
Sewer �terce�ators, Lir�anlRet�etival, 4� inches az�d srnaller
Sewer Pipe En�argenaezat � 2-inches and smaller
Sewer Pipe i?z�larg�merat 24-in�he$ and srx�al�ex'
SevV'er Pipe Ez�iatgement, A11 Sizes
Sewer Cleau�ing , 24-inc�i�s and srr�al�er
S ew�x Cleani�ug ,�2-inches and, sma3ler
��rear Clea�r�ing , AlI Sizes
5ewer �leauizt.g, $-incl�es and smaller
S�wwer Clea.ning, 1.�-inch�s and smaller
Sewer Sipi�aa�s 12-inches �r Iess
S�wer Siphaz�s 24-incJa.es 4r less
Sewer 51pk►�ns 4�-�nn.ches o� les5
Sewer Siphott� All �izes
Transpar�ation Pu�lic Works
Asphalt Paving Const�u�tionlRe�on�truction (L&5S THAN IS,d00 square yards}
Asp�halt Pa�ix�g Canstructiax�IRe�onstnxctian �i5,QQ4 squa�'e yaurds aud 4R-E,ATE�)
�s��.�t P��� ��� n���� �� � �,�an,aoo�
Asphalt Pav'ing H�avy Mainteaaanc� [�aI,000,DD� and D�ER}
Concxete Pa�i.ug ConstructianCRecon�tructian (LESS 'I'HAN 15,4[}4 sc�uare yarc�s�*
Cancret� Paving Constructianl,[�econstzucfion {15,DOU square yards a�d GREATERj*
Raadway and Ped�strian Lighting
NQTE '�'I'h.ex� is not a pr�qualiiLcatian requirement for insiallatiax� af conc�rete sidewalk, Gurb & gu#�er,
dri�t�e�rays, and panel replacenae�t, only �ancrete pavi�tg
CITY �F FO�T WORTH CT�AR PDRK PORCE MAiN
STANI]ART] C�NS'I'RTICTIDN5P�CIFiCATIQNDQCL]M�T9 CityProjectNa, i9Q996
Re[iised August L3, Z[l�l
OO d5 13 -4
S]1JDER PRL(,]1,1A�-.�NICATIOP( AYPLICATIOiV
Paga 4 of 8
1, List e.qt�Zpm�z�t yau do no� awn Faut wha.ch is available �y rentin�
2. �avv many years has youx axga�iza�ion heen i� busiucss as a gcneral cox�tractax undex your prescnt
nai�e?
List pre�vior�s business n�mes:
3. How many years of ex�erience in
had:
�anstruction war]� has your arganizaLion
(a) As a Car�n�ral Cantractar; {h} As a S�b-Contractnr:
4. *What projects has your organzaaa�an coznpleted in Texas a�a.d elsew�er�7
CLA55 �OCA'TI�N n��m� �rzn n���.�n
COhiTRAGT �F I]ATE CITY-COUNTY- A]]DRESS DF aFl�ICIAL TQ
AMdUNT �7(]R� CQMPLETEI7 STATE �1y7FiOM YC]iI R�FER
*�.f requali�'yixxg only s�.aw worl� perfvrmed since Iasf staternenL.
5.Have y�u ever failed to Goznplete any wor� awarded ta yau?—
I#' sq t�vhere an.d why?
6.H.as �.ny a�#"atcex pz owne� of ypux organizakion ever heen an ofi'ir�r af another organi�ation thaC railcti to
camplete a �ontra�t?
xf'sa, state the namc of the individual, ather organization an.d reasan. • _____
7.Has any office.r Q.r owx�er o�Ey�ur org�niratian e�er failed: Ca complete a contract exeented in hi�Ther
n�me7
S�''s�, state the name �s£ tlze individ�al, nanne of ovv'ner and reason,
CTTY OF �'bRT Wi�RTH CLLAE� � ORK � DRC� MAi3�i
S'TANI]ARI] CQIdSTitLfCTI0�1 SPECIFICA'FIQN I30CCJMEI+ITB Cily PrUject Na. id69$6
&evised Aug�tst 13, 2�2.p
oa4s is-�
B�nBR ��unr.t�tcnTion� Arr�.xca�rzvrr
' Pagc 5 af 6
8. In v�that ather lin�s of b�siness ar� y�u fi�uanciall.y interestad`?
9. Have you e�er perfar,nned any work fox th� Ci.fy?
If so, when and ta wham da you xef�r?
1 I. Give the names of any a'1�"[�iates ar rela#ives curre��tly debarired by thc �ity. Tndic�.te yaur xelataanship
ta t1�is person �r firm.
12.. What is the consirucf�an exoerience �f the p�rincipa� individuals in yaur organiz.�tion?
�RFSENT MAGNITUDE
PQSTI`IflN �R YEARS OF AN� TYPE �F IN ��I�IT
NA ��IE QFFICE E�ERiENC� �ORK CAPhC.I'I'�
13. Ff any owner, a£�.cer, dixector, or stnckhvlder of }�rnu fu�n is an emplayee of the C:ity, aar shares the
s�rne hauseb.vld with a City �nploy�, please list t�.� naume a�the Gity ernplo�ee and the relationshi�. In
additian, list any City emplayee who is the spous�, child, ar parec�..t of an owrAer, afficer, stockb�Id�, or
dizector wk►o tloes xi.ot liv� in the same h�usek�..�ld but �vho rece��es care aud assistance from that p�rsnn as
a d�ixect zasult of a dacumet�ted medir.al cond'ctian. T$i5 va�ludea faster children �r those r�l�ted hy
adaptian nr marriaga.
CIZ"Y OF FaI�T WORTH CL$AR FQRIS. FORC� Tvi.�lII+i
53'A�IDA'� �O1+TSxI�LF�TC�N SPP.CIFfCATI�N DQCL1�1�ffi4TT3 Cit3�Praject i+Io. 1tJ[19�a6
ReviSetl AugusE 13, Z�zl
1�. Stafe nax►�es and detailed address�s �f aIl pradu�ers from wham you have puxchased pri�cipal
xnaterials durin� the last three pears.
00�513-6
BIDD� PREQYIALIFICATI�h1 APPLICATIZ]2$
�ag� s ofa
C��ORATX�N BLOCK PARTNERS�� RI,[7CK
If a �ar��ra�ian: Xf a p�.xtnershfp:
Ds.te o£I►�cc�rpar�tion Sta�e a��rganization
C:harterlFi�e No. L�ate of organization
Px'P,Si[�eLlt --..W�� �3 }�8rtt1er9kit�3 gC1]elal, lirnited, or�egisterc� lirr�it��i
]ial�il.ity partn�rship`?
Vice Presi�lents
� � Filc No. �if Limited
�ar�aersrip}
Gen�ral Part��rs1C]fG.ccrs
Secretary Limitedl'artners (ifap�licable)
Treasurer
LIl�IITED L1A�].LZ`�"9� CO�YXI.'.A.xYY �L�C`I�
If �e corpora#ian:
�tate of Incar�arati4n
Date af organi�ation
�ile Na. Xndividrlals authori�ccl to si�n fax Partnershzp
Officers ar Mana�ers (with titles, if any)
��€cept far li�ited part��ar�, th.e indi�iduals liated in the nlocka above are presnmed to �a�e tutl
�ign�$ture �utb�urity far �o�r f�rm unl� otherwise ad�ised. �hould you wi�h ta graxax sig�tature
anthnrity �or addit��na� indi�vidr�aIs, ple�s� atfac� acer�i�ed eopy o�t�e carpor��e �resoluhon,
corparate minutes, parEnershfp agreement, power a� attar�ney ar ofher l��gai dacumentataau wh��h
grants this authari�.y.
CIT1' OF Fi7I[T VVORTH CI�AR F�RI{ FORCE MAFN
STANDARD CDNSTRU{:TIdN SFHCIFICAT`ION DaCi.71�1�NTS City ProjectNa. 1404i6
Revised Augus# 13, 2021
p0 $5 13 - 7
HIDDSR .PRF.QC]ALIFI�A'T'�01+1 APPI.ICA?.'IQtd
Page 7 oF8
1,4. Ec�ui�nnent
�
TUTAL
Similar types of ec�uipn�eaat may be lumped tagether. If your f rm b.as r�ore thau 30 types c�i equipment,
you may show fhese 3U t�pes �d slaow the r�nainder as "variaus". The Git3t, by allowing yan ta shaw
anly 3�1 typ�s of �qwipmen#, reserves the ri�ht to request a camplete, detailed list of all your equi�ment.
Tha equi�nnent Ii�t is a represez�tatian af ec�uipznent v�nder the cantrol af the firm and w$ich is reI.ated to.the
type af work for whie,h. the �ua. is se�king qualificat�nn. In the rlescription incluc�e, the man�facturer,
rn.odel, and general cammnn desazip�an of each.
BA�A.N�GE SHEET
IT�M �LIAN�i'�'lY �TEM �]ESC,RIPTION VALUP.
1
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Varinus-
T()TAX�
CITY bF f�f7EZ'P `1'OI�TEi C3.FARF��RICF�7tCFs MAIN
S'I'ANDAlil7 (:ON 5'1'1zUCTIaXY SP&CIFICATTON T]QC�ii4fBAl�'S CitY Prajast No. 1 d�996
Revised dugust I 3, 2Q21
' a0 4513 - $
BIDbERPREt�iJAI.YI�ICATIdN �.PPI.ICA�T7[7N
Psge 8 ofS
SIllDER PI2LQ�TALll+1CAT�OIV AFFIDAVxT
STATE OF
C�CTNTY OF
The ur�d�rsigned hereby de�lares tbaf tbe foregazng is a true sta#ement af the f.znan�ial cc�ndifi.on of t#��
entzty h�rein fi.zst nana,ed, as afthe date herein first given; fhat this statett�ent is far fhe e�presa puzpas� of
inducing lhe par�y ta whom it is $ubmait�ed ta �ward the snl��itter a contract; and �t the $ccountant who
pxe�a�red the balanr.e sheet accax�apanyitng this repoxt as well as �y deposi�or�, vendor or any nther
agency herezn na�ned is herehy aufhari�ed to supply eacla party witl� any inforr►�aison, while this stakem�nt
is in forc�, necessary ta verify said statement.
, l�eing duly swdm, cleposes and �ays that
helshe is the o£ , the entity
daseribe� in and which executed the for�going stat�nent that �elshe is familiar with the boa�s q�t�a.e sa2d
en�ity shawing its finan�ial candition; that the faregaing financial statenne�t taken from the bvaks of th�
said entity as of the date t�ereaf and that the answers to th� qu�stions af tlxe foregoiug Bidder
Prequaliiica�ion Applir.ation axe correct and true as of the date of this �ffidav�it.
Fiz�n. TTame:
�ignat�ue:
Swam ta be�or� me this
day nf �
I�Tntary Pulnlic
l�ata�y Pnblic mnst nat bc Rn af�icer, r�irec�bor, ar stac�thnlder ar re[atl�e ihereaf.
cl� o� �a�cr wostr� c.�z�� �oxx Foz�ca m�ix
STA3+IDARI7 CONSTRUGTION3P�CiFICATIpNDpCUMENTS �i.fyPro�ectNa. [D0996
Ftevised August I3, 4:4Z l
Qfl 4S �6 - 1
CDNIT�AC7'C7Tt C�IvTPI.TAN(:F� L��fTI] L�'ORX{ I'sIZ'S CC31viPEhT51iTIC7Ar LAW
Page i of 1
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�ECTI[l� UU �5 26
C�N'I'tZ�1C.TC}� C'CIMPT,iA1�rC`E WTZ'H V+ICJRKER'� �OIvIPENSATI[�I�'" LA'L�
Pursuant tc� Texas Labor Cade Section 406.a96(a}, as �un�nd�d, Cnntra�tnr c�rti��s tha�'it
pin�ides �varker's con�pensation rnsurance co�erage far all of its employees em�layed ❑n City
Project No, 100�9�. Gr�ntr�ctar further certifi�s that, p��rsuant to Texas Labar Code., SeLtis�ii
40�i,U9�(l�,�, as aine�7ded; it 4vi11 �aro�ide to C".ity iis subcon�ractor's Gcrfifica�es af campiian�e with
��'orker's eomp�nsatiUn covctage,
GdNTI�CTOR:
S.]. Louis Consfruction of'T'exas, Ltd. By; Adarn Lunsford
Cc3m�any (f'iease Prin
52� 5. Gth ltve, _ Signature:
Address
MansCie.ld, T7�, 7G4Ga '1'iCle: �ice Presid�nt
Giiy�IStatelZip (i'lease 1'rifltj
THE STATE C7F TEXA5
CDiT�iTY �F TARRANT
C�y
1
�
SEFcIRr MF, thc undcrsi�ned autl�nrity, r�n tIais day �ersonal�}� aj�peared
Adan� Liinsford , kn�wn ta me t� �e the persan ��•hase i��ne is
subscribcd t� the fareg�il�� instrumcnt, �nd �cki�o�rlcd�ed to me that heJshc exe�uted the sarne �s
tlie a.ci and �Teed Of Vi�ePresident Iar the purposes and
c�i�sic�Cz•ation therein expressed and in the capacity thereiii statcd.
GNFN U€�I1�FI� 11riY �IAND A� SF,.,�i�. �F Q���C� this 27th day af
Septernber . . , �0 �2.
�1
pti}RY Aj1�l ,tiIARIA l.AUR.4 PdRED�S
$ "' Natdrylb#Y3pfiiZ8$p
"Jt �*� �� Commissit�n Expiras
��. ,
af ` April 15, 2�24
.
�� -. �. _ -
1�iot�P�blic in anci Eor tlle 5tate of' Tex&s
�.N I] O�' SEC']" CO1V
crr� or- ror�2 wor��rx
STAtifnARn CONSTUU�TIpN SrGCr1rTCATIONn4CUMI:NTS
.T
Re�ised ]u]y I,?.011
cLr:�rz roruc roacr: rnnr�
C 1T Y PR QJ rGT �f (J. 1 Q[i44G
— � �.� —�. _ . . _ � _ - � - �
Qr� �►s �o • k
klusine�s Egu[ty Qrd.in�ncc Spa���cadnss
Page i aF2
SEC'Ti�}N 4�i 45 44
IIusine�s �quity Specifcat.ions
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AF'�I,IC1iTIO:ti ()�� P(3LEC:Y
Tf'tlye tatal daE1a; z�a�ue af t�� �Untra�t is gr�at�r t�an 5100,a9D� iliCIl f! DU61I1L'SS E[Illlij+ �Ukii f5 E.�1����A��L',
A�3usiness L+"quit�+ �'irms rcfer� tq �ert�tied Minor�ty-, andfur WEt�e�_, ow�ed 13usiness Entcrpri4e9
�MI1'4r$E).
PC]i.�CY S�'A'IEI�EiV'F
f# is tite �c�licy af t3�t �ity wf Fort W�r3� ta eifsurc the %xl! and equit���c partici��tior� nfl�usi.ness Equity
Firma t�rlivu applicabtc, in tlie proctu•e,�ncnt of all g�ads aur� se.rvi�s, AJ] re�ui;•eme„t� a��d r�gulatio�s
state�i in tlzc City's c�enl f3usiness Faquit}+ �rdinau�e No.2453�-11-20ZQ (as cadifie�:
I�tt�s:llctr�rlibrarv.r��cgal.cam_!cc}d�lftw�rthl��tcs�lfhv rth txli3-0-4-2�5�3 R��1i}r [9 EbiS �}ld.
1w�3E PRUJECT GaAL�
The �it�y's MlWAP �oai an rhis projcct is 3�°�0, af the tat�l bid vaiue vf t�� c�nt�a�t {�nsa 2��d a�pli�s to
Pr�rks crnd Cansm:�r�ity Serv[c�r}.
ca���,�.�cE Ta �m �p .,rn�c�.Tro�s
�i� Cit�� contracts $1U0,0i�� �r nnarc where a�usir�e�s �+quity �Soal is applied, of{'er�rs arc aa�uired t4
can3ply wikh the intent of the City's gusiness �quity Urdinance by meetiug ar exceeding the a�ovc statcd
gaal t�iraugh one af t)�e fc�lla�ving methods: ]. �usiness Equ[Cy sulic4r�trac#in� �articipa#iQn, �.
Gommertial usefvl fut��tiun set'+r�ices perForn��d �ay t�e 8u�isiess �:quity Prime ta cqunt in►►�ards r.tie
goal, 3, C'omUitia�ion of E3usine.ss Equiiy Pr�me serviccs and Bus[n�ss �c�u�ty s��bcantraeting
pariicipatian, 4, f3�giness �qu�ty .loint ventur•e partirip�tfo�, 5. Good Fsft� I+'.ffnrt do�umentati�n,
ar, Qr �. I'rlme Waiver c�ocnenentatinr�.
SUBMITTAL OF F.�4LnR�p p4�'���TATI41�1_
Tlte U�ilixatian Plan sheli be due at ihe tirne s��czfied in ctz� solicitat':an. T�c applicaE��c documents m�st
U� received t�y the purr,hasin� Divisia�, within the timc atlocated, in ❑rder faz thc e�tire bid t❑ be
co�sid�rcd respansive ta tl�e speci�ications, The affertir shali EMAYL lhc Busincss Equity
dacum�ntatian ta the assigned �tty �f l�ort �ortl� l�rs�ject Ivlana�er ar UepArtrnent D�si�;n�e. Docurnents
are tv he received na later th�nn 2:00 p.m„ att t��e secor�d �ity tausiness day after t�.te bid apcnin�
�ate, exclusi�c of k�e bfd opezvng �ate,
'�e Dffcror must subrnit one af the %ll�u+ing documenfa�tion:
1. iTt[lizatian Faz-m, if the gr�al is met or exc�oeded,
�. +Gnad �'aith F1ffort Form s�nd Util,izatian Fatrn, in�luc�ing su�port%ng da�ume�tation, if
�asrticipatian is tess tlaan si�ted goal, a� no Busincss Equity p�rticipauon is accomp4islird�
3. Prime Cflntra�t�r Rrairrer Hnru�, inc�uding supporting d�cunzentatian, if �he dt�eror will p�rfbrm
sll au�cantractinglsupp?i�r oppartunities,
�. .loint Veat�re 1�'orm, ifgos! is met ar exceeded wit� a Jvint Varit�u�.
T�ese iarms can be faund en4line at:
B:�sines� Ec�uil�y LFtili�ati�n �'c�rm
cm n� �ax�r woxz-�
srnrron� caysY�u��•ia� sr�czr•icn�v�v nacu�e�rs
ReysAed ]uIy 14, `�421
CL�AF�'FDAit FpkG� AR.t�?r'
c��rY paar�C7 rra, t4d993
OOdS�d-�
i3uskneaa Equlty Otdinnace 5pe�ificetinns
PRga � ai�
tt s:lla .�' rtworthte , v1Pr�a'ectR�saurccslfte��ur�esPlb9°�o�4-
° OtiiWI3�'INEW%�{lBusincss°o?b vit o20 ina� • °l2 • ' °��4Utili�tion°�20Fo .
�
H�s�ness Lquil,y Prirno Cor�traGtor Wai��er I'arm
h� �us�l�an�s.tc�riw�r#i�texas.gawlP��aj �c#R�saurs_c.sJResoun:esPl6Q°Ip��7 _
°�o��i4'I�i�Br�[tii�Wa --F� -irtess°12D� uit I�iN�r�inau�eJBusit►css°ln.�.�� ui ° t P i �° OConir�etor
°fu2aWaiver.�c1£
l {} ��15ifi�55 �[�lllCjr �]�pfl �$l�i ��OIi �QITIl
i 1 htrpr;Jla�s.f�rnvorthtaxas.�av�f'ro3cctRcs�urccslR�ource�Pl,�1��-
l2 °����N�Vk3�INF1�V`Y4�U�usins�s °l�D�uitY%2�1�rdina�celSusiuess°lo2i�Equi�y°°fo2�Gnod��a��Fairh°1Q7:0E�f
I3 f��k°�a�OF�lr�,pdf
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3D
Busirtess Equity Jaint Wentur� Farm
l�tt� �:lla�s, fortwnrtht�xas. �av�'Prai cctRc�oi� rr.csl�cs�w�e�P1��°f�20-
fn�4ML�VE3E111i�[�+I°%2RlBusir��ss°Ia�OF�Ui[y�l��[k{,7Cdii�c�l�3usiaess°1Q24E�uitv°�a2QJoint°�o 4�J�u��p.¢�'
FAII�IIR� TCJ C(7V�PX�Y '�VITH 'THE C1�'Y'S T3�LISIlYLSS �Qi]ITY DRi]L�riNCE WILL 1�:SY]X;1 �N
'I'N� BID BECNU �C]�SI]IFR�:T] lY[]N-k�SD�S1V�'t� SP�CQ'ICATI�NS.
FA1LC]"iZL Td SC1�311�IT T$� R�Q�'X�D I3iI�IY��S T+�UTIY TIdCL'M�1�ITAT�UN 1�Y��T.17F�iJI�T I�1
THLs SIl] �3�Tt�TG CONSI.I�EREl31ti�N-RES�U�iSIV�. A. S�C4YA �.A,[�,[JR� W[LL �'SiJ7,T xN TH�
(IFFER�It 13�ING DTSQCJAL]FIE�} �'4S� d k'�RIQD QF DI�T� YEAR. TH�FF FAIL[1HE,� iN A FZ'VF
'YF.�R P�1�C(lll 1�]ZL R�S�TLT IN A DLSQLLALLi�'ZChITON P�;RCOD O�"1:`HT��E: YEAHS.
Any Qu��tion9, Piease C�ntact'I't�e Sitsiness Eqvlty ni�is�on nf the Y�ep�rtmcnt vf Iliv�rs�ty �nd
�ncluxion at (817} 342-Z67�4.
E1�Tl �F SE�T�(]�i
CI'f'!' OF FORT WOR'iE3
STAi3�3ARri C�itil3Titi]CTION S�BCiFlChTiOid I7CClCtIMENTS
Ilevosed duly 19, �421
c���. ��e�c r•oRc� ��r.�r
CITY E'ROfE�T 3Ya. V D0496
on $z a3 . i
�gr��rr►�,t
Page I nF6
sECT�a�v oo s� �
AGRFFMTNT
THI� AGR�L�`MENT, autl��riz�d an September �'1, 2022, is made by and between tl�� Git� of
Fork Wortti, a Texas hame rule municip�lity, a�ting by and fk�raugh its duly authori�ed City
Manager, {`RCity"}, and S.J. La is Consiru�tio of T as LT]] a�itharized to do husin�ss in
Te�xas, acting by and ti�rvugl� its duly aui]�ori�ed representaii�e, ["Corrtractor"). City ar�d
Conta•actar rnay jointIy he refen-ed ta as Parties.
City and Contractor, in eonsideratian of the muhial cavenants ��ereinaf�er s�C fox�l�, agree ss
follaws:
Artiele l.. W�RX�
Gonhactor shail cQinplef.e al1 Work as spec�fied or indicated in tiYe Contract L7Qcumenis far th�
Proje�t idei�tified lterein.
Article 2, PRDJE�T
Tha pi-aject for which the Vaork under tl�e Contract DQcum�nts may �e the whoie or only a part �s
genexalIy described as �'allows:
�iear Fark Force Main
City Praject Ioio. �4{19�G-2
Articie 3. �ONT�AC'T PRIC�
City agrces i:o pay �antrac#or for pctforman�� ofthe'Work in accnrdance wifh the �antract
Y]a���mants an arnount, in current funds, of Twen#y- I�C'ine M']iian Ei hp t Hund,r�d 'F�veniy-Ni�e
Tl�ousand_Ei��►t Ht�ndre[l �ffeez� and ���rQ�,nollars (�_29, 8�4. 8�:�.7�.1. Cuntract price may he
edjusted by change orders duly a��charize.� by tiie Parties.
Art�cle �. CONTRACT'TIlViT:
4.1 iinal Accegtance,
The Work sh�l] he carnple�e for Final �,cc�ptance within �{40 days af�er tI�e date r�rhen the
Contract Time cnmmences to run, as pro�ided in Paragr�ph �.�� af the Gen�raL C�ttditions,
pl�s any extcnsia� �l7ereof a�lawed in a�carctar�c� with Article i2 vf the �',eneral
Co�ditions.
4.2 Liquidated �amages
Contra�#or recognizes �l�at trii�e is of the ess�nce far campletinn af Milestones, if any, an�
6o acI�ieve �'inal Acceptance a�the Work a.nd City �i�d �ie public wi11 stzf�'erfrom lass of
us� if tlie '�qrk is nat camplet�d v�i�l�in the tirne(s} specifiec# ir� Paragraplt 4.1 abave. Th�
Goiitr�ctnr a�so �ecogniaes ihe delays, e�pense and dif�'iculties in�olved iri praviizg in a
iegal proeeeding, tha aetual Ioss suf�ered by the City if the 1zV�rk is nat c€�mplebed on
�ime. Accordiiigly, instead af req�iiring an� such proof, Contractor a�rees tliat as
iic�uidated d�ma�es f�r dalay {but n�t as a penai�y�, Cnntracto�• shafl pa� Ciiy �nc
Tl�nus�nd 'l�va Hundred Iif Du11 rs $� 25fl, U fc�r each da�+ that expir�s aft�r �I�e
tin�� �pcci�ed in Para�s.�apl� �.1 %r �'snal Avice�tance until the Cify issues ktte Final I.etke�'
of Acceptance.
C[TY DF POi�T WOIiTtI ClearFark Force Cula9n
STANDr1€�D CDN"aTRUCT[OhI SPECIi�ICA�'fi3Af DOCUMEiydiS C17Y AR(]1EC7' �a. 10099G-2
Revised 1li2312021
00 52 43 • 2
�Igreemcnt
Page 2 of G
A��tr��� s. co�rTa�a.cT nocun�Nzs
S.l COh1TENTS:
A. Tiie Con#racf T.]ocuments W�ZICIi afltnprise the �ntire agreement 6�ween C:ity and
Confractar cnncErr�ing the Wnrk consist oftlie fvll�wing:
l . Tl�is Agreeinent,
2. Aitaclunents ta this Agreement;
a. Bid Form
1 ] Prapvsal Fonm
2) Vendar Cornp�i�nr.e tp State L�w Nnn-Resider�t Bidder
3) Prec�uaiificatian Statement
4) 5"ta[te and Federal documenfs {prvject s�ecafcc�
�a. Curi�ent Prev�iling V1�ag� Raie Ta�le
c. Insuranoe AC�RD Forin(s}
d. Paym�nt Sand
e. Perf�rmance �ond
£ Mainterianc.� Sand
g. l�owar of Atiarney for the Bvn�is
h. Warker's Comp.ensation A,�idavit
i. MBE andlor SEE Utilixatian ��rrn
3. G�neral Coix�i�iorts,
�. S.upgletnentz�ry Conditi�ns.
5. Speci�cations sp�cifcaliy made a�art of the Cantrac# Doetrments by atta�lmtent
or, ff nat attaal�ad, as incarporat�d l�y reference and d�seribeci i�i #he Ta61e of
Cantents of tfie Praject's Con#ract I�ac�ir�ents.
G. Drawings�
7. Addenda.
$. I3aoum�tation submitte�l by Cdntractor prinr to Notice af Award.
9. The fal��wing whiel� may be deli�ered or issued a�rer tl�e E�'ecti�e Date vf t�xe
t�greern cnt �nd, if issued, i5ecome a.t� incorporated part of tlae Cva�'act Documents:
a. Alotice to Proceeci.
1a. Field �rders.
c. Change drders.
d. L.etter of �inal,4ccepka.nce,
Article 6, II�TDEMNJFXCATI�N
6.� Con#ractpr �or�enanfs �tn[� �rees ta inc�emniiy, hold harmIess and s�efend, �t its awn �
expense, the city, ifs officers} servant� and cmPluy�es, frorn an� agxinst any and all �`
claims arising aut a�`, a�r al�c:ged tn arise vut of, the w�rk �.nd services fu l�e p�rfurmcd
by t�e cnnfractor, its oif'scez•s, ageri[sp cm�lvyees, su�cor�tra�#ars, IiCense5 oT inwiteCs
undcr this c�ntraet. This ixtde_�mni�rafion ul�u�ision_i_s_s�eci�icall, i�tled tti anerate
��d f�e ef�'e__c�ivc_ev_en_if i#_is_alle er� ! or prvven tha# aI� ar.some af #i�e daniaQes t�ein�
snu�i�t were c�vsed, in whnie or in �art,_h�_ any_act, omisaion or ne�li�eiice oS the ci#,�.
Ti�is i���rrinity provisivn is intended ta include, �vii�icyui lYmilx�tion, indernnity far
enstq, ex�enses �tud leg�l fees ineurred i�y fhe city in �efending against such r.Iaims and
causcs a�' a�tions.
CITY �F TC]RT W�RTH CIeaC Fork Porce Main
3TAAI�]ARD C�NSTRUCTIflN SA�CIFICATTON flaCiIME1JTS C[TY P1�0]�CT hlQ. I0099G 2
Revised 1 EP231�Q21
Oa 52 43 • 3
Agrcunent
Page 3 of G
6.� Cantraetar �a�enants and agrees ta indemnify And hald harmIess, at its own e�pex�se,
ihe cfty, it� afficers, setwants �nd em�loyee�c, frvm and againsi anp artd all 1a�ss, d�m�ge
o�• destrnction a�pra�er#y a�'tlxe city, arisi[ng out nf, or �Zleged to ar�se aut vf, the work
�.nd servic�s to ba perfarrned hy f�e cor�fr�ctor, its o�ceza, agen#s, empXapees,
�ubcanfxacEvrs, Iice�usees ar iuvitees uudet� this cantract. Tbis indemni�icatafln
ro�vision is s. ecificall in�en�ded iv a�rate an€d F�e �f£ect�ive �r+en if it is alle ec3 or
nrarren that ait ar svine�f the dam.a�es befn� snugl�ct,were ca�sed, in w��oIe or in nart,
�y a�� ac#, onnissinn or negl�nc�_of the r.ity.
Artic[e 7. MISCELLA_l�'EOYiS
7.1 Tern-is,
Terms used in tl�is Agreema�t whicli at�e de�ned in Articie 1�f tlae �eneral Conditions wi�I
ha�e i��e m�eanings indicated 'm #he �eneial �nditians.
7.� A.ssignment of Contra�t.
This Agreement, incl�tdar�g aI! of �ie CantracE Dacuments tnay not be ass'r�nsd hy ti�e
Contraat�r witl�out the s�vanoed exp�ress written cQnsent nf'tl�e C ity,
7.3 SLIC4PS�SDI'S 1Ild A$3IgYl5.
City an� Contractor eacii binds itself, its partneis, s�io4essors, assigns �nd i�gal
r�pz��entatives to #he c�fliel• parky lxereta, in respeci to all ca�ena�rts, agreements atzd
obIigatian� cal�tainad ir� die Contract Documerrts. •
7.4 5e�erabilityllVan-Wai�er of Claims.
An}�. provision or part of the Contract Doouments l�eld to be u�constixutional, v�id ar
une�forceabie hy a eaurt af coriipetent jurisdictiazl shaIl be deemed stricicen, and aIl
reinaining pm�isians shatl continuc to f]e valid and bindin� upon City and Cn�rtractar.
"I'he failure nf City ar Contractar tp insist upan �kae perfprman�e af gny terrn ar pro�isian af
this Agreement ar fo exercise any riglit gr��ted Iterein shall not coa�stitiife a waiver �f Cit3+'s
ar Co�tractar's resp�cii�ve riglit to insist upon �ppropriate p�rformanc� or tn assert any such
right an �ny f�tnre or�casia�_
7.5 Governing Lativ and �er,ue.
�l his Agreernenk, inaluding all af the �oniraGt Dniuix�errts is perf'orr�at�l� in th� State o�
Te�as, �lenue silali be Tarrant County, 'I'exas, or t�1c Ur�iled States District �ourt far the
Northern District oiT�ca,s, Fort Worth Divisian.
?.$ Autl�ority ta Sign,
Ga.nlra�tor sh�ll atta.ch avidenr,e �f autliarify to sign Agreement if signed by sa�n�Qne oth�r
tl�an the dz�Iy autl�ori�ed si�raaia3y of ti�e Contractor.
?.7 Nan-appropriatinn nf Ftinds.
]n tlze �vent no funds �r ulsufficiea� funds are appropriated by City in any fisaal pe3�iod �ar
any payme�its �ue heretrnder, Gity will n.atify Vend�r af such accutrence and �1iis
,Agrearr�ent shall terminate on tl�e Iast day oftlte fisc�l periad fc�rwItich apprapriations were
received witlsout penalty vr expense to City af any kind wl�atso.aver, except as to ti�e
portians of the paytnents herein agreed �rpan for which funds ha�e iaeen app�•opriated.
C]TY �f FflRT WORTF[ �lear Fvrk Force lvIain
ST'ANI]ART7 CON�TftU�7'[ON SPECIFICA'CIqN IX?CUMEN�S C1TY PR�JECT hlfl. Ld494G•2
Revised 11C1312�2I
pQ 52 �3 - �
Agreemq�t
Page d o£6
7.8 Prohibitian On �ontracts '�Nitl� Comganies Bvycatting Tsrsei.
Conti-actor, t�nless a sole propri�tor, ackn4wledges #hat in a�cordance with Chapter 22�1 of
die Texas �ove��nment Code, if CDntraetor lias 1 Q or mora full titne-empiayees and the
coni��act value is $l OQ,aqa vt more, �the City is p�raliibited from entering inta a cotrtrac� wif�i
a campany for goods or services unless tlte cat�tract cant�ins a written v�ri�cation from ti�e
campany that it: (1) daes i��t bpycott Israek; az►d {�j will n�t boycatk Israe] during the t�rm
of the cvntract. The ��rnt� "hoycott Israel" an� "compaiay„ sI�alt l�awa t�a meanings
�scribed tv those terins in 5eafion 848.041 af thc Texas Go��rnrnen� Code. By �igning t�xxs
caati•act, Contra�tar eerti�es tbaf , Cu�xtxactqr's sig�ature provide� w�'i#ten
verific�tio� to trie Ci� tlza# if �h�pter 2z71, Texas Go�ex•n�nae�t Code a�piies,
Caat�•actar: �Tj (�0�.4 ri4t bO�+cott Isx�e]; and (2} w'rf� na# baycott israei during #h� term
n� the cnntract.
7.g Prohihition on Bayoatting �nergy Car�panies.
Contractcrr acknow�edges that in accardance wi�h Chapt�r 2274 of t11e T�xas Gvv�rn�nant
Cod�(as added by Acts 20�1, 8?th Le�., R.S,, S.B. 13, § 23, the Gity is prohibited from
en�ering into a Cnnfract for gc�ads nr servi�es tliaf has a vaiue af $1U4,040 ar mare, v�hieh
rt+i1! t�e paid wiioliy or pat�tay fira� public funds of the �ity, v+�ith a cQxnpany �wi�Ii IO or
mnre £ull-tim� employ�es} ur�iess tl�.e �antxa�t conta.ins a writien Yet'ific�Clon from �e
cornp�ny that it: (1) dnes not 6oycc�tt �nergy coinpani�s; at}.d �2� will not boyc��E energy
�amp�ies durin� #fi� t�rm af the contract. The tezms "bnycatt anergy carnpar�y" and
"ca�npanp" have the me�ning ascribed ta those tertns hy Ch�ter 22�4 of the Texas
�avernment Code {as added by Acfs 2�21, 87'th T�eg., R.S., S.B_ ]3, § Z}. 'I'o the ex#ent
tha# Chapter 2Z74 vf fhe Goverr��tn�rt Gnde fa npplicable to fIiis Agreeiruent, b3'
signing rhis Agreem�nt, Cd1i�I'ACt4T �ertifies that Cnntrac#or's s�g�ture pravides
vsrritten verif�caiion to fhc� C:ify tl�at Cantractvr: (1) dpes n�t boycoft et�ergy
c�rxsp�,nies; an� (2} wil� not 6oycott energy cornpanies during the telm af this
Agreemenf. -
7.10 Pmhiblt�ot� on Discrirn�n�tion Against �'ir�stm ai�d A�nmut�ition Intinsfries.
�an#ractor acknowledges that exce�t as atlkerwise p��oyided by Clia}�ter 2274 of the Texas
Gvverncnent Code {as added by Acts 2021, 87th Leg,, R.S., �,5. 1�}, § I}, t}l@ CI� I5
prohihited from entering info a cantract fnr gp�ds ar services thax Ilas a value of $14fl,�Qa
vr mar� whioh w'ill he paid whally or partIy frozn pubIic funds of the City, with a campa.ny
(witi� 14 �r i�ore ful]-fime emplayees) unless da� C�tt�acf cQnfains a written �eri�c�xion
Fram il�e carnpar�y if�at i� (1) does aot Iiave a practice, policy, guidance, or dixective tl��t
discriminates a�.ins# a fn�earm entziy pr �Xe21Tm trade egsnci�tinr�; ar�d �2j wi�l ilot
disc�itn3nate duri;ng ihe terFn of the �ontract against a fireat7t� entity or �r�artn trade
associai:inn. T��:e terms "diseriminate,°' "firearm entity" and "�rearm trade asgaciatio�t�"
teave t�e rneani��� ascril�ed to t�iose terms b�+ Chapter 2274 vf tlie Texas �overnment Code
(as sdded hy Acts 2021, $7th �jeg., R.S., S.B. 19, § 1). �'p thc exfe�f #��t Cha�ter 2�7�4
of the Gn�*ernmet�t Cvde i� appli�ah�e ta ti�is �g�reemen#, hy signing this .Ag��eemea�t,
Gflntrac#ar eerti�"�es t�x�t Canir��tor's sig�xfut-e prsrvidex �vz�itten v�'i�Zcatian tfl the
Cily that Cotatrae#or: {1) doe$ noi have A pract�cc, pnlicy, �uidat�ce, nr directive that
discar�minates ngAia�s.t a�rcarm vntity nr %rears� trade �ssaciat[an; �Ti[� ��} 'V4'f1I il4t
discrimi�af� agafn�t a�rear�n enfaLy pr �i�u�rm tradc assnciatinu during the teim of
#his Agrcemsn�.
CITY �F FdRT W�RTH Clear Ft�rP: Farce Main
S'1'AIVdARa C�NSTRlJCTIOAI SPECIF[CATf��i DQCUMENTS CITy PRq.fEC'I' iVp, �pp99�_2
Rcviscd 11I23iL021
44 52 4; - 5
Agreennent
Pagc S of 6
7.1 1 Trnrriigration Idationality Act.
Contracfar shall t+e�•ify the idenfity and empIoy�nent eligibility of its empin�+�es who
perforr� wark under tiiis A�reement, inuluding campleting �17e ��il�loymenE Eligzbl�tty
Verification Farm (I�9}. Lipon req�iest b�+ City, Cantractor s1�all prrovid� City witi� capies of
all I-9 fqrms �nd supp�rtilig eligibiIily docu�neiatation fot' �cl� etnj�loyee wli� per�vxtn5
woz�k und�• this Agreement. Cantractor shall adhere ta �il Federal ar�ci State Iaws as vwekl as
eska6lisl� appropriate procedui�es and contrnts so #hat no s�rvices wiI� be perf'or,n�rl �y a.�y
Co�a#racivr amploytae wlto is n�t legally eligible tv perform suGh services.
CONTRA�TUR SHALL INDENIl�TIF� CITY ANX} H�LA C�`X'Y ��A.RNIL�:S�
I�'ROM ANY PENALTIL��, LI��I,x'I'Y�+ S, �R LQ,gSES ]]U� TO yZQLAT�ONfS fl1�
THIS PARA�GRAP�I BY CONTRgCTUR, CON'�'�t,A,CT�R'� �11�PL�YEES,
SUBCONTRACTORS, A�ENTS, DR LICE�S�ES. Gity, up❑n writter� notice #a
Gantrac�ar? shall lYaue tl�e ri�ht to i�nmediateIy termina�e this Ag�•eem�nt �or viola�igns af
thi� provision by Contractor.
7.12 Nv Tlurd-Parry �enef�iaiyes.
Tf�is Agreement gives na rigltfs nr 6enefifs to �.iycsne otl�er�an tf�e Cify and the Contrac.t�-
and there �re ro third-party bene�i�iaries.
7.13 ]�F�o Cause of AGtion Against Engineer_
Cvnt��acto�•, its suE�cnnf��actors and ecruipment and rnaterials suppIiers on dYe PRS��.CT ar their
stireties, shal� maintain na direct acfipn againsf the �ngineer, fts o�cers, erx�pl�+ees, and
subcnntractors, #`or any alaim arising ouF of, in conn�ctian w�th, or resulting fr�tn the
engineering se��rice� �r�ned. C�nly the Gity wiil �� tl�e heneficiaiy af any undertzlcing f�y
the Fngineer. The presenoe or duties of tl�e Engineer's pe�sonnel aY a'construGtion si�e,
w]aetlxer as on-si� represer�ta�iyes ar athexwise, da �n�t make �17e Bngineer or �ts persorme]
in' any �rvay respvnsible fo�'t�Yase duties fhat beIvng to dze Cii� andfor #he Ciiy's cansiru�tian
contractors or other entities, and do not relisve ihe cansinxctiaz� cnntractor� �r a.�y ❑tl�er
entity of #lieir vbIigati�ns, duties, and responsibilities, in�luding, huf not liinit�d ta, aIl
ctan�h-uction rnetliuds, means, 6e�hniques, sequences, and procedures necessary �vr
cvQrdinating and Campleting aiI partians of #he canstructian wnrl� ii� aceordance with tl]e
Car�tract .T7acurnesrts and any heaitls �r safety �rer.auCians i�equiz�ed b}+ sr�cIi construction
wark. The,Engi�ieer and its persan�el ha�� na au#t�ority to exeroise arxy aflntxoI a��r any
�onstt�uctior� contracEor or other en�ity ar their-emgIvyees in connection with their work or
anp hea�f� ar safefy prec�litions.
C["I'Y OF �ORT i�'C]R'I'i1 Clear C'otk Force Maen
S'CANDAR� CaN.4"f R.UCTI�N SP8C1P1CAT1(7T�f DaCil3vi�N'f5 C1TY AR4JECT NQ, f0699tr2
lievi�ed 11I�3I202�
40 S2 q3 - G
A�rcement
l�aga d v£6
iN �'Ji'I'i�ESS WHL��:��', Gity and Cant�•ac�r h�ve eac� exoc«ted tliis A�reeinerzt to ba
af�fecti�►e as oi tlzc date subscribed by th� City's desi�naiecl Assi�tant City Manage�• ("C�ective
❑ate"),
Conti•aat�x:
I3y:
Signa ❑re
,qdarn Lunsford
�Pr�nted Naina}
_I��e Presiderit
Tiil�
5�� S, �th Ave.
A�{ciress .
Mansfi��d, TX, 76fl53
C�ty1S t�ttclZip
City of � ox't V�ort�i
$y:
�� �����
���,��
Datta Burgl�dafF
�AssiStAt�C City 1VlanageC
flct 21, ��2�
Da�t�
Ai�est;
��et�e ��ot�alI, City SeGretary
tSeal}
. .,�,'" ,�- g*!., � �'x•' .
-, r- ` {� ; W��,, .
. � ,�=� �,..�� ;r , ; �,� `s.,
��� ��, r i.
��, �r. ��� :,;, �'ak..
� . � r ;� �.� �� .
���y�`,ti�� `i',�:��; ,�• ,:-�
�._.- . . . ':°�'�
ry
�9l27l�D22 MBcC' ��--0'�85
D�t� � Date: �c�#em�iet� �7, 20�� �
: Foim 12a5 No.: 2�x2-9��172
Canlrai:t Cor�xplianc� Manag�r; ' �
By signin�, Z�cknawledge that Z am t�►e persor�
responsible far the tn�niforiz�g and
adininzstration oithis cantract, iucluding
ea�suring a�l performance �nd repartin�
r�t�ttiXemerlts,
�1
Lialn anlon
Proj ect 11�Tanager
Apprtir+ed �s to Porm snd Leg�lity:
�
,;;:-.�-r•^
Daug[as W. Black
Sz'. �lssisiant City Attorney
f1P1'I�O�TAi� ItFC�1vIME1�D�3L�s
� ....N �on.z�� �f i
Gliristvp]�er Hard�i; �'. L, r
�lirecfor V�ate1• Depa�-tm�nt
��D
--__ _ iY
, ' �s!
C1TY Uf• COIL'I' WDRTH GICtt1• Fbrk Fqrce M�in
S'i'At+1L7J4R17 CONSTRUC'i'fdN 53��C;I1�jCA"1'1QAF17QC[11v7Etd'1'� CiTY P�{0]L:CT�Q. 3pp996 Z
ReVised 1117.3�2qZ1
W�I`r�C�N I�,CTI€�N
dI� THE GEI�TERAL PART1tiIER
�F �.�. I,OLIIS C�NSTRUCTT�N QF'I'E�AS LTD,
TAr:EN � T�IEU �F �'i MEETZN4
Tbe undersigned b�ing the Gen+cral �'aetner �f �,.i. Lauis �onstr�wtion afT+exas Lfd, a T�
li�ni6ed pati�ership (th� "Connpany"), pursu�nt to the autharity containec� in the �'exas �Business
argaaizatirn�s Cadei iY� �1eu o� hriL(ii[1� � tri��ting to �orsS�t�ei �� s6�t�[le� d� h�reby appro�vc and
a�ciapt the fnllovvir� resvlutians and a�io�ns effectave as af,Tu�Y 18th, �022:
N��N THEREF�RE BE IT i�50�`�'B'D, that �he fallowing p�'scros are herel�y elec�ecl as
a£ficers af this Cnmpanq, t�n hald the of�.ces s�t farth oppasit� their respecii�e n�mes until their
suct�s�ar� l�ave becn el�cte�d arul qu�i's�.ed:
da�nes L. S�hue�l�r
Les V. Whiiman
Uavid Dickexaan
Adam Liwsix�rd
3ustin �hrtman
�iis Dst�a�d�er
Jaime V�'aads
Philips J� Val�ak�1�1
3�mie 1Nfut�na�n
P�si��ntfChief Man�gcr
Exc�c�ttti�vs �'ic,� Pr�sid�x�lC�nexal
Manag�r
Vice Pres��tlSouth T�xas Area
M�nag�r .
Vice Pxesiden�l�nns#xuctian AJfanager
Viae Presic�enflCons#ruct�an M�a.g�r
Vica �'re�id�tlCon�ructian Maz�a.ger
Ck�� Finar�cial �f'�LC�x I SeC��t�y f
Tre�sur�r
SearetaxylTreBsut�rfC ene�al
CounseUGanfracts D'ue�ar
�T�c� Pre�id�em �f Equipm�nt a�nd
Trucking .
RESaLVE� F[JRTHER, tha� the Pr�sid�►t, Executi�ve Vice Preszdent and Chief �i�an�ci�al
Officer �re bereby autharized �nd etnpawered to sign ali dncumants nec�ssat^y �vx �� perfDrmarvice
uf the busin�ss of S,r. Lau-is Canstruction �f Texas, Ltd,
RESQLV'BD F[JRTHER, t�a# Philips J. �all�il, as S�ary, D�vid Ilic�ersan, Arf aral
Lt�nsfvxd, �ustin V�hitma�, �d Curtis ��txander ar� hereby au#lzari�ed �d em�ow�ed ta sign
Construc#�on Cvx�tracts, Canstxusction �id�, Cans�ruccticm. Hor�ds, � pay e�timates and all ot�ex
docurr�n#s necessary t� c�nstruct �nd manag� �onstructian j��s far tho �nmpany.
�a��$��
RE��LVEI� k,iJRTHEI�, that this written. �tion �upersodes �ll prior ap�aintments of
o#�cers �nd rasaltrtians add��sing su�r�ession of su.ch o�tcers,
RE5[]LVED �THER, th�t al� przar sign�tw� authorizatirnt� are h�re�+ �rzpe�r�eded i,t�
their entixety txy this writ6en actian �n� are r�o Ianger a� any force ar effect,
R�S�I�V�] FURTH�R, t3�at all afth� act� of otftc�rs �f th� Campat�y, wh�thar he�t�'arc
�d he�ea�r takea or done, ti� are consis�trt with the purpose �rad intet�t af th�s� resalutians �
hare�y in all respect� �, �pprov��, rati�.ed autl aoxuE'urnad.
C�LNERAL PARTNER
LLC
!,Tames L. Sc�ruellex
Presidarrt and CludF Man�g�x
t��aa�rvi �
Bond Na.19Da51808
aab� i�- �
PA���rx aorm
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THE STATE UF TEXA,.S
C4i�N'�"Y �F TARRANT
sEczzozv o� s� ��
�A�'MENT H4�ID
�
§ ii�i0'W ALL BY TIIESE �REBENTS:
�
That wve, S.J. Louis Constructivn vf Tex�s. L#d,_ _� �a� �
"Principal" herein, aud Libe Mutual Insurance Com an a
corparate surety �s�u�tiesJ, duly au�haziaed ta do business in the State Qf Te�cas, knnwn as
"�.rety" herein (whet}xer ane ar more}, are held a�a.d �irmly bound unta tha City flf Fort 'qVorda, a
muniezpal ec�parafion. �x�eat� pursuant t�x the lavc�s nf the State of Te�ras, k�aw�a. as "City" herein,
Twenty Nins Mfllfan Elght kiundred iwerdy Nine Thvusend �Ight �O�I�CS
in t�1C �e,ual Sum af Hundred FiReen and 7111 �4 _
($_29,8�9,8'15.7'I _�, lawful rnoney of the United States, ta be �aid in Fnrt V+7'ort�,
Tatrarit �aunty, Texas, far the paymeni af which sum w�l� and tnzly he xnade, we bind aurselves,
dur heirs, executoxs, �strators, successors and a�signs, jazntly and sev�rally, fizxnl� by these
pre.5�nts:
WHI�RFA�, Principal has entered ir�to a ce�tain �vritten �ontract with City, a�atded the
2'ith �y px- Se tsmb$r 20 �� .�rhieh Gontra.�t is herel�y r�F�rted ta and
made a part hereof for a.it pwpas�es as if fully set forl� hereiu, to �iunish all materi.aLs, equi�rnent,
labar aud ather accessories as de�ed ioy law, in the prosecui�.aa� of the W�rk as provid�d t+or in
said Canhaot and desisaat�ed as CL F�RK FUR�E 11�N [,`i P u'�ct No. X44996.
rtow, ���ox�, xxE corrnrrYON o� �� aaax.�c�TTort �� S�� c�.t �
Pz�nczpal s�all pay aIl mob.ies owing #o �ny (and allj paymen.t hamd h�n�ficiary [as defi�aed i�t
�bapter �253 af the Texas Gove�nent Code, as amend.e� in the prosecutian af the War� u�nde3r
the Contract, then this vbligatiou shall #�e and l�ec�me nu1l and void; atherwise to re,main ixA fu]1
f�orce and e$'eCk.
This homd ia made aud executed in campliauve with thc provisiar� ofCl�aptea� 2253 o�the
Texas Cavernmeut Cmde, as am�nded, and all ]iabilirties an this bond shall be detexxn.irxed in
BCCQTC�Ai1CC Wl.�l. Lb.0 �UV18I�I18 O� 5&ld 5t�L1tB.
CITY flF Palt'd' WORT�T
3TAN�ARO C:Q�3 ST1Zi1CTION SPECiFTC►L'T10AC iIOCLIMBNT$
lt,e�ised Iuly 1, �� 1 S
CY,EA.R FpRK FdRCS h�AFN
CITY PR07ECT AIO. f 40�96
Qb G1 14-2
PAYMENI' BOI�i7]
I'a�:. 2 oF2
1 I� WITNFSS �VHi;RT���R, the PrincipaL and Surety ha�e each SICrNED �nd SEA�ED
2 th�s insi�ument by �uly authorized agents and af�c��s an this thc 27tf� day o�
3
4
September �Q 22
� —
PRII�TCIl'�1L:
S.J. Louis Canstru�tian nf Texas, Ltd.
B'�':
5i�nature
ATTE�T�
(�'rincipal)
�r
�itness as to Princip�l
ATT�.ST:
(��� itnes
_ �.--
Vditness as � � ty Y
5
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7
8
9
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Adam Lunsford - Vice President
I�amt �uid'Ti�le
,e,��s; 520 S. 6th Ave.
Mansfield, TX, 76063
f�Yr�:��r��i
Liberty Mutual lnsurance �ompany
BY
I L`A1�
Heather R. Goedtel, Attorney-in-Fact
Name and Tikle
Address: 84d0 Normandale Lake Blvd, #1Taa
Bloomine,�ton, MIV 55437 _ ___
�'e.�epJao�e Niunber: 763�d2-i159
TTote: If sig,zi.ed �y an oi::�,c�r ❑f i}ie Surety, �1iez-e must be an file a ccrL'ified extr�ct irom the
b}�latvs sb.ovring that tltis person has autharity ta sign su�h abligatnon. If Suret�+'s ,pb.ysi�al
address is clifferent ii�om its mailing addxess, �intJz m.ust he �ro�ided.
The date of tihe boz�d s�all not bepriar to the date the Caatract is awarded.
END OF SECTI4IY
CITY OF xDItT 1'JORTH La.E}�R FORK FQRCE MAIN
STA�ti�ARi] CO1'STRLIL'"1'IOi�I' SPECIFICA'I'lON ]]OCUMENTS CTTY Y1��JECTNd. I�0996
ELevised Iuiy 1, 2Ull
Band No.19D0518q8
006113-1
pg�(j�7�10E �C1'N�
Pago 1 of 2
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THE STA�'E OT TE�AS
CUUN'�'Y OF TARRANT
sLc�rn� aa �x ��
PERFO�A.�iC� SOND
�
� I�Na� ALL BY THESE PRESL�NT�:
�
Tha� we, S J Lvuis Canstructivn af Texas, Ltd_ _ _, �►A� �g
"Principal"herei�, and Libert Mutual Insurance Com an ����
surety(sureties, if more thsn one) ciuiy autharized tv do l�usi�ess in t�e State oi T�xas, ks�own as
"Surety" h�rein {wk�ether ane or mar�), axe �eid and �arm1� �aund unte ihe City of �az� �Toxth, a
zx�unicipal corporatian cre�ted parsuant #.a the laws of Texss, knawn as "Cit�' h�rrein, in �a.e penal
Twenty Nine Minipn �ight Hundrad Twenky Nlne Thousand Eight
S1�z77 4f, H��dred Fifteen and �91100 D0�3C3
�$ 29.825 8'I 5.7'I , ia�vi'ui money oFthe i[7nited States, to be paid in FarG �Varkh,
Tantan.t Caunty, Texa� f�r #he gaymcnt �iwlaic� sum weli and truly ta be made, we bind
ourselves, ourheixs, executors, �.dministrataxs, successc►rs and. assigns, jairrtl�r aaad severaIlY,
fuzniy h� thes� prese�.ts.
i�VSEREA�, tbe �rinei�aal lxas entsred into a. certazn writ�er� c�ntra�t with the �ity
avaarded the 27th day a� �ept$mber _� �q �2, y�]�i,ch Caa�tract is here�y refear�d to and
mad� a part �aer�af �or alI �urposes as if �Fully set fnz-t�z herein, to furnis% all materials, equipment
labar and nPher a.acessaries defined lry law, m i�e pros�t�ian of the Work, incl�ding anp Change
Orders, as prdvided for in said �oxitract �.esignated as �LE�R FDRI� �4RCE MAIN,, C.i�
Pro9ect N'a.10D996.
NOW, �'�FDRL, �e canditian of this abligai�iinn is sueh that i.#'Che said P�r,i.pal
shall fait}�fi.�].Zy pcx�orm it nblig�tions undex tbe Cozztzaat and shxll in ail zespects duiy and
faatl'�fiilly per£arm the Vilork, i.ncluding C�ang� Orde�rs, under the Co�ntxact, accordiug to the pla�x,
5�1EG1�14'RL14Ilg� aa�d cantract dncu�m�ts #�erein xeferr�ed to, and as vc�eli durin� any p�riad af
extszasa�n of tl�.e �antra�t that uLay b� graated o� the p� t af f�e City, tlxen this obligatian shali be
andk�ecome nu11 and void, ot�erwi�se ta remain Sza �ull fnrce and effec�
r�
PRflVIDEI] F[7RTi�ER, that if acry legs.l action�]e filsd Qn tk�i.s �ond, venue shall iie in
Tazxant Caunty, Texas nr the United States �istrxct Caurt far the I�Tazthe�n Disirict o£ Texas, FvrE
Wart'h Di�isian.
C11'Y 4F FORT 1�VO1�"i'�I
gTArlpAk.D C�iSTxuCT[dPF SPEGkFIC�+T[ON 170CUh4ENT8
Revised 7uly 1, �Ol l
c�.�aax �oxx raa.c� n�uiv
�IZ'Y P1R07�C�' �'FD. 1 Qfl94b
80G113-2
PPdtFCI.RMA�lCE B CJ�
Paga 2 af2
I This bo�.d is made and executcd in coznp]isuce wfth tk�e �ravisians af Cha�ter �253 of the
2 T'axa� Cir�vernnzent �ade, as atnended, aud nII lzs�bi�ifies on this bond shallb� deterrnined in
3 a�enrdaur.e with the provisinns of said statue.
4 ]N WX�`�S� W.��CRED�, �,te Pxiucipat aad the Suxety have �IGi�TETI �nd S�AT,EI7
5 this i�strume,nt by �uly au#�ori�ed a�ezzts and officers on thi$ th� 2�th day a£
� September �,� 2�
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��r�s�r: �.
(Principal o�refary
�Vi ess as ta �'ri�czpal .
�. ��� �
Witness as ta .
�iili�i �ir �..
S.J. Louis Canstructian qf Texas, Ltd.
�
�' L�.. �
r
Adam Lunsford - Vice President
t�7'ame and'I:itle
Address: 524 S. 6th Ave.
Mans�ield TX., 76�53
. A...... .. ,. -_
�.Y�1.���
tiberty Mutual Insurance �vm an
� ;
'�ai�are
Heather R. Goedtel, Attorney-in-Fact
_�.� Name and 7'itle
,�ddress; 84�0 Narmandal� Lake Bl�rd, #�74�
Bloamingf�n. MhE 5�4�7 �
T�iephane.ri�mber: 763-302-7159
*Nafc: I�'si�ecl. hy an of�c�r af #he �urety C�mpany, �ere must be on fIe a ce�tified extract
fra� the by�laws shawing that this �ersau has auiharity ta sign suc�a ohli�ati.or�. If
Surety's pliysical addzess is differeni fram its maiTing address, hqth must be pravided.
'Fhe date of the �onri shall not �e Priar to the date the L:ontraet is awarded_
crnr a� �nr�x wg�r�-r c�aa� �oxx raxc�, ��
8TA1@L]�1i17 L'OI�IS1'HUC'f'tdN SPEC[E'ICftTI4hI D�CUMENTS C[TY 1'�LOTECT 1ti 0, ] OQ49G
Rcvised 3uly I, 29 i l
Bnnd Idn. 19U051808
46b114_1
]�RA,YJ.d'Cf?ldR3�iCL' BClldl)
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sEc�r�o�v ua �x x�
n�z�vT��rc� �orm
7.`HE �TAT� OF T�+.K�.�
CUUNTY DF TARRANT
�
� �T�R� ALL BY THESE PRESENT'�:
�
'X'b�at we S.J. Loufs Cnnstruction af Texas, Lid. , knav�ra �s
`�'rincipai" k�erein and _ Lib�rty Mufuaf lnsurance Gom�anY �, a��rabe surety
�s�reties, ].�X114i�e � QIk6� C��' �11L�]Dx`IZE� tO C�U �i18)�J�4 ltt f}1B �tBY,� Df T�XaS, kn�rn �s
"S.arety,,, he�. {wbether one t�r more), are held and fiiz�aly baund utrta t$e L�ty of �Qrt iNartb, a
nn�u�icapal c�rpoxafion cxeated prarsuant to tk►e laws v�the St�te of Texas,lrnawn as `°C.�ty" hereixa,
Tyrerriy Nine h+lillion Eight Hundred Twenty Nina ThaUSBnd E1ghi
in �e sum of��undrad Fiitaen and 7111d� __ D�1ISi5
{� ��,��g,8� �J.�� �a iSVVflI� xrii[]Il� 0�'�.1C T_III.itCC� ��tES� t0 �7� �1aZi� 11Z �OYC'�1�0�1,
Tarrar�t County, Texas, for ��aymeni af w�i�ich sunn well and ixuly he rnade un#o �k�e City and its
successars, we bind ours�l�res, oux heirs, exec�xtors, adminisiratora, successors and assigns, join#�y
and severai�y, firu�lY by t3�ese pres�nts.
WSERE.AS, t�e Principal has entered into a c�rtain wzit�en cantract witl3 the City awardad
th� �7th �,y.o� 5eptember --- ,�0 22 . w�ii�h Cnntract is hexelay
referred to �nd amadc part herevf far all purposes as ii£u].Iy se� forth t�erein, to furnisb. all
mate�ials, equipr.neut lab�r a� nther accessariea as defiued by laav, in tb�e prosecntinn af t&�
W�rk, inciuding auy Work r�suatmg frax�,. a duiy au�hor�ed �.ange �rder �coIIectiuely b�in,
t�e "VJork'�} as prcc�videci £oz in said cnn�txa�t and designated �s CLE �'QR� �'dR�E
Cftv Pr�iectNo.1�099G; and
Wffi�REA,S, �'xincipa]. �znds itsel�ta use such �naterials and ta sa cnnstx�ct thc tiVork in
acr�rdance �vith t1�e p3.an�, sp�ci.�cataous and Contract Ddoumen#� that the Wor� is and wi11
rea�aazn frae from defects in �terials oz wa�ua�ship far and d.uring t�e peniad af t�n {2) pe�r�
�er #hs dste uf k�ival Acce�tanoe nf tb.e Work by the GSity ("Mai�t�enance 1'ezaod"}, and
WHLREAS, Pr�incipal binds itself ta �air ar xecvnstruct the'9V'ork ixx wk�ola o�r in part
upQn �eceiviz�g not��e fra�n the Ci#y o£the need tb,erefor at auy tixne withsan �e 1Vlaintenan.ce
Period.
C11`Y OF FORT WORTfI
STANAARD C�AiSTRT]C110N SPECiFICA'FION ��Ci]M�SNT�
Revised ]u1y 1, 2011
cz�+x goa� �ouc�i�r
CfI'X 8RA7&�T H4.1 a0995
OOdI 19-2
�vfATh�T�iVAI�fC� 8D1VI]
Prge2 oC3
1
Z N�W TI3E.RE�ORE, Ihe condit'tox► af t}ais abligaf�oz� is sucli �at if �'zincipa� shail
3 reme�y any c}e�ective Work, far whi�h timeiy notic� was pzovided by C�ity, to a cnznplefinn
4 satisfa�taty to the Cit�+, t}�en this abli.�ati�n sh�all hecax�xe �.ul] and wicl; atheruvise ta rerx�ain iz�
5 fitl� faxee and e�ect.
6
7 PR4VD]ED, HC}WE'�ER, ifPxin�cipal slaall fail so to re�a.ir ar recanstruct �r►y tirnely
'8 naticed defecti�e Viio�c, it is agreed that t�e City xn�a.y cause any and all auch de�ectzve �rnrk ta
9 1�� zepai,red andlor recanstzucted with all assaciated coafs thereaf lsei.�g baor�e �y the Principal arid
1Q �hc Swrety u�der �is Mazzttenance b�nd; a�d
li
1� P�d�DL�.] FL�RTHEA, that i�any legal actaan be filed an this Bond, v�nue shall lie in
13 Tazrant �aunty, Texas vr the United States �]istriet Court for #he �T�rth�rn District af Texas, Pnrt
1� �art� T]iviaion; and
15
16 �RUV�IEI] FURTHER, �at k�is vbligatian shall iae cantinuous zn nature and
17 succcssi�e xe�overies �y be had hereun £ox su�essive �Oreaobres.
18
19
2D
CITY OF FdR�' WORTH CLSA3� POAK lYORCE MAIid
STA?Jl}ARI] CONSTRifCTI ODI S1�ECIFYCA'T1dld DOC[TM�NTS CIT'Y PBfldECT ND.10�994
Rsviacd 3uly 1, 2Q11
c']S16] 19-3
MA'iVTI,sT� AP:[:I�. 13C7NU
I�a�e 3 n` 3
I1V �ITNFSS R'iIEREaF, �he Principal anci the 5urety have �ach SIGNET] an�3 S�ALED this
ra
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7
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instrument hy dul}� �uthc�rized �genLs �nd afficers on thi5 the ��th d�y af
September _ , 20 2�
A1'T� T: �
{Frincip cretary
�
W nes5 a5to Principal
A'1"]'EST:
1. ,
�v�
ty)�,�Witn�s �
� � ,
WitnaSsast urely
PItIVLIP.4L:
S.J. L�uis Construction of T�xas, Ltd.
BY:
i��atw•e
Adam Lunsf�rd - Vice Pr�esidant
?�ame and Tiile
Addt-�ss: ��� 5- 6fh Ave.
Manstield, T}C, 760fi3
Sl l R�TY:
L'ibert Mufual lnsurance Gampany
BY
�. ignaturc
Heather R. Gasdfel, Attomey-in-Fact
1Vame an�l Titie
Address; 840Q Normandal� Lake 61vd, #17�70
�laomingtan, MIV 55437 _
Te➢ephone Nun� l.�er: 783-3�2-T 159
*Nate: If sign��I by an officer af the 5urety �ompany, there r�u5t he �n til� a certif�.d �xtrict
fi�arn t.he by�-la�vs sho�ving ihal this persnn has autlioriry ta sign such abligatian. ] C
Surct��'s physical addre�ss is different ji�arn its mailin�; tiddress, both must he �ro�+ided.
The date of thc bond shal l not be p�•iQr ta the dat� the Contract �s a���ar�icd.
c��i Y �r� �Ux� �•C]RTFT
STANI7ARDCC]TtiSI"1tiJ[ I"I[1NSl'LLIt1C;A'1'IC]NI7QCUME?�FTS
Revised ]nly ]„ 2[11 1
c.a.i�Au rnRi[FpTtc�nfnIN
C1'1'Y PkCIJECTNO. ]D099Fi
�ure� Ac�no�l�d m�nt
5tate r�f 1�Iint�csota �-
� ss.
County af _ Hcnnepin �
On tlus 27�', day nf .�e�atembcr, 2(}�2, hefore me p�rsonally came He�th�r i�. Gnedtel, to
me knovvr�, whn beit�g by me rii�ly swvrz�., did depase and say that she is �e Attarn.e3r-in-Fa,ct of
LiY�erty Mutual Insurance Cvm�an�r described in and which exeGuted thc abor�e iz�strumcnt; that sh�lhe
�T[qW5 tYle Seal of S�IC� CATj]Qt^�tiOri; i�78i t�� 5�� �fF1A� to sdli� 1I75�A�n�5 15 S�1CYl G4xporate seal, fhat it
was sa af�xed by order of the I3nard of Dirtttars af said a�rporatian, ai�d that she�e signed her�shelkis
namc t.a it by like order.
r�
nr�cfl�� carN�fl�n�� �a�a��
� IVoterY �u6llc
S#ete af Mfnnesata
�+'f Y �ommisslan Explras
JsnuarY37, 2028
Liberty
�utixal�,
� SURE7Y
1H VYITNESS WFlEREOF, I have hereunka auhscribed my name and a�ixed mY � atarial 89213t i0ng of Prus3ia, PennsyNania, on [he day and year f�rst abavE wr9tten.
PDVVER �F ATTOR1dEY
CeTtlBCBfeNo� $2d$087-194003
KN4WN A�� PE�250N5 BY �HE5E PRESEHT5: That The Ohia Casually Insuranee Gompany is a corporation duly organized ur.tler the laws af the 5tate oi Nev� Hampshire, that
Liberty Mutual Insurance Company is a cor�orailon du�y arganized un�er�he lav�s af the 5fate af 44assaehuseiis, antl West F�merican Insuranee Company is a corporatkon duly organized
under the lawsoTthe Sta{e of fndiana {here.n collectiUely called the "Companies"j, pursuaot�aand hy authority herein set farth, dnes hnreby name, cans�tule and appoint, Blake 5. _
l3o3ilig; [3rian T). C:arpentcr; i'rttig (}]m�icad; lirik 'f', ii�mkcl; d�cathcr R. Goedlel; Jessica 1[nff; [Celly Ni'enlc Tnghauser; LavricYl7u�;; Nlegsn 5�e71[; Michelle Halicr;
hiichelle War�cl; Nirnle I.anger
all aithe cily oE Bloo�nin�lan state of �7t�� each indivldual'y if Ihcre be more than ona nam.ed, its true and lawful a[tomeyin-faet �ornak�,
exeeute, seal, a�knowletlge antl dellver, far antl Qn its hehalf as su�ety and as its act and deed, any and all undart�lcings, bvntls, recognizanGes and o�her suraty obiigations, in pursuance
d these presents and shall he as 6inding upon the Companfes as if lhey hsve heen duly signed hy tne presldent and attestetl hy the seae[ary oi 1he Companies in iheir own proper
persnns.
IFI WITHESS WHBREOF, this Powara�lU6omey has b�en subsc�lbed by an aut�orfzed oTffcer orpffl�iai of thE Camparies and ihe �orpvrate sea6s of t�e Companies haue.6een afCxCd
thefeta 1h's 24th day of Muy , 2422 ,
Liherty Nlutual Insuranee Cnre•pany
�, Sxs[r,q titY iNs�, ,� +�SU,p,� The ahio Casualry Insurance Camparry
�SPc°"��°`�r'�y� ��Ac°�po�r'�p� �4Pr.o�voqar '�'� West Ameriean Insurence Compsny
a � �a tR � zt.f�7d�]`°o n � _ ff!7 `�o R� �y
� g�1912q � q 1.71a� 6 � �.7.7� 4 /f�/r' N�¢
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�avitl M. Garey, Rssislant Stsc�32ry ��
� StaEebfPENNSYLVAl11A
� Counly of hAONTGaM�RY �5 n �
� 6n ihis 24[h day af_ n4a�; 20�2 before me personally appeared Dav�d M. Carey, v�ho acknowladged himself to be �;e Assis[ant Secre�ary of Liherty hfutual Insuranee ��
ip Campany, The �hia Casualty Company, and West American Insurance Comp2ny, and tflat he, as SUCh, bs'ng aulhonxed So t0 dD, exeeute the foregoing irsirument iar me purposes ��
� fherein r:�nf� inc.Yf hv sio nino on hehflli of the cOrudrBdiUrr5 hV himSEiF ae S dulY auth�rized �fflCeL ��
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Th [s Po+xer of AEtorney lirnfks the act� of khase named hereln, antl th ey h ave na authority to
hlnd the Campany except ln ths m�nner and tn the extanthere9n statad.
Liberty Mutual Insurance Campany
Tha Ohio Casualty lnsurance Campany
West American InsuranGe C❑mpany
��`'PnpwSrE' c;cr.:�arwrallhclPnmisrl:�gnlg-tiplay5ea�
�y �a ���e,, {� 7Bresa Pr.s'e'la, Nnixry Nu911c
r- � x Y�' M�-�ryameryr.mn��y
�F i�i�y ix�11mi6sbn expim- Mxrnh 29, LCP5
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� JSry{U�f,�., Sr.� 1,�ir,ri7er, Pennsyl•�anla Aeax�e'lon of h5[�rie!
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$�� �i.C�6�J � �C--t.�
Teresa Pastella, `otary Puhlic
This Power of Attamey is made and executed p�rsuenf to and py authority of ihe follow ng By-lau�s and Authorizations ai The Ohio Casu�Viy Insurance Canparry, 1fb0Pty MUtual
Insurance Campany, and West American Insuran�e Company which resolu�io�s are naw in full farce and effect reading as follows'
ARTICLE 1V - dFFIG ERS� Secti an 12. Pawer af pttamey.
Any affCe� p� 4ther nffcial of the Gorpo-ralion author¢ed for tha! purpose in writi�g hy l'ne Cha'rrnan or t�e Pres�.dent, and su�ject fa su�h limilstlon as the Chairman or the
Presiden[ may prescribe, shaH apnoin[ such altorneys-ln-fa�t, as may be necessary ta a�l in behalf of the Corporation to mak�, execuie, seal, acknowlc�tlge and tleliver as surety
any and al1 und2�iakings, hands, recngnizances and ot�er surety v6liyafipns. Sueh at{o�neys-in-facf, su6ject lo the limilatior,s sei forth in their reSpeCtive powCrs at attprney, Shall
haue fu11 Fawer lo Cind lne Corparation by �heir signature and execution of any sueh instrumenis end tv attach Ihereto Ihe seal af the CarparaUon. When so executed, such
instruments shall 6e as hindlrlg as if signed by tiie President and aitested to by the $eeretary. Any prnn�e' ar aulhonky gra�ted to 2ny rapresenta�ve or attDmBj+-in-f�Ct urider ihe
pravlsions of th is article may 6e rewoked al any time hy tho 8aartl, lhe Chairman, th e PresideRk or Gy th e o`fi�er ar pff�ders granting such pqwer cr autharity.
ARTICLE 7{III - ExeCutlqn af Conira�ts: SecGon 5. 5urety Bonds and Underlakings_
Any oifieer �f t�e Gompany aukhor�xed far that purpose in writing loy the chairman ur the presidenl, an� suhje�t to such limifahons as the chairman cr Ihe presidant may prescrihe,
shal� appo�nt such atlomeys-in-fact, as may 6e neeessary to a�t In heha�f nf ihe Gomparry to rrrase, execute, seal, acknowledge and tleliver as suraty any and all undertakings,
bands, recognixances and a�her surety �bligatiQns, 5uch attomeys-irs-fa�t su6jeei w�he I�mlra�ons sot forth in their respeetlue povrers of attvrney, shall have iull power to hi�d �he
Campanp hy �heir signatufe and exeCutian oi sny such insVumenis and to attae� theref� �he sQal of �he Comparry.lNlien sa executed sueh ;nsUume�� shsll be as hintling as if
sigr,ed by ihe presidenk and attestetl hy the secretary,
Certificsla of Deeignatlon - 7he f'resident af tl1e Compa ny, ading pufsuanl to �1 e Bylaws a( the Cvmpany, authorixes Darid f�1. Carey, Assislant Secretary to appoi nt sueh a�tnm eys-in-
Sact as may be nees�ary In aotan behalf af Iha Company ta make, execute, seal, dGknarvledge and deiiveras surery any and all undertakings, 6onds, r�o�gnitances and other s;�rely
Qbligations.
AuthOrization - 6y unartlmOws eansent oi Y�e Company's Qoard nf D�rec;a�s, fh� Campa�y consents that fa�simile or me�ha�ir.a!ly reproduced signaiure of any assislant sec[ei2ry of tl10
COmp2ny, whefevef ap�earing upan a certif!ed ca�y of any paa�ar at altarney issued py t�e Co�parry i� oonnectian wiih surely har.ds, shall be valid and hinding upon Ihe Campany wiih
(he same force and eifeck as Ih.ouflh manualiy alfixed,
1, R6nee C. Llewellyrl, the undefsignBd, Assistanl 5aeretary, The Ohjo Casualty Insuranee Company, Li6erly h!utual Insuranoe Company, and Wesl American In5uranee Comparry do
h erEhy certiFy thal !he arigin�i pati�er ai atiorney of �uh�ch the foregaing '�s a FuIV, we and r.nrreet eapy of Ihe Pow�� pf Attomey execu[ed t�y said Cflrnpanies, is in full force and effec# and
fias naf heen revaked,
IN Te&TIMONY WHEREOF, I have heraunta set my hand and aifn�ed t�e seals of said Compan€esth's 2�th dey ad 5cpi��h�� , 2U22 .
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STA.I�CD�I�D GENERAL �(]l,I�ITI�I�IS
�F THE C(]NSTRU�T��N +C��'I'RA�T
CITY DF FORT WC)R'I�i
STANDAR�C[]h4TR[iGTIUN SPECIFICATION D[}C%�M�siV'I'S
Revision: $113J2Q21
ST.AI��ARD GENER�LL C�1�TDTT��NS �F T�
C�NST�U�TI�N ��I�TTRACT
T�L� vF �a��r�r�
Page
Arti�c�e � — Definitxons a�d Tern�in.olagy .. .. ........, ..... ... ... ....... ...... ,..... .. .. ........................... , .... , ............... .... ., ., . , , 1
l.�i Def�dTe�rms......,..................................... ..............,......,......,...,,....,............,,.,....,. . , .............1
1.02 T�rxnr�olragy .... .................................................,....,.....................,...................................,......,......6
,P�x�ticIe 2 -
2.01
2. a2
2.U3
2.04
2.45
2.Q5
2.fl7
Prelirrtinar�r Mat�ers .........................................................................................................................7
C�apies of Dac�unae�ts ............................................................................. ......................................�
Cozr�ncernent af Cou�tractTime; No�ice ta Proceed............ ..................................................� 7
�t��ityg t�►e Work ..........................................................................................................................8
Befcr�re Starting Constcuction ...................................................... . ............................................. 8
Pre�c��tx�ct�an �anf�rence .......................................................................................................... 8
Public: Meetir� .............................................................................................................................8
Tn�tial Accaptanc� of SGhe�bules ...................................................................................... ............. $
Art�cle 3— Ctx�atract DoGum�nts: Ynter�, Amerid�ng, Reuse ........................................... .................................8
3.41 Inte�t........, ... . . . .....................................................................................,.,................................8
. .. .. ..
3.�2 Reference5tandards ......................................................................................................................�
3.{�3 Reptaxtmg and Resa�vim� Dis�repancies .......................................................................................�
�.U4 Amenda�g and Suppl�zx►enting Contxactl)ocumerrts .................................................................1U
3.05 �euse afI3�cwner�s ................................................................................... ..............................1[]
3.OG Electranic Data ...................................................................�---................------...._._........................11
A.�rizcle 4— Availability of Lands; Subsu.rface an�d Physical Canditinns; Ha�ard,vus Ertviranzz�ent�l
Ca�n,ditians; Re�erencePomts................_..........,.. ............................................,....................,...,.......11
�4.0] A�ailabi�t.y vf Lands .................................................................................................................. I1
4,�2 Subsurface aild Playsical Conditiar�s ............ ............................................,.............................,...12
4.D3 Diffe-riu�g Subsutf�c� o�r Physical Gonditions .......................................................................... ..12
4.{14 ilncier�rQur�d hacilit�es ......................,.......................................,.................................................13
4.�5 Referen�e Pvaz�ts ..... ...................................................................................................................14
4. �6 Hazardou� �n�riranm�ntal Conditinn at Site ...._ , . ....... ......................... ........ .., ............. ,..., .,, . . .14
Art�el�e � — B�tads az�.d It�ssurance ........--•--• .......................................................................................................1G
5.01 Lzcez�sed Sur�ties aaadlnsurers ................................................................................................... l�6
5.�� Performance,Payment,andllrlainnt�nanceBan�s .......................................................................lb
5.03 Cer[ificates of Insuranc� ...-•---� ....................................................................................................16
5,�� Cantractor's Inswrance ................................................................................................................ ].8
5.05 �,.�ceptance afBonds andInsux'ance; Qp�ia� to Repla.ce .........................,........,...,..............,.....1.9
Article 6 — Gontractar's Re sponszb�ities . ....... . .................., ... ......................., ... ., ...... ..................... ...., ... ......., .19
6.41 Supe�-visiiar� and �upetinfend�nce ...............................................................................................1�
CITY OF F4RT W�RTI3
3TANDARDCDN51'IiU(:'fIOi� SFECff3CATI4H DdCY1MENT8
Re�isiore; 8�13116�i
5.42
�.�3
�.U�4
d.U�
6.Ob
G.U7
�.08
6.49
6,10
6.11
6.12
6. 7.3
�,1�
6,15
6,1fi
5,17
6.18
6,19
f .2�
6.21
6.22
6.23
G.�
Lal�ar; W�orlcing Hours ................................................................................................................2q
Servi�es, Ma�erials, and Equipment .................................................................
........................ .. 2�
ProjectScbedu�e ......... ............................ ........ .................................................. ........................... 21
�ubstitutes azxd"Or-Equa]s,' ........................�.......................,..,.................................................,.21
C�rn�erning Subcantractars, Suppliers, a�d D�aerS .............,.................,..,,...,............................24
'V�age Rafi�:s ..................... ................................ ........................................................ ..... •--,............ 2S
PatentFeesandR�yalties ...........................................................................................................2G
Pern�rts a�d T.Ttilities ............................................................ . ....................................................�7
LawsandRegulatians .................................................................................................................2?
Tax�s ...........................................................................................................................................2�
UseofS�te ana� OtherA�eas ........................................................................... . .. ......................28
RecordDacum�nts ................... ........ ........................................................................................... 29
Sa�ety and Protectian ... ..... ....... ........ ........ .... ....................................... ......... ........ ........ ......... .... .. 29
Safet�+ Representati�e . .. ............ ........ ........ ... . ............................. ................ ... .. .. .... ........ ............... 3�
HazaxdCoxa�zraianication Prng�ra�as .............................................................................................3�
Eznergeu�ies an�lvr R��ifi�atian ...............................................................................................34
Submittal� ......................,....,.,.......,,..................,............................................. , .. . . , ........,...3�
Coratiuuing�h� Wvrk ......................................,.......,,........................._.........................................32
�ontr�ctor's General �arrar►ty anc� Cnlarar�tee .... .. .......... ............. ...... ..... .. . ..................... ........ .. 32
T-ride�cation ., ................................................................................................................. . .33
D��gatian vf Professianal Design �ervices .........................,. ...................................................3�
Ri�ht to Audit ..............................................................................................................................3�
Nvndiscrux�arma�ian. .. , . .. .. ................. ...... ............. .................. ..... ,....... ...... .. .... .... ..---.,............ ........ 35
Atticl� 7— Q�er Woxk atthe �ite ...................................................................................................................35
7.9I Reiated �iTork at Siie ................................................................................................................... 35
7.42 �oor�inatian ................................................................................................................................36
ArqcleB--City's Respo�s�7a�ities,,,.....,........,.,.. ........................................,................,....,..................,...........3�
8.01 C�a�ua.icat�a�ns ta ContractQr .....................................................................•----.........................36
S.D2 Furnish D�ta.,......,............ ..................,........................................................................................36
8.03 �ayWher,7�ue .............................................,........,.............................,........,...........
................... 36
$.f� Lar�ds andEa�ez�nts; Reports and Tests...................... ...................,....,........................,......,....3�
8.05 Cl�ange �rd�ers ....................•--•---...............................,...........,...,...,,.............................................3d
8.05 Ins�ec�io�s, Tests, a�d Appro�vals ...... .............................................,......................................_._.3G
8.4'7 Luxa�itat�ans on City's Respons�b�ities ....................,........... ................................................,....., 3?
8.08 Undiscl�s�d Ha�ardous Environmental Cazzdition .................................................................... 37
8.(� Coaxapiiatice r]vith SaFetyPragram ...............................�,,.,......,.................,...............,...........,.....,3?
�C� �- el�''s Olasezvation Status Durmg Constrt,�ctiton ....................................................................... �... ��
9.D1 Cit�r'sProjectMana:ger ................,.,.......,..........................................................................._.....37
9,42 Visits ta Sire ................................................. ......................................................................... 37
9.d3 Authvri�ced'�Tariatio�ns m Wark ..............................................................................,...,,...........,..38
9.�4 Reject�rig Def�cinre Wark ..........................................................................................................38
9.�5 Detexnattlations fc�r WorX� �erfcmned ..........................................................................................3$
9.06 Decisians an Requirerrients o£ Coz�.tra�tDa�um�nts and Acceptab�ty of Wark .....................3$
CITY OF FpiLT WORTH
S7'AA1X]tll�i]CUiV5�R[ICTIQM SPECIF[CATIQH DpCidN1EIVT5
Revisism; SR�1
Article 1� - Changes m the �lork; ClairYis; Ex� �'Vork .... .. ........................................................................ 38
10.01 Autharized Changes m t�e Work ...............................................................................................38
10. �2 i3r�a.ut�arized Changes in the Wark ............................ .... ............................. .. . ............. ....... ....... 39
]0.�3 Exe�uti�araofCka�g�Ot�de�s .......................................................................................................39
1D.� Extra Vi�or1� .................................................................................................................................. 39
1�.�5 Nvtif"�catian to St�rety ..................................................................................................................33
X0.06 C�r►tract Clayrrt� Proc.ess .............................................................................................................4�
Article 11 ,�ostaf the'L�iark; Allowances; CTnit Pri�eV►�ork; Plans �uantxty Measureruent ......................�1
11.41 Costo�the'L�Va�k .........................•--�-�-•...................................................,..................,.,............._.�41
ll.4a Allawances ...................................... ..........................................................................................43
11. D3 Z ]'nit PriGe Worl� . . . .. ........ ........ ................... .. ...... ................... ................ ................... .. ..................44
11.44- Flans Qu�nt�,y Measurement ......................................................................................................45
Articl�: 12 - Chat�� vf CorrtractPx-i.ce; Chax�ge af C�ntrac� Titne ................................................................. 4b
12.Di Cham�geaf�c�ntra.ctPrice ............................................................................................................45
12.U2 Change o#'Coot��ractTirne ............................................................................................................�7
12.03 Delays ...................... . _._.. ..... .......... .. , . .........................................--�-�--..._........................47
Article 13 -- Tests andL�p�ct.�or�s; �orrectian, Remn�al or Aceeptance ofDefecti�re �1'ark,..................,..48
13.01 Natice ��Defects ........................................................................................................................48
13.�� Access ta'S�ark ...........................................................................................................................�48
13.03 Tests and Inspections ..................................................................................................................�$
1�.Q4 Unco�ex�n.g VV�rI�......... ................,....,.....................,.............................,.......,.........,...................�49
13.05 City May Stop th� �41oxk ................................... ........ .........................................................�---.49
13.06 Cox�rec�i ar RemavaI af T�efective �+�Vnrk ............ ........ ........ ... ................ ................... ........ .... .. S�
13.07 Carrectinn Period........................................ ................................................................................ 5�
13.�$ Acceptance o�Defe�ta�e �Var�k ....... .. . . . ................................................................................51
13.09 City 1VIay CorrectDefective'V�7ork .............................................................................................51
Aart�e le 14 - P ayments f,o ��ntractor and Ca�zYaletio� . . . .. . . . ..... .. .. , ..... ........... ..... . -. - -. -- . -. - .. -- ........... ...... ..... ... .. .. 52
IA�.�1 Schedule of Values ......................................................................................................................5�
14.D2 Pragress Payxr�ents ...................................................................................................................... S�
�4.D3 Conixactor's'S�Iarra�tyafTi�le ...................................................................................................54
1�4.(?4 Partia.lZJtillrzatiivn. ,......,..... ..........................................,.......,.,..,.,,,.,..................,..........................55
14.�5 Fival In�peGti�n.................... .....................,........................................................,..,.,...................SS
14.� Fi�a1 Acce}at�nce ......................................................................................................................... 55
14.U7 Final Payment ................................................................. . .........................................................56
14.08 Fina1 �o�leti.an Delayed a�.dPartialR�tainage Release ........................................................56
1�.09 Waiver a�'��ims ............................_................................,.....................................,...,....,........... 57
Article 15 - Suspensinn � Wvrl� a�d Tetmmation ........................................................................................57
15.41 Ciiy lv� y S�spend V�ark .. ................................ ................... ...... .... . .......................... ...... ... .......... 57
�5.a2 City May Terminate for Cause ...................................................................................................58
1S.Q3 �ity MayTermu�ate Far Conv�enze�xce ...........................,............. , ..... . .................................GQ
Article16 - Di��aute Resolution ..............................................................................................•...,....,..............61
16.01 M�thnds andProee�ures................................ ......................,..........,..................................,...,..._�1
C:ITY �P F�RT WQIt'fH
STAnIDAIdDCONSTR[ICTION SPECiPYGA7I�N D�CTJ�I+�NTS
R.cvisian: &�'Yd�l
�Ie 17 — Miscellaneous ............................................................._................,.......,..,.....,,...,..........,..............62
17.41 Qivulg Notice .............................................................................................................................. $2
17.�2 C�zx�pt�tat�ar� ofTimes ..........................,....,......,,.,, ..................................................,..................�2
17.03 Cumulative Reme�ies ,..........................,......................... ..................... ... .......,......,.,.................6�
1'�. �4 Surtvival af C� Y�ligat�ns .. ..... ........... ........ ..... ........... ... ... ....... ......... ........ ........ .... . ..... .. ............ .. ..... 63
I7.05 Hea�in��, ..._..._. ,.,...,...,....,....,.......,.., .........................................................................................�3
CI'['Y DF � �RT VV4RTH
STAl�IDARDCDi�STRUCTiDh! SPEC�ICATION I70C1(�M�NTS
Rewisioa: 8113C2i12]
oo�oo-i
GENERAL CONU 1714iV S
P�e 1 af S3
A.RTICLE 1— DEFINITIONS A�iD TERNIIN�LUGY
1.OI Defined Terxr�
A. Whe�re�+exused�n thes� Ge�.erai Catidiiions o� in otb.e� Contract Docu►nenfs, the taxzns listed �e1a�
ha�e the meaning5 �dic�ted which are applical�Ie to bpth th� �i�gular and plural thereof, and
wards denofing gend�r shall ux�lude the masculine, ferninine �nd neuier, Sai� tern�s are generally
ca�sitali�ed �x written in italics, bt� nat always. VL�hen t�s�d ir� a c��ntext c�nsistent urrth k}�e
�efinition af a listed de-��u�ed term, th� term shall ha�e a meaning as defined beiow wh�ether
capitali�d nr italic;i�ed or othexw�se. In addition �o te� speci�ical�y de�d, tern�s with mitial
caprtal letters in the Contract DflcYunen�s inclu� referexaces ta identif"1ed axtacles and paragraphs,
and the titl�s of otber documen.ts ar forms.
Add�nda—'L�iTritten or graphi� instruments issued priar to the o�aening of Bi�s which clarify,
conrect, cxr change tihe Bidding Requi�uremez��s a� the propnsed Can�raet Dncurnerrts.
2. Agreement The w�ri�tten instruinent which is evid�nce of the agreement between City and
Contzactflr coveriaag �.b.e VVark.
3. �.pp�icatdon far�Paymeaat—The farm accepta.hle ta City which is t� be used l�y Catttractor
duri�r►� the caurse of the Work in requ�sti�g progres� ar final payzu�ents �nd which is #o be
accampan�iec� l�y such supp�rting dacumentation as is r�quired by the Contraet D�cuxnenis.
4. �4shestos—Any rn,ai�rial t,�at ca�ntains m.00re t�xan �r�e percent asbestas and is friable ar is
re�e�sing asbestas f�ie� inta th� air ahove Gurrent aetian levels established by the United States
Dcaupati�nal Safety �nd Health Administxati�xa..
5. Award -- Authori�atian by the ��it� Counc�l far t�te Ci�ty to enter into an Agreemen�.
5. Bicl�--The o�fer o�r praposal of a Hidder submitted an the prescxxb�ed fo�rn settin.g farth the
pri�es far the �Tirork tc� be pezformed.
7. Bidder The individual az' enti�y �vho subm�its a Bid d�r�ctly �o CiLy.
$. Baddfrcg Doc�rrrerats The Bi.d�da�xg Requirements arzd the propose� Cantract Dv�umen�s
�includang all Addenda}.
9. �iddi�g Reqa�irernents The ad�rertissert�nt or Invita�ion to Bid, Instructic3ns to Sidc[e�s, Hid
security of aeceptabl� fQz'm., if any, and the Bid Forrn with any supplements.
IQ. Busir�ess�Jay—A }�usiness day i� defined as a day tk�at the City con�ucts �aarmal i�usiness,
generall�r 1Vlanday �'Qugh Friday, except far ��era� az� s�te holidays afaserrr�d by the City.
11. CalBnda�Day—Adayconsi�ting af24hours me�suredfroxz�a�aiduight bo the next ,' ni ht.
err� oF Fa�T waR�rx
sT�:rm,a�ocars�eUcrrox BFECIFICA7'lOiV na�tm�v�rs
R��s��: �raa2�
UO7�00-[
GEhFERALCON�ITION S
Page 2 qf 63
12. �`hang� Or�der—A document, which is pxepared and appra�ved by the City, which is si�ned
by �oz�txactor and City and authori�es an. adclition, deletion, ox revision in the '�'ark or an
adjustment in the Contract Price ax t�,e Cantra�t "�'ime, i�sued an or after the Effective Date
af the Agreemen�.
13. City� The City of Fort Warth, Te�as, a�o��e-rule mtznicipa� corporatian, auth�rized and
chartered under the Texas State �tatutes, act�ng by its gaverning l�ady thx-augh ita City
Maaaag�r, his de�ignee, or agents authvxirzed under hi� behalf, each of which i� required by
Charter io parfarm specif'� duties wztla respons�ilit�� for fu�� eaaf�rcex�a�t�t af the cQntra�1�
i�ahring th� City oF Fort �lVorth is }ry Claa�rter vested in the City Maxaager and is the entity
�cvith wh�m Cantractor has �ni:�red into �he Agreerr�nt and for wham the Work is ta be
performed.
I�. City .�ttorney — T�e c��cially appairited City At�orney of the Czty of Fort Worth, Texas, ar
his duly autharized represe�tative.
15. Caty Coaeracil -- The duly el�:cted ar� qualified go�rer�ing b�dy af t}ae Ci�4y of Fort Worth,
Texa�.
1�. Crty Ma�ncage� —'I'he officiaIIy appairated and authori2ed City Managet af the Ciiy af ��ort
Worth, Texss, ar his duIy su�arized representative.
17. Can�ract Cdaarra—A. dezx�ar�d a� asserti�n �xy Cit�r or Cantractar seeki�g an adju�tment of
C�zxtra�t Price or Contract Tm�:, or both, or otlaer ralief with res�eet to #he tErros af the
Contract. A demand for man�y our servi�ees }�y a tihird party is x�ot a Coz�Gract �Iair�a.
1$. �ontrr�ct—The entire and integraied �vrifxen docurnent laetween the �iry and Contractar
concerning the �ork. The Caxatxact cantainis t�e Agreement az�d all Conlxact D�cuments and
supersedes prio� r�egotiatiot�, representations, ar agreements, wlaet�aer wriitten or araI,
l9. �'o�atractDacurnents Th�se iterns so desigr�ted in tl� Agreemer�. A11 item� iisted iti the
Agreennent are Contract Docuinents. Approved Subm�ttals, other C�zztra�tor subn�ittals, a�xd
the re�a�ts a�ad drawings orf suhsurface and physzcal canditions are n,ot �oniract Docum�nts.
2U. ConircactPrtce T�e moneys payable by City to �antractnr far �ampl�tion af the Work iu
accordance with the Con�ract Dvcuments as stated in the Agre�ment (�ubject to the pa�o�isions
af Paragraph 11,�13 rn the case flfUn� Pr�ce Wark],
21. Gontract Tirr�—The numb�r �f days or the dates stated iri the Agreement �: (i} achieve
Mi]estones, ifany a�d (ii) coxnplete the'L�L�oxk so tliat it � rea.dy �`ozFinal Acc�ptan�e.
�. Contracto�—The individual or entif.y with wh�m City has entered inta the Agreemen.t.
�3. Cast of'the Work—SeeParagraph 11.OI of these Genera.l �andit�ns far �efinitnon.
CITY QF FQRT WORTFi
51'AN�DAI�DOOIVSTRUCTION 5PEGIBICATION DOGLI1t+fENT�
Itevisioss: �1
907�DD-1
GEN�f2AL C,dN�ITIflN S
Page 3 pf 83
24. Dcamage Claarn�r --- A, demand for rn�ne� ox sez�iees arising froxrx the Project ar �it� firarn a
third party, City ar Contractor ex�lusive o-f a Contract Claim.
�5.17ay ar day-- A day, unless otherwise defined, shall mean � Gal�ndar ]]ay.
�6. Director of �[Vf�tia�r -- T`�ae ���IIy appointed Dffector Q� the A�iati�n Depar�menti n�' �h.e
City of �art'�L�orth, Texas, or his duly appo�ted representative, a�sistan#, o�r ageni�.
27. �i�eetor af Parks arad C�mm�naty 5'ervaces — Tl�e ofFicially appainted Director o� the �ark�
and Ca�mmuni� Serv�ces De�arixnent of the Gity o� Fo�t Worth, Texas, ar his duly appa�ted
representative, assi��a.�t, ar agents.
28. Di��ctar of Plannir�g un� Deu�lap�rteni — The o�cially a�poi�ated Directar af the Pl�ning
and Devel�pment Departmerat �� the C�ty of Fo�t W�rth, Texas, ar. hi� duly appainte d
repr�sentati�e, ass�tant, or agen�ts.
2g. �2N8CfOF' of �`ranspar��ation P�ablic Works -- Tlae officially a��oTnted Dir�ctor of the
Transparta.tion Publi� i�L�or� De�rtm�nt v#' the City o£ �oxt �orkh, Te�as, or �is du,ly
appoint�d representative, assistaxit, or agents.
3Q. Directar� a.f'WaterDepa�tmera� — T�r,� off'�ciaily appainted ]�irectar o� fh.e '0►later Depa�rtr�n.ent
of the City of Fort Worth, Texas, ar hi� duly appainted represex�tati�+e, assistant, ar agents.
31. Drawi�gs�Tha.t par� af the Contract T�acwnents prepared or apprm�v�d by Engineer which
grap�kically shows the scflpe, �actent, �nd character af tb.e i�'rnk to be perf�iYned by Contractar.
Submi.tta�s are nvt Dra�ings as so defined,
32. E,,f', f'setiveDaie of the �9.gr�eemerat—The dat� indicated in t1�e Agreemezat an whi�ch it l�econaes
effectir�e, hut i�'no such date is itidicated, i# �aeans the date an wh.ich tlae A.gree�aent i� s�ed
and deliver�d }ay th� last of the two parties to sig�a a7ad deli��r.
33. Engirzeep The li�ensed prafessional engmeer nr engineering fi�`�m registered in the State a�
Texas perfarming professianal ser�ices fv�r the Cify.
34. Fac�r-� Work —.�dditirnlal waurk xnade x�ecessa.ry by changes ar alteratio�s af the �antract
Documents ar a� qua.nti�ies or for other reasons far which t�o prices are provi3ed �iz� tlae Cantra�t
Documents. Extxa wo�Ic sb�all be paxt of the Work.
35. Fae1d nr�der—A writte�. o�der issued hy City which requir�s changes in �he Wflrk bYrt w�h
daes nat involve a c$ange in the Cc�z�tract Price, CanixauGt Time, ar the mterax af tfse Engineer.
Field ardexs �re p�id frana kie�i arder All�owances incarporated i�ta the Cantract b�+ funcled
�v�rk type at tha fime af �.ward.
36. Far�ca114cc�ptance — The t�uriiten notice giv�en hy the �iEy to the C�ntractar tl�at t�ie '�ivrk
spe�ified m the Co�r�c� Aocuments ha$ been cainpleted to the satisfactian of t�►e City.
CIT'Y {]F FORT WDRTH
STANBAR'Ii00NSTRL[CT16N SPECIFICATI�N ]lC)Ci3NiFNTS
R�vision� 8�C121
oa•�2oo-�
GEAIEF�AL CONQ1710M 5
Page 4 of 63
37. �"inad �r�spec€�ar� � Tnspeci�on carried aut by the Crty ta verify ihat the
c�mpleied the V�ork, and each and e�ery parr ar appurten�n�e th�xeaf, fully,
�onfarmance with fhe �oz�.traci DoGunzents.
38. GeneraiRequiremer�ts--5ect�ms afDivisiox� 1 o£the CatitractDncumen#s.
Cantractar ha�s
entirely, and ir�
3g. Haz�r�lrnas E�avi�ararraeni�l Con�lit�o�—The presence at �e Snbe of Aslaeatas, I'CBs,
P�tr�leu�n, Ha�daus Waste, Radiaactive Material, or other rnaterials in such quantities ar
��'curx�ta�ces that rnay presenti a s�tantial danger ta pexsans ar pro�erty ex�sed tkae�reeia.
4�. Ha.�ar�dar�as �ca�t�--Hazardaus waste a� ciefm�d as any salid �waste Iisted a� h�z�rdaug wr
possesses o�e Qr mare hazardnus charact�risti�s as de�'ined iu the �E�dexal waste regalatiQns,
as amended firocna tim� io time.
4�. Laws ar�d R�g�clatia�a.�—An�Z and a�I a�plieable laws, rtiles, regulations, ordanances, codes,
and orders a� az�� a�nd all government�I bQdies, agencies, aut�iorities, and caurts �ving
jurisd�tiaz�.
4�. .T�ens�l�arges, security �terests, or encumbrances upon Pr�ject funds, real prop�rty, or
persor�al praperty.
43. �ajorltem— An Ttem af v�vark �nchided in the Gontra�tDacum�nts that has atotal �ost equal
to or g�reater ihan 5°�0 of fhe ori�imal C�n.tract Pri�e ar $25,�DU whiche�er i� less.
44. Mides�ane A principal evenf specified m the Ccmtract Dact�ents rel,a.ting to a.n it�fermed�ate
Cantraat Ti�e priar ta Fival AGceptance af the 'L�Var�C.
45. ll�otfce of Awc�rd The written n,otice by Ciiy to the Successiul Bidd�r sta�ing tk�at upon
ti�me�y cornplianee t�y the Suc�ess�ul �id�x with the �onditinns precadent listed th�rein, City
will sign and deliv�r the Agreement
4b. �atice l� Procee�l A wzif.tenn�t�ce giuen tay �ity tA Contractar fi�it�� the date �n which the
�ant�act Time v,ri11 coxnrnence ta nan and on wl�ich �vntractor shaIl start to p�r�arm the �V`ark
�pecif'ied in C�ntract Dacurr�ents.
47. PCB.r Palychlvr.inated biphenyLs.
48. �etrole�crn Petroleum, inc�ng crude oil ar a�ay fractian thereof which is li�uid at standard
can�Iitions of bexnperature and press�re (�� degrees Fahrenhe� and 14.� paunc% per square
inch absolute), such as ai� petraleum, fue� a�, o� sludge, oiI refuse, gasolin�, kerosene, and
ail m�ed with othex �.on-Hazardous Waste and crude oils.
49. Plans — S�e defi�itian af Drawin�s,
CT'['Y O�E' �QRT WQRTfi
STANDAItD OC1hS'f RllC'f [ON SA6�IFI�AT[[7 � f7UL Ci14GI�T5
Revision; �1
oa��ov-�
G�N�RAL CbIVD1TlON S
Page S vf 63
5�. Praject Sehedtale A 6Gf�ed�xle, prepar�d a�a�d maintained hy Contraitor, in accortiance with
the General Requirements, des�cribing the sequence and dztra�ian a� the activities cornprising
the �ontractar'� pl�n ta accamp�lish the Vliar� with�ia� the Cantract Time.
51. Froject The 1Work to he perfornled under the Cont�ract Dacutxxex�ts.
S�, Project�anager—Tk�e autha�ized representative af the City w�.a w�l. be assigned ta th�
Site.
53. �ubli� �eetrr�g - An armoun�ed �xi.e�ting conducted by the Gity to faci.lii�ate �uh�ie
parEicipati�on and ta assist th� pul�li� in gaining an infarmed viev�r a�the Prnj�ct.
54. Rcxdioactive 1U1Qierir��-�5�ur�e, sgecia] miclear, or bypraduct materz�l as defined �y th�
Atomi�c E�ergy Act of 195� (�2 USC Section �.f711 et seq.} as arnended frana tir�e fn �ime.
55. Regr�lar� Wo�king �ours - Haurs h�g-inn�z� at 7:04 a.m. and endixxg at 6:�[1 p.�n., Monday
t�u1x Frici�y ��x�hadirig legal holidays).
S6. �a�les—Physi�al examples af materia�, eq�ment, or wor�anar�sl�ip tk�a# ar�
�representa�i�e af some portia�n of th� W�rk and wbich estahli�la the sta�dards hy which such
portion of tke W�rk will be �udged.
�7. Schedu2e of 5u�mitta�r A schedule, prepa7red and xnaintia.in�d l�y �o�t�actor, of required
su�amitta�� andthe ia�m� �equiremeni� t� support scheduled perfo4rmance 4f related constructi�n
actirvities.
�8. Sch�dude af T�al�ae�--A s�hedule, prepared azxd maintained by �n.�ractor, a3�cating pa�ions
of the �antraet Pric� ta varinus p�tians of t�ae Work and u��ed as the bas� far reviewi�ag
�ax�tractor's Appl�catians for Payment.
59. S'ite—Land�s or �.reas indicated iun the Cont�act Document� as laeing fiar�he�i b�y Gity upon
�+h�ch the �T►�ork is to be performed, includmg rigktis-of �ay, �ermrts, and easenne��� �ar access
#l�eretso, and such other Iands fiu��hed hy Cii�r which are designated far the use of �antract�r.
d0. 5pecifrcatiorrs—That part af the Ca�aixa�t Do�umeni� cansisting �af wriEt�n requirernents for
materials, equipinent, systems, siancl�rds and wax�manship as app�ed to thc ��rk, and certain
admfnisf.r�ti�e re�u.iremet�ts and procedural matt�rs applicable thereto. Specif�ca#ions may lae
specifically rnade a part af the CQnixact Docurn�nts by atta�hment ar, if noi a�tache�l, ma� he
incarpa�rated by reference as indicated rn th� Table af Contents (Divisian UO �0 q0} afeacl�
Pr�ject. �
61. Su�cQniracfar An in,di�vidual ar entity hav�g a direct contra.ct with �ontra�tor or v�ith aray
nther Subccmtractor far the per�am�anc� of' a�t of the Vdork at the S�te.
C1T'Y OF FORT WORTH
ST.AN�ART] C�PSTRif C T[0 N SWECIF IC A Ti0 H IJOCUhdENTS
Revisien: 8CL3I1(]el
oo7xoa-�
�E�vEw�� r,o�oiTio� s
Page 6 vf d3
6�. Su�rnittais—All drawings, diagrams, iWastra.tiQns, sck��du�es, and other ci�.ta ar infomk�tion
which are sp�ci -C�cal�y prepared ar ass�xnbled by a� far Contractrnr ax�d subinit�ed by �ar��ractor
to illustrate some portian of the Warl�.
63. Sa�bstantial Corra�detaar� -- Th� s�age in the �z-agress af t�ie Project whe�t the �71�ork is
su.�fici�ntly camplete in accardance wit�a th� �o�tract Docvm�nts for �inal Inspecti�a.
6�. 5�ccess,�1 �8id�er�—The Bidder suhm�ittir�g th� lowest and rnflst responsive Bid to whom City
mal�s an Award.
65. Sr�per�rxate�ade�t— The repz�esentati�e of the �;ant�actor who is a�vailable at a,ll t�naes aatad ah�e
ta recei►�e ir�st�uctiaa�s fram the C�[ty axa.d to ��t far t1�e Contractar.
66. S�pplemerat�r�y Conditiora,s--Thai part af the Cantract Dacurnents RrhiCh axxa.ends or
supp�naerrts these General Canditao�as.
b7. Sa�pplie� A tnanufactur�r, fabri�ator, su�pli�r, distr�buCor, mater�lman, or t�en�irnr h��vin� a
dinect ca�r�tract with Co�a4rac#ar o� vvith an�r Suhcant�actar ta fi�rnis�i rnat�rials ar equi�rnent
'%d �7� 111CDzpOr"d�t� It] �}1� W�'� �]� COi�C�CtAli UY SLl�CU111;['�Gtf)T.
6$. U�dergra�nd Facilihes A1� und�rgraund �i�elines, condurts, ducts, �ables, wires,
rnar�l�ales, �raults, ta.nks, ttu�n�els, rn- �fher such fac�ies or attachment�, and any encaserr�erfs
caxttainirig such facilities, ix�chu�ix�� �nrt nol lunit�d to, tk�ose that oo�zvey electriciiy, gases,
steam, liquid petrc�leum praducts, tel�ph�ne �r other cann�unications, cable televisivn,
water, wastewater, storm wate�, �t�er lic�u�ids ar chemicals, ar i�affic ox other �on#xoI systerns.
69 Ur�itPrice I�ork�ee Paragrapk� � I.�3 0£ the�e General �Cara..di�vans f4r de�ian.
'�4. �eskend �orkartg�a�s--H�urs 1�eginnsng at 9:OD a.m and �nding at 5�14 p.m., Sat�a.rday,
Sunday Qr le�al haliday, a� a������a �. �a���� �y t� c�y.
7'1. �Yor�k—The �r�tire canstruc�i�on ar the variaus sep�rat�ly ideritifiabl� parts thereof �-equired to
l�� prov'id�d undex the Contract i]oc�um�nts. 'VLrork inchuies and is the result �f perfal7nitig ar
pravid'mg all ]abor, servi�es, and docurnentation necess�xy ta produce such con�tructi��
inc�uding ar�� �hange Oxdex a�r Field Qrd�r, and furz�ishing, in�fal�ing, and in�arpoxating aXl
materials and equiprnent inta such construction, a]i as requdred hy the Contract Da�urn�nts.
?�. Workarag Day — A warking day i� defined as a day, not including Saiurdays, Surrdays, dr legal
h�I�da�rs auf�orized by tk� City far �o�ntract puxposes, i� w�h vcreather or other c�ndai�ans
ndt under the ca�trol a� the Contractar will pe�x�fi the perforn�nce of the prin�ipal unzt �f
work undervUay fnr a contirnuo�� perxod of na� l�ss than 7 haur� hetwean 7 a.m. and 6 p.m.
�.�2 �'ermanology
A. The ward.� and terms drscussed in Paragraph 1.0�.$ #1�rough E a�e nat defined hut, r�hen used in
the B�,dding Req�irements or ComtractDac�.unents, hava the indi�ated meaning.
H. ��.���t�.f Cert�atn �'e�m.s ar�Idje�tives;
CITY pF FQRT 17aORTH
STANI]ARDCdAiSTRU�TIQN 3PRClFiCATIaN T]dCT_Tiv�iVT^�
l�evisiom; 8�J
OU7244-I
GENERAL CdN01TI0N S
Psge 7 nf G3
1. The C�ntract Dacuments irfclude the terms "as allowed,,, "as a�proved," "as �dered,'° "a�
d�ected" or t�rcx�s af like effect or impor� ta authorize an ex�rcise of ju�dgxneut by Ciry. Z�.
additian, #he adj�ctives "reas�nable,,, `�u�tab�,,, "acceptable," `�c�r," 66sai�isfactory," or
adjectivea of �ke ef�'ect ar �pa�rt are used tc� descnbe an acti�n or det.ern�inati� o£ City as t.�
the �Varl�. It i� int�:nded that such exercise o�' pxofe�sional �.tdgment, actior�, or deterrnmation
wi.11 he solely to e�ahxate, in genera�, the �iTork for ca�rxpliance with the in£ot�a.tian in tlle
Contract D�cuments and with ihe design canc�pt of the Project as a functaonmg who� as
�hown ar indicaie� in the Co�ntract Doctiu�aents (unless tl�ere i.s a s�cific statement indi�atirig
aCherwise�.
C. Defective:
1. The waxd "defectit�e," when modifying the word "�L�arl�,°' ref�rs to �iiarle that is
�nsati�factory, faulty, ar defzcient in that it�
a. do�s nat confaz-�a ta the Con�act Dncuin�nts; or
h, do�s n�t meef the r�qu�rezx�nf� of any app�icable mspectiop, reference standard, test, ar
appro�al referred ta in the C�ntract Docurne�ts; or
c. has been da�aged prior to City's wri�Lten a�ceptat�ce.
D. F�rnish, �n�tal� PerfQrrn, Pravide:
The word "Furcvsh" or the w�rd "Install" or the w�d "Perfarm" or ihe ward "Pro�ide" or
the ward "SupplY," � any cambination ar sirnilax directave ar usage thereaf, shaU rn�arr
furnishing azzd 'mcorporatu�g in the 'i�Vark including all neeessary ]acbor, rnateriais, e�ex�.t,
�ncl eyery#�n,g necessary ta perform the �TVork indica#ed, un�ess specifically limijted in the
context u�ed.
accardance with such recogni�ed meanir�g.
E. Unles� stated othervvise in the Cantrarct Dac�unents, words ar phrases tha.t have a we�lcn�wza
techni�al nr ca�siructi�n inxd�ustry or k�ade meaning ar� used ir� the Cantra�t Dvcuments in
ARTICI..,E � — PRELIMIi�ARY MAT'I�R,S
2.41
�
Capies of �ocuments
City s�a.I� furnish ta ContractQr ane (1� orig7nal executed copy ar�d ane (1) el�ctrnnic capy vf the
Cantra�t T]ocuments, and faur (4j additiana.I copies �f the Draw�n.gs. Additianal c�pies ►,vill be
furnished upan request at the cast vf reproducti.an.
Comrnencem�nt of Corttr'acf �me; Natice ia �'race�d
The Cantract Time �ill �n�nm��ce ta run o� the day indicat�d in th� Nat�e ��'raceed. A 1wIatice to
Prflceed may be given na earl,i�r t�a.n 14 c�ays �r the ��'eciave Dat.� of the Agreement, unless a�reed
ta by both pa.r�ies in writing.
c�r�n� roxswnA�
STANLJ1IRDC�A15TRl1C�'14I� SFBCIF]GATiON DOCiTME1�'7'S
Rev i s ion: 8+�L3IJ.IS�1
QO 72 4� - I
GE�IERAL GpN I] 1710 N S
Page S aF G3
2.03 Sfar�i�tg fh� I�ork
Cont�a�tor slaall s�art to perform the Work nn the data when tt�e Cantract Time comrnex�ces ta run.
Nn �+Vork shall be done at the Site p�io� t� �e ditte an which the Cantract Time comrnences to z-un.
2.f]4 Be, for� SY�rting Cot�st�asctior�
Baseline S'cl�e�f�rl�s: Submii�t in accardance vvith the Contract Dacurnents, azad pr�ior �o starfing the
V�or1�.
2.Q5 Pr�ecanstru�tivra Gon,fererace
Before any Work at the �ite is started., the Contractar shall att�nd a Precans�sucti�n Con£exen.ce as
specified in tia�e �ax�t,ra.ct Documerrts.
2.� �blicMeeting
Caz�ixactor may not mobiliz� any equ�rnent, materia� ar rescnirees to the Site px�r ta Conf�a�ta�
�tte�.dix�g th� Public �feeting as schedu�ed by tl�e G�y,
2.0? ,I�tilialAcee�a.tarace af Sehera�2es
No p�agxess pay�a.aent shall be made to Contractor �til acceptahle s�hednles are submitted ta City in
accardan.�� w�ith �he Schedule Sge�ification as �arovided in the Can�ract Docuu�euts,
ARTrCLE 3—�ONTRACT D�CUMENTS: �.ItiITENfT, A11�IENDTNG, REU�E
3.Q1 Intent
A. The Conbra�t r]�cut�e�ts are ca�n}.a�er�axy; what i� required by �ne is as binding as if required
}xy aR
B. It rs th�e intent of the Contraet Dacuixients to ciescribe a functionally cornplete prc�ject �or part
tlaez�o£j to be Gan�tru�ted in �ccflrdazxce t�vith the Contract I�ocuments. Any labor, dacumentatian,
s�rvices, material�, ar equipmezat tJaat reasanably may b� i�fez-red fram the Coniract Docurr�nts
or frorn pr�v�diling custom or tracie usage as heing r�quired w produce the indi�ated result �vill be
pr�ed whether or not speci�ica.]�y cal�ed �or, at n� additian,�l cast ta City.
C. Clarif'�ca� and inter�xretatioz�►s af the Contract I�oeurn�nts sha� he issued b3� �.
D. The SpeeiE"�ati�ns may vazy in fanm, f�rrnat and st��e. S�IT1� ��]�C]f1CA�1027 5�Cf10115 iTl�� �� WIitt�Il
m vary�ing degrees ai sireazxil�u.aed or d�clarative sty� a�d s�me secti.ons rn�y b� relaf.ively
narrative by camparisan. Qnnis��ar� o� such wards arid phrases as "the Con�ra�tar sha11,,, "in
cvnfonrx�ity with," "as shar�vr�," or "as s��oified" axe -intentional in sfreamlinad sectians.
Omitted v��ords and phrase� �aJ1 be suppli�d by inf'erexxce. Si�n�7ar types �fpravisivx� rnay appear
in various parts of a sec�ion or a�rticles withm a part d,�pendir�g rnn the far�nat of the
CITY dF F�RT WORTH
STANI]ARD0�35TRi�CTIOhi SPBCIFICATION DC]CT3M�iV'c$
Revision; $�Z�l
Q07260-1
GENERALCOIdDITION S
Page � a f S3
sectian, The Cantractor shall not ta� ac�antage of any ��atian of frn�m, format or style ie�
making Contract C;lairns.
E. The cross �eferencim� of specification sections u�der the subparagraph he�din� `�telated
Se�tions inc�utle but are not n��essaxily li�nited to." anc� �lser�rh�re with� eac}� Spe�if'��tion
sectiora is pro�ided a� an aid and crnzv�ni�n�e to the Cantractor. Th� �ontractor shall not rely on
the czoss referencing provided anti shall ba respons�ale to conrdffiate th� enti�� Wark under the
Cantract D�cuments ar�d pra�ide a c�rnp�ete Projee� whe�kter or nat the cross refarencing is
prov�d�d in eacb �ect� ar wheiher or n�t tlae crass refer�ncing is compiet�.
3. �2 Re�'er�ence ,S'ta.rarlar�s
A. Standards, Spec'dfca�ions, C:od�s, Laws, and Regu�la�ionds
Reference tia staudard�, speci�'iucat�ions, manuals, or codes af any teehni�al sacaety, organization,
or �ssac�tion, or to Laws o�Regulationsa whettzer such reference b� sp�Gific vr hy i�plicati�n,
sl�all mean fhe standard, specif'rscativ�n, manual, code, o� La.ws or Regulat�nns in effect at th�
time of o�ex�ng of Bids (ar on t.�e �:f£ecti�e Date �f the Agreement if there were no Sids),
except as may be oth�rw�e specifically stated in the Con.tract Docum�nts.
2. No provisian af any such standar�, specifr�ation, m�ual, or �ode, c�r ar�y instructi� o£ a
Sup�lier, sball he effective to chang� the duties ar respong�iliti.es af City, Ca�tractor, or any
of tlaeir subc�ntractflrs, c�nsultants, a�ertt�, ar ernployees, from thas� sei farth in the Cantract
Documeut,s. Na such p��v�ion ar ir�lna.ction shal� be effective to a�sign #o Ciky, or any of it�s
off�ccrs, directars, mem�bers, pa�aa.ers, employees, a�ent�, consulCants, ar su�acantractars, any
duty or author�ty to super�ise or d�reat the pez�£ormance af fhe Work o� �ny duty nr �uthc�ri�y
to w�dertake respans�ility m�onsistent with th� provisi�s of th� Can�.'aet Documents.
3.03 i�epor�ting and Resodvi�agDiscx�epancaes
A. Re�ortirag D�scr�epaertci�s:
Corc�ractor's Revi�w of Con trcr�i Doe�men�s Be�ore Starting YYa�k: Before �mdertaking each
part o� the 'S7►fork, Contractor shaIl carefully stu�ly and ca�are the Cantract bocurnents and
check and v�rify pertincnt figures therein against aIl applicable fieZd measurer�ents anc€
Con[�itiatas. COntractar shall ]�romp�tly report ��riting to �:iL�r any co�tfl�t, exror, arr�iiguity,
ar d�cre�ancy whi�h Gontractar discavers, or has actual knowledge af, and shall obi�m a
wxitte� interpretation or clarif"�catiaz� frc3na City befarc praceedmg with any Work affect�d
thereh}+.
�. Carat�actor's Rev�eux of Caraas�ac#Dac�rnea�ts Durira.gYer.f'orrrzance af Work: If, duxit�g the
pex�'orman�e af th� Wark, Cornract�r disc�v�rs any conflict, errar, amb�ui�Y, or discxepancy
witt�iia the Cotairact Dacum�rrts, or betw�en ihe C�ntract Dncuxrxez�ts and (a} any applieable
Law ax Regulatian ,{h) any standard, specifcatxor�, manual, ar �ode, or [e) any �s#ruc:tia�n af
any Su�plier, then Co�ractoz� �halt }arornpt�y repart i� tc� City in wr�. Con�raetar shall not
praceed with the �]LTork affect;ed tbere�y �ex,�ept in an emergency as required by Paragrap�
CIT� 0� FOiRT W'ORTE�
STANDARUGCII�TRUCT[4A� SP�CIFiCAT[�N D�CCTMLF[+TT3
Revisi an: 8123�oZ1
067240-1
GENEF2AL�NRITI�N3
P�e1Dof63
6.l'�.A} until an arnendrnent ar suppl�ment ta t.�e Cox�ixact Dticumen�s nas been i�sued by
one af the m�thads inc3�icated iva Paragaph 3.04.
3. C,n�tractar shall not �e liable tfl �ity �or fa.il�re to repa� any canfli�t, enra�-, ambiguity, �r
discreparicy in t]xe e�n�:act Dac-umenfs unless Co�ntractor had actualknc�vledge thereaf.
B. Resolvi�ag Dascre�aancies:
1. Except a.s may be otherwise speci��cal.ly stated m the Cvntract Docunnents, the prrn+isions of
the Coxrtcact Documents sha�[ take pxecedence in resolving an3� cvnt7act, errar, arnbiguity, ar
discrepancy �etween the pravisi�n� of the �ontract Documents aza.�.d th� pravisi�ns af any
standard, specif'�ati�n, manual, �r the ins#ucii�n of any �uppli,er (w�.ether ar not specifically
incorparated by reference zn tb� Cor�ixact Docurnenis}.
2. In ca�e af discrepancies, ft�lli'�d dirnensians shall goFvern ave� scaled dimer�sians, Plans shall
go�em over �pe�ificaiians, Supple�entary Canditions shall govern over General Con,ditians
and Sp�c�"�cataans, ar�d quantitie� shov�rn an tb�e Plans shall govern over tho�e shawn in the
propasaL
3,(]4 �trrrendinga�d,�up�alemerztingC`o�tractDocasrra�raas
A. The Contract Do�uments ma� be amended ta pravide for addi�ions, deleti�ans, and revisians in
the 'VLrork ar ta xnodify f�ae term� and condiiinns ttx�reaf by a�hange Qrder.
B. The requirements af ihe Cor�tract Dacu�ent� znay he supplemented, and min�r �ar�tions and
devi�ti�ns iza the VVor� not in��tvirig a change in Cantract Pxace or Gontract Time, may be
authorizeci, by �z�e ar mare of the %llowing v�ays:
1. A F�eZd Ordex;.
2. City's re�vievv nfa Submitta� 4subject to the pra�inns ofParagraphh.l$.C); ar
3. G`ity's writ�ez� ia�terpxetatian or chrificat.ian.
3 .05 Id�use o. f �ocumerafs
A. Cont�-actar and any Subcontractor or Supp�ier shall not:
1. tiave ar acqu.ir'e arany txtle tv or ownership rights in any of the Drawings, Specifi�ati�ans, or
other documents �or cnpies of any thereo� �epaxed hy ar bearing the seal of E�ngineer,
rncludn�g elect�onic rr�daa editi�ns; nr
2. reuse an� such Dra�rings, Spe�if�cations, at�x dacurrierrts, or capies the�reof o� ext�nsians �f
t�a� Project or a.riy ��t�z pxoject �ou� �vrilt�n consent of City and sp�cific wxrttez� �ez�ificati�n
ar adaptatian by Engmeer.
CIT'Y OP FDRT WORTH
3TAi1�1DARDCONSTRUiTi6N SPB�TFICATIU�I DC}CU9viEhIT5
Revision: 82ilZ4i1
an�2uo-i
GEh1ERALCaNUITIQN S
Page 11 af 63
B. 7'he �rohi�i#zvns vf this Parag�raph 3.OS w�I survi�+e final payment, or t�xtx�in��irnl o� th�
Cozatract, Nath�g herein shali ptechzde Catitract�r �ram retainrng capi�s of ihe Cantract
D�cuments for r�card purpo�e�.
3.06 El�ctraraic �ata
A.. T.]riless oti��rwi�e stated in th� Supplemerrtary �ondi6ions, f�e data furnashed hy City o�r Engmeer
to Contra�tor, �r by Cantxactar to City or Engineex, th�.t ma�r be relied upon ar� liu�mited t� the
printed co�i�s includ�d iri the C�ntraot Dacunnents (also knov�tn as k�ard capie�) and o�her
Spec�"ications referenced and 1o�cated on tlae City's an �r`ne electronic dac�.unent managezn�t and
co]]ahaxataan system site. Fi1es in el�ctronic znedia fam�at af text, data, gra.phies, ar vth�r types
are furnished o�nly irnr the coxn�nience of the receiving party. Auy conc�asi�n or infaz-c�atx��
al�tained or deri�ed frann suc� eleetror�ic files wa11 be atthe user's sol� ri�k. Ifthere is a�crepa�acy
between the electroruc f�ie� a�d the hard capies, the hard copies govern.
B. When transfez�:in� docurnents in elec�ronic media farTnat, the transferring pazty mak�s no
representatio�s as �o long term cnmpafbility, usability, or xe�dab�iiy af dacuments r��ulting from
t�e use �f so�twat�e �pplicatio� pacl�ages, operating systerns, or computerh�rdware difFering from
thQse used hy the data's creat�.
,A,RT�CLE 4-- AVA.�LABILITY O.k I,A�IDS; �TIBSi1RFACE AND PHirSYCAL CaNDITIU1riS;
HA�ARDflIIS E�►fVIRONMENTAL �ONDIT.I4NS; REFERENfCE P4I1�iTS
�4.01 �vailability o�'I�car�d.s
A. City shall furnish the Site. City sh�ll nodfy Cnntraciar of an� �nczunbxat�►�es ar restri�tians not af
genexa�. appI�ca� but sp�cific�lly related f�a use �f t}�e S�te with w�aich Gantractar m�ast cnmply
in p�rfozxning t11e Wark. City will ahtai�n in a te�ncly maiwer and pay f�r easemenGs for pe�ma�ent
structur�s ar permanent changes ��xisting facilities.
The �ity has obta.ined or anti�ipates acqu�siti�� af a�dfor access f� right-af-way, an�lor
easements. Any vutstanding rigkxt of-way andlar ea�ements aze a�ati�cipated to be acquired in
accordance withthe schedule set �orth in the �u�plementary Condi�ians. The Project Scbedu�e
subtx�tted by the Contract�or � accordan�e Gvith �}ae Contra�t Docuxne�ts must consider any
autsi�.nding t7ght-af-wa�, at�.dlor e�sements.
2. T�e City h�s �or anticipates remqving andl4r relocating utilitiess and obstru�tiot� tv the Sit�.
�y autstandiri�; rem�val or relocatian of utiulti.es ax obstnlckiox�s �s anticipat�d iqa accor�danca
witb. the schedu�e sekforth in the Supplem�ntar� C�nditions. The Project S�hed�le submitted
by the C�ntraetor in aeeo�rdance with the Ca�xtxact Doewnents t�.ust consider any �utstandi�g
utili�ies ar abstruGiions ta l�e �enr�ovec�, ac�justed, andlar relocated�y others.
B. YJpon reasanable written request, City shall f�ish Cani�actor with a�uxrent staf,em�nt af record
legal title and legal descziptian af the ]ands upon which. tJae Work is t.� be perFormed.
CTI'Ir �F F{}RT WORTH
STANDARDC��ISTRIIGTIQN SPECYFIGATION DQCUMEld7'S
Re�isian: 8��lLQ21
QO 72 Q4 - I
GE�+IEFd,4L i70N� ITI4 N 9
Page 12 aP 63
C. Con�ctor skiall provicie far all ad�ii�ianal �ands az�d access thereta that may he required far
construction fact'�' 'ixes or si�rage of mat�xials and �qui�rnent.
4.U2 S�bsaarfacerrrr��'hysicarCo��itions
A. Re�aor�s �ndDt�awa�ags: The Supplernentary Cor��.itions identif'y:
1. thase re�arts knawn to Cnty �f e�plar�.tirn�s ax�d tests of subsur-face Gondi�ions at or
cantig�wt�s ta the Site; and
2. t�ose drawm�s I�rwwn ta City af physical canditians relating tc} existing surface or
subsurface xtaructures at the �ite �except Underground Facilid�s).
H. �,f�nii�d Relaat�ce by Cot�tracior� an Techrttcad Data �uthnrazed: Contractor rnay rely u,pan the
accuracq of t�e "teehnical data" contained in such repar�s �nd drawings, �aut such reparks �nd
dra�sx+itigs are nat Cont�ac� I7acurraents. ��uch "te�hnicaX data" is identif�ed in the .Sup�alemer►t�a.ry
CnndifYons. �cnnt�aGt�x m�y nat rx�ke any �antraGt C�rn against Ciiy, or axiy af their afficers,
directors, memb�rs, partners, e�rrpla�ees, agents, cansultaxats, ar suhca�tractors witk► respect ta:
1. the completeness af such reports and drawi�s fax Coz1#ractrn's p�urp�ses, including, but n�t
lirnited t�, any aspe�ts of th� xzaeaza�, methvds, f.echniques, sequences, and procedures of
canstrucii�n to he err�loyed by Caniarractor, and safety precautions and pxagrams incident
thereto; or
2. other data, ix►tezpretat.i�ns, a�iniQns, and inforn�ation conta�ed in su�h reports ar shavtm or
mdicated in. su�h drawings; o�r
3. any Co�tractor interpretation of ar� canclusion drawn fram �ny "teck�ical data" ar any su�h
atl�er daia, ix�terpretations, vp'n�o�as, or informaiian,
4A3 D�ferirtgSuhsa�r�f'aceorP�ysic�YGara�itio�
A. �Voiice.• If Contractar h�lie�es that any s�bsurface or physncal crn�ciition khat ss uncovez�d or
reveaXed ezt�er:
1. is of such a nature as ta estahlish that any "te�hnical data" a�zz whi�h Contractar is �ntitl�d to
rely as prov�ded ir� Paxagrap� �.02 is ma.terially i�a.ccurate; ax
2. �s af such a natur� as to require �. change in the Contract I]acurnenis; �r
3. differs mat�rially fro�x� tb�t �hown or indicated zn t}a� Cantract Dac�ux�e�nts; ar
4. is af an u�rasual zxatuz�e, and differs materially frorn c�nu�itaions ord�ar�y encvu�tered and.
generaIly reco�ed as inherent in w�rk of the cbaracter �ra�ided for m the Conixact
Daeuzxaer�ts;
CITYOF FORT VJdRTIi
STA]�TC]AkaCOtVSTItUCTi�N SPECtPICATiON DC]G[7M8iVT5
Revisitm: 823r�(V21
fl07�00-1
GENERALCONdI710NS
P�ge 13 of d3
then Contractox s�a�, �romptly afiex becoming aware thereof and be�'ore ��r disturhir�g th.e
s�lasurface ar physi�al G�ndatians or perf�n.riing arzy Work in c�ormectinn therewith �exceZat m an
em�r�ency as require�l by Pa�ra.graph 6.17.A�, natify Ciiy m�rriting ahaut such condid,on.
B. Possible �'ric� and '1 arne �4djzrstnrents
Contxactar shall nat be enti#1e�1 to ar� �djustme�t in the Cantract Price �r Contract Time �':
1, C;antractar k�ew of the existen�e of such canditions at t�xe t�ne Cantractor made a f�ual
crnnmitment ta Cidy with respect t� Coni�-act Price arid C�ntaract Tune by the submissi�n nf a
Bid or becom�►g bound unde� a negatiated cQ�atract; rn
Z. the existe�ce �f such ca�dition eau.�d xeasazaably have heen d.i�co,vered rnr re�eal�d as a resuJt
�F the ex.arrLation c�f t�e �4rriract Docuznenis vr the Sa�e; �r
3. C�ntractor failcd to gi�e the �nvritten �otice as required by Paragraph �.03.A.
�.Q4 Uradet�gt'ot�radFaeidities
A. Showrt or Ir�dicat�d; The r�n�orma�on and data shawn or mdicated � t�e GQntrac� Dacume�ts
with re�pectta exist�g Llndergra�nd Facilities at ar cant�iigu�us ta the Site i� b�sed on inf�ma�ian
and data furnished to C�ty or Eng'mee�r by the owners of �uoh �LTndergrauzxd �aeiIi�ies,
including �7ity, or by others. Unless i� �s otherwise expressly �rovided it� the 5`u�alementary
Candi�inns:
1. City and Engsneex s�aall not he respons�ale £or the accuracy �r cwmp�eteness of any su��Z
infozmation or data provi�ied by others; and.
2. the eost n£ ali o£ the fallawing w�l be �ehicied i� the Coz�tract Price, and Gantraetrnr sbaJl
i�ave fu11 re�por,�sa�ai�y far:
a. reviewing and checking all such information and d�t�;
b. locat� ali LTnderground Faci�s �hown or iu�ciicated in the Cantract Docwnents;
c, coord�ation and adsust�nent �f the Wark with the awners af such LTnderground
Fac�itie�, zn.ck�dimg City, during canstriacta,�n; and
d, the safet,y and proteciion 4f aIi such Undergrawul Facilities and repair�g a�r darn.age
thereto resu�iing firom the Vl�ork.
B. 11rnt Shawra or �ira'icrxted.-
1. I� an U�der�raund Fac�i�+ wh�i�h canflicts va�h the Wnrk is uncor�ered a�- re�veale� at or
contiguous ta t�e Sike wlv�ch was x�of shawxt or indica�ed, o�r not shown or mdicated witk
rea�onable accuraGy im the Contxa�t X]acume�fs, Ca�tractor sha�, promptly a.£#er beca�ning
aware theren£ and before fizrther disturbin� canditions af�ected thereby or per�o� an�
CIT Y dF F ORT V�dRTi3
STANfJARDC�NSTRiICT[UhI SPEGIF[GAT3OiV DOCCTMSld"CS
R�ision, 5�.1
DD'12[]p- I
G ENERAL COfV[] 171 � N 3
Page 14 aF53
Wark in ❑onnect�n thex�with (exce�t in aza emergency as required by Paragraph 6.17.A},
iden�i�y the owner of suck� Undea�ground Faciliiy and give natr�e t€� that ��vner and ta City.
�ity wi][ xevi�w th� discoyered rinderground Facility an+d detexzxxiue the extent, if any, to
which a ch�nge may be xequ.ired in the Crn�txact I]ao�arnents ta ref]ect �.ri� ciacumenC the
co�eque�ceq af the exi�te�c� or Iacation of t�e Unc�erground Fac�ity. �ntractor sI�all be
r�sponsibl� far the safety and prvfection af such discovered Und�rgrau�d Facility.
�. rf City cancludes that a change in the Contract Docurnents is reyuireti, a Chang�e Order may
be issued to ref]�ct and dacu�nr►ez�t such consequences.
3. Vex�if"�catian flf existing uii]]ities, 5tTl1C�Li['�5y Ri� 5�LV1C� I1ll�S sk� iu�clude nati�aatian af all
uti}ity coz�aanies a minimuru of 48 hour� in advance of constnactia7a includ'mg ex�larata�y
excavatian if necessary.
4.�5 Ref�renraeFni�ais
A. City �h�ll prn�ride en.gineez�ng survey:; tc� establish re%renc� pain.ts for cnnstructian, which in
C�t3''s �udgrn�nt are nece�sary to ena��e Cox�tractor to praceed with t�e Wark. C�ty wiJ.l pxavide
cans�rructaon siakes or �rthex cu.st�mary rn�thad of rx�arking to e�t�.t�l�sh line and grades �ar roadr�►ay
and ut�.ty constructio�t, centerlines and benchmarks for bridgeworl�. Cocntractor shall pxoiect and
pre�serve the establ�sbed re�Eerenc�paints and prvpezty nwriumen�s, and shall make no chan�es o�r
r�la�at,ioxas. Go�tracf�r �haJ� repoz� to City whenever any referenc� paint or prop�rty monumez�t is
Iast or clestroyed ar r�quires reloc�tiran because af necessary changes in grades ar �acations. The
City shall be re�pans�ble for the replacement or relocatzon of refer�nce paints ar property
x.�zau�ents no# �arel�ss�y vr wt�lf�l�y deshroyed by the Cantracto�. Tb.e Con�ractar s}aall notify
C�ity in a�lvance arid with suft"�cient time to a�Qi�d de�ays.
B. Whenever, ita tb�e apinion af the City, art� reference pain�t ar monument has bee� car�l�ssly or
wil�fi.�lly destroyed, cii�hula�d, ar rema�ed by tl�e Cantractar or any of his employees, tla�e full cast
�o]C xep�ACltl� SuC�I. po]Iz1�.S p�s �5°�0 �nr� be c�iarged agait�t the Co�.tractor, and the full azn+ount wil�
be deducted fram payment due t}Ze Can.traetar.
4,�i6 .I�azar�dous Eraviror�rrtenta! Condation a t Si�e
A. Reparts a�dD�a-wings: '�"he Supplementary Con�ians xdentify those reports and draw�gs kuown
f.o C�y relaiing ta �Ia�arclous Envidro�vm�ntal Cartditions that ha�v�e beeu id�ntifred at the Siie.
B. Limited .t2elaarace b� Contractorora �'ec��icadDataAr�#harized: Caa�.tractor r�ay rely upan t�ae
ac�urac�+ of th� "tech�al daia" cantamed 'm such reports �1 drawi�a�s, but such reports and
dra�ings are n�t Cantr��t Dacuments. Su�� "te�hn�:�I data" is iden�"�ed �in the S�.Ypplementary
Conditians. Contractor may t�ot ma�e auay �ontract Claizx� aga,inst �ity, ar any of their officers,
directa�s, members, partners, err�playees, agents, consultants, ar su}acontractors �i�k� resp�ct to:
1. the cana��eten.ess of such reparts �nd dra�+ing� f��r C�ntracior'� purposesa inch�ng, hut n�t
limited to, any aspecL� �i th� xneans� methads� �C�ll�S� sequences and prflcedures a�'
CTI'I� DF FORT WaRTI3
5T11NDART]CDidSTRUCTiON SP�Ci�ICATItlN I7pC[IMENTS
Revision: 81?31�Q21
aa �z �a- i
GEIVERAL COId1] �710N S
Page 15aF63 -
�ons�uctian tn be ernployed by Contractor aru� safety precautions and programs inci.dent
th.exeto; n�
�. other data, �n.te�pretat�s, apinivns and infoimation cot�ined i� such reports aar �hnwn or
mdicated in such drawings; ar'
3. any Contractor interpreta�ion of or �ancXusian drawn frrnn any "Gechai�al dat�'° ar any such
otkzex data, intierpretat�c�x�s, apinions r�r information.
C. Contr�ctor shall nat be respnrfs�le far any Hazardaus En�sriranmenkal G�nc�it�on uncovere� or
revealed aY the 5ite w�h was not shown nr inciicabed 'm Drav�ivags ar Spec'�"'icai�xas a� identifie d
in the Contract Docuruex�s �o b� within �ae scop� of the Wor� Contrsctc�r shail be respar3siUle fnr
a Ha�rdaus Enyiranmental Condition created with any matexials bErought to the Site by
Contractor, Subcantractors, Suppliers, ar ar�yan� �L�e for vs+horn Canixactc�r is responssable.
D. I£ Contxa�tor encounters a Hazardo� En��irar�aental Candition or if Co�►tractar ar anyo�2 for
whox�a �antractor is responsY�h�e Gzeate� a Hazardous Em�roavnental Conditiarn, Contractflr shall
]LCIffI�C�la.��7: �I� S�C11i'8 in O�YBPVVlS� ]50�� 511C�k GOIICIIf10Il� �lI� SfO�] �ll WQiIC 1C1 C011IlEC�Y0�21 WIC�.l
such Gonditian and in any araa �,ffected ti�et�cby {exce� sn an enaexgency as requu ed by Paragrapl�
6.17.A}; and (iii) �otxfy Ci�y (and pxoxnptly thereaf�er confirna such natice in writing�. City may
caasYder t�e necessity t� retain a�ualiC�ed expe�tt to evatu�t� suGh condi�m ar t�ke �c�nrecti�re
actian, if any.
E. Conaactar slaall n�t be requnred to resume �nrk m camxection vvith such condition o�r m any
af'fectedarea unt� afterCity has o�ataine� ar� req�xired perr�k� xelatedthereta and delivered wxitten
noti.c.e to Ca�ntY-a�tor: (i) speciiying that suGb. conditi�n �x�ud ar�y affecte�i area is or has bee�
re�dezed suitable far the resun�ptiazx of Work; or (ii) speci�ying a�ay spec�l conclitions und�r v�hic �
sueh Wark rnay be res�srned.
F. If afterreceipt of such writ�en nati�e Cantracta� daes not agree ta resurt�e su�h Viiork bas�dan a
reasanab�e beli�ef rt is unsafe, o�r does not agree to resume such Warkunder �uch special can�:i�ions,
then City may arder th� porti�n of the VLTark that i� in the area aflf�ctedby su�i� cand�t�on to be
deleted frorn the Work. �rty may have such dele�ed pariion o£ #J�e'L�4�'ork perfarmed by City's o�m
farces or others.
G. �o th�, f'a�llest exte�zt perrnitted h}� �aws c�tad I�ega�lataa�as, Carzt�acto� shald irademn� and �aald
har�nraless City, fram and c�gainst call cicxirns, costs, l��ses, and darnages �rtcdr.a�ir�g but r�� t ltnsited
fa allfee.s c�rad c�aarge� of eragirreers, architects, rxtt�rne.}�s, andviherprofessionctIs ar�dald cv�ri
ar arbitration or ot�er� dispute �esad�tion �osts} a�isang vut of' ar r�elating io a Hazar��ou�
E�avi�'o�.�t2en tt�d Cvndifiort creuted Tiy Cota#�ctoror by ara�anefa r-u�h.orn Co�ztractoris �e�spansft�le.
�aihirag ar� thrsl'aragra,�h �#.�b.G shallobligate Cant�txctar� ta ar�demnaf,y a�ayartdividual or entity
f�am �and against the cons�qa�ences o,f fhai andivicl�al's a� e�taty's ow� r�egliger�ce_
H. '�'Iae gro�isions �f Paragra�hs 4.�2, 4.�3, ant14,�4 da not apply t� a Ha�dous En�vironmental
Candition uncovered or r�U�aled at the Site.
CIT Y' DF F�RT R'QRTH
$TAI�ARDOOi+15TRIICTION �CIFICATtOH IlOCU1vIElQTS
�Levisioa: 823f�t1
on �z a4- �
GENERAL CAN� I'I I�N 5
I'age 1 b o: 63
ARTxCLE 5— BDNDS AND IN�U�ANCF.
5.�1 �icensed �5'ur�tiesandlras�re�'s
All bonds az� i�s�ran�e required by tha Con�ract Documents to be pu.rchased and r�amtamed E�y
Cantractor shaIl be obtained fro�xi surety ar insurance coEznp�nie� that are duly Iicensed ar autlaoz�rae d
inn fhe St�te of Texas to issue bonds or insurance �aolicies �ox the Iimits atul covexages sv r�quired.
�h surety and ansuranca cornpanies shall also meet such addition,al r�qui�emezxts and qualif'�catians
as may �e p�ovicied in the Supplementa-t� C�ndifioris,
5.02. �'e�f`orr�a►xrac�, �aymer�t, ancl�ai�ateraa�tce Bor�ds
A. �ontxactor shall furnis� performanc� and payment l�onds, m accordax�ce with Texas Cravemanent
Code Chaptcx �.�53 ar srz�cessar statu�, �ach in ar� �nount equal to the Cantract Price as
security far thc fai�hf'ul perfarmanc� and payme�at ofr a� of Contractar's o�Izg�tions uinder the
Contr�.ct Dacuments.
B. Cantractax sh�Il fiu�vsh mamte�n�ce b�ds in an amownt �qual ta the Cantrac� Price as security
to pratect #h� Ciiy agai�sf any defec�s in any paxlaan �f the VVark d�sc�bed it� the Co�tract
Dflcumenks. 11�faintenance bo�d.s slaall z�main in effect foz� two �2� years after the date �f Final
Acceptance by tk�e City.
G. All �ands shall b� m t1�e f�rm presc�d }�y �he Contract Dacun�erns except as pravided othez-wi�e
by Laws a�r R�gulatinns, and shall be exec�ted by such sure##a��e� as are xa.arne�i m� list o#'
"Companies Holc�g Certificatt�;s af Autf�ority as Acce�table Sureties an Fede�-al Bc�r�ds amd as
Accepta}��: Reinsuring Compa�ies" as pnl�lisbed ia Circul� 570 {arnended} b� the Financial
Managemeni Senrice, Surety Bond Bran�h, IJ.S. I}epaxtment of the Treasuxy. All bonds signed by
an agcirt ar attnrney-in�fact must be accarx�panied by a sealed and riated p�vtrer of attorney w}aich
shall slaow that it is ef�fi'�cti�re on the date t�e a�ent ar attorney-in-fact �igned each bond.
D. ��t�ze sur�ly on any bond furnished by Canlxactar is dec�ared hankri.►pt or b�comes msak�xa� ar its
x-igb�t ta do business 'rs texzninated in the State af T�xas or it ceasas �a xn.e�t t}�a req�.irexneni� �f
Paragraph 5. Q2, C, Crnat�actor s�aaIl �ramptly �otify City an�l shall, within 30 days after the ev��at
gi�ing rise ta such noti�icatidan, provide a�at}�er band aza.d surety, both of which shaIl carr�ply wit�a
the reyuirernents afParagraphs 5.41 and 5.D2.C.
5.0:� Ce�tx�cates oflras's�r�ar�ce
C�ntractox sha�l de�ver to City, with copie� tU each additional in��re�i and lass �ayee i.d�ndaifi�d in t1�.�
Supplementary Cwnd.�iox�s, certii"�cat�s af ir�uravc� (other evidence of in�urance requ�sted by City vr
an3r ather add�ional in.surec� in at least the xx�ixxir�u� amaunt a�s specified in the Suppl�men.ta�
�ozadaii�z� �vhich Contractor zs required ta purchiase and rn,aintaux.
I. The certif'�ate af msurance siaall. dacu�nt �ie �ity, and al� id�nt�fied entiti�s named in the
Supgle�nentary Co�dit�o� as "Ad�tional Insured" nn all liability palicies.
crrY oF �oxx woRrx
STANDAR�C�VS7RIJCT[pAi 5p$CIFIGATI4�V DOCi.IMENT3
Revisian_ S1�312f121
aonoo-i
GENERAL�OMQiTI�iV 5
�age 17 affi3
�. Th� Cantraci�-'S g�neral liabiiity irisurance s�a31 inch�de a, `�er praject" or `�er l�cation",
�ndarsemex�t, whi�h shall be �dentified in th� certificate af insurance pravided ta t�ae City.
3. The cextif'acaxe s�a� be signed by an agentauthorized tn bind coverage on behalf a�th�e in�ure�,
�e camplete in its entirety, and shaw comple#e ir�urance caxrier�uaines as listed in th� ouxrent
A..].1+�. Besi Prp�rty &� Casualiy �xide
�. Th� insure�s fa�r �Sl p�l�ci�s must be licensed andlor approved bo dc� business in th� 5tate af
Texas, F�ept fnr workers" campensatian, aIl in�urer� must have a� minimurn rating af A-:
VXI in t�-ie cuzrenk A. M. Sest I�ey Rating C�ude or b.ave reaso�bly equi�alent fmancial
strength and salvency to t.�e satisf�.ctian �f Risk Maxzagement. If the xating is helow that
required, written agprflval �f Gity � �'equired.
5. All app�icable polieies shall include �. Warver af Suhragation �Rights of R�coyeryj in �avo�r
of the Gity. ��n addition, the Cnt�tt�ract�ar agrees ta waive all r�ghts of subragatian ag�nst the
Eng�eer ��£ app�c�ble), and eac�a additi��l msured ident�fi'ied m the Supplem�nta.ry
Conditians
6. Failuxe af the City tQ demand sucl� certi�ates ar other e�dence of �tll cornpiiance with the
insurance xequ�uements ar fai�ure of the �nty in identify a€1e£'�czency fram evidence that i�
pravi�ed shall not be ❑anstrued as a waiver �f Co�tractor's obl�ga�ian to mamtain such �nes
of inst�rance co�erage,
7. If it�surance polieies are nat written for speci�ed coverage lunits, an Um}�rella �r Excess
Liability insurance for axzy d�ferences is requ�ed. E�cess Li�bil�ty s}�all follaw fo�m af ihe
�ri�ary cQverage.
8. LTnless otherwise stated, all rec�uired insurance sha.�l �ae writ�en on the "a�cwrrence basis". If
coverage is u�aderwri�ten nn a clai�ns-made basis, the retraactive date shall be ca�incxdent with
ar pri�r tv fhe date of #he effecti�ve date af the agre�ment and the cer�i£icate of insuran,ce shall
sta6e that the caverage is �laims�made an� tlie retrvacfii�e date. The insuxan�� co�+�rage sI7aI1
be maintain�d for the durat�n of filae Contra�t axad �ar t�e (3) years fal�owi�ng Final
Acceptanc� provided und�r the Cantra�t Docum�nts ar £oz` t}�e �varranty peri��, wl�ichever is
longer. An armual cett�cat�e of insurance subr�itted ta the City shaIl e�ider�ce such
insurance ca�era.�,
9. Polic7.es shall l�ave na exclusions l�y endorsements, �vhi�l�, neither ta►�llify or amenc�, the
requir�d liues of caverage, n�ar decrease the 1im�s af saici co�v�erage tu�less such �ndorsernents
are appraved in wri�ng hy the City. In the e�vent a�ontract has been bid or executed arad the
exchisi��s ar� determimed ta Y�e uuacceptable or the City desires addiiion� xns�ranc� co�eragc,
and th� City clesires tlae cantractoxlengineer t� obta.iaa such covera�, the conixactpz-ice sl;all
�e adjusted by the cast of the premium for sucf� addi�ional ca�aerage pbas l.0°l0.
��. A�.y self insured reten�ion �SIR.), in e�cess vf $25,UU0.�], a££ectvag requ��d �s�trance
caverage shall he approved by the City ia regards ta asset �alue and stackholders' equitY. Ir�
crrx o� �rsRT wox�
STANI}RRDCONSTRUCT]OhT SPEClFICATIQ�I D4GUMF.i�lTS
Revision: &��1
oo�zoo-i
GENERAL CbN�1T10�15
Pagc 18 uf 63
lieu of ta�aditianal insuraz���, al�rnative cover�ge rn�intained throu.gka insurance pnal� ar risk
ret�n�zan groups, must also he appr�ved i�y City.
11. Any deductible m excess af $S,U�q.00, far any policy �hat does n�t pravide ccrverage on a
fit•st-dallar ba�is, must be accepta�ale ta and approved b� the Crty.
1�. CYty, at its sole discretior�, reser�es t�ae right to review the insuran�� requir�ments ar�d tfl
rna1t� reasanable adjustrnents tn insuran�� co�erage's and their limifs when deem�d z�eGe�sazy
and p�rud.ent � the City based upon �hanges in statutoxy law, caurt decision or �e clai�cxzs
histary nf the industr� as we]] as of the caxktxaatzcxg partY ta �Yie City. The City sha11 be required
to provide prior n�ti�e of 9(] days, and the msuran�e �djustments shall be incorpara�d imt.o the
Vlfork by Change Qrder.
13. Crty shall be entiti�ed, upon w�ri�ten request and wit�wut ex�aex�se, tn recesve capies o� paiicie s
anr� endorsements theret� an� may make any rea�onable requ�sts for d�Ietion or revision ar
m,��if�a�ians af particular paliicy terms, caraclitiax►�, �x�it�.tions, or ex�lusians necessaty ta
conf��rrn the palicy and endarseme�ts to the re�xlaents of the Conhact, Deletions, revisions,
nr z�wd�cati�ns sha.11 nnt be required where pol�y provisi�ns are estahli�hed by law or
regu�a.tiQns bundic�g upor� either party ar th� underwrrtex an any such palicies.
14. Ci.tgt shall not be respnnsible fa� the direct payrx►en� a� i�surance prexxuunl costs for
Confxactar's ir��aran�e.
5.4� �'a�.tr'actar's.�ia�airutace
A. LYorkers Camp��.saifan a�d Err�playe�-s ° L�r�bilrt�. Con#ractor shall pur�ha�e and maintain �uch
insurance cwerage with lirnits consisterYC with �tatutary ben�fits oudin�d in the Texas 'VV'arkeFs'
Compensa�ion Aat (Texa.sLabor Code, Ch. 4a6, as amended}, andminnrn�rn ].i�its for EmpIoyers'
Liab�ity as �s a�prnpriate for the Work being parfaz�ned and as �rill pr�vide pr�tecti�n fram clairJ.is
set fc�rth be�Ow which rr�y arise aut of or zesult fra�m Contractvr's p�rfarn�nce o� the VVark and
Co�t�actar's other obligations under th� Car�#ract D�cuments, wheth�r it is to be pexfcarzned hy
Can�raciar, any Subcontraetor or Supplier, or by anyone direct�y a.r ind'urectly empla�ed by an�r af
them to perfa�cn any of the �L�Tark, ar hy any��e for whose acts any of tY�em rnay be liable:
1. claizns under workers' cam�ae�atiab, disahilit�r b�nef�s, and �th�r �imilar emplaye� benef�t
$C tS;
2, clainas fa� damages laecause af badiky injury, Qccupatioza�I s�lcness ar di.5ease, r�r d��th of
�ontractar's employees.
S. Cr�r�raer�ial �eneral �rabilify. Coverage sh.�ll mclude �ut not �e Iimited �tc� cavering Iial�ility
(bod�.y injury or property dam�age) axising �rom: premiseslaperations, indepe�xdent contractors,
prQduct�lcon�pi�ted ape�ations, pexsonal injury, a.t�r� liability und�r an ins�ed car�t,ract. Insurance
sha.11 be prov�ided an� an occurren�� basis, and as cnrr�preh�nsi�e as the cu�xent Insura�ce Se�vices
Offce (ISQ} palicy. Th�s v�suran�ce skaall appl�T as primary insuz'a�ce vvit� respect to any ather
CITY O�F FORT 1�V01�'1'Fi
S'Y'AND�,FZDCqNSTRUG'FIflN SPECTFICATIOM D�CUMBNT3
Revisian_ &�3f�0z1
4072op-1
G�NERALCANUI7iGN S
Page l$afd3
insu�ance ar self it�surance pragrams a£ford�d to #he Ciry. Tk�e Cnmmercial General Liability
policy, s�a,ll �av� nn exclusic�ns hy endo�rsements that vcroYxld alter a£ nu�liiy premisesloperalians,
praductslcampleted a�aeratia�s, co�tra�tuaJ, �ersanal injury, or advertising in�uxy, whic$ are
ilUI177aII�+ GQI1�S]riBC� Wl�l. �ET� �J411Cx, ut�ess the C�ty appx'o�es sucb exc�usions in wri�ing.
For can�truction prajects t1r�t pxesent a subst�tial cax�ap�eted �pera.t�n expasura, the City xnay
requi�re the ca�tractvr to maintain �oxn��:ted operations co�rage far a m�nirrn�m �f no less than
three {3�� years f�llowmg ibe �ozxxp�etion of fhe project (z#' ident�ed in the Supplement.ary
�DIlC�ifll]5�.
C. Au�omo�a2eLia�ihi�. A commercial busines� arx�o palicy sb�a� pxr�vide caverage on "auy auta",
defm�d as autos owned, hired and tLaa��nwx�ed and provid� inder�niiy far cla.ims �or damages
l�ecau�e bnd�ly injury or death of ariy person and or property darna�e arising out af the wark,
xn�aintenance or use of axay xnotar vehicle lay the C�ntraGtr�r, any �ubcontractor ar Supp�ier, or �y
axayone directly c�r �directly employed by azry of ehem to per�nrm any a� the W�rl� ar by anyone
f�r w�ose acts any of then� may �e liable.
D. RaiTroad Pr�ntective �.iabadaty. If any of the vvork ax axxy waz�ra.tx�y �v'ork is withi� the limi�s oF
railraad right�of-way, the Cantra�ta�- shall cnmply with the reqtxi�ements identified m the
Suppl�mentary �anditians.
E. 11�at�fi�aiion vf Palicy Ca�celdati��a: Coniractor sh�aU. inv�edia.te�y not�y �iry upan cancellatiox.a
ar other lass o� ansrx�ance coverage. Cantra�tor sha1Y �top worlc unial neplacement in�urance l�s
b�n pracured. Ther� shall be n� tirns credit far �ays nat warked pursuant ia this section.
5.�5 Acceptartce of�arids a�td Irts�ar�ance; aptiar� ia .Repdace
if Cit}+ has any �bjectian ta the ca�rer�ge affarded by or Qth�x prav�ions of #he �onds ar insuran�e
required tio he pu�rchased and rnaintained hy the Gontractar iu accordance with Az�ucle 5 o�n th� basis
�f non-canform�nce with th� �o�ttract D�curnenis, the Ciiy shall so no�ify the Goz�tra��x in �vriiing
wiihin Ifl Busine� .Days afterr�ceipt of the certificates (or atk�erevidence requested). Contract4r shal�
provide to t� �ity such add�ianal inf�rmation in respect af insu�a�p.ce p�a�ided as t�a�e City� msy
reasona.bly request. If Corrhractar dnes nat p�rchase or rnaintai�n all a� the bo� and itasurance recNired
#�y the CazrtractDacument�, the Gity shall ilotify the CQntractur if-� writing af such failure p�rior tfl the
start of the Wark, or of such faitu.re ta rnaintain prior to any change it� the rec�ui�'ed c.overage.
ARTYCLE 6 — �U11���tACT�R.'S RESPUNSIBILITIES
b.�l Sa�pervision ar�d S�perfnterrde�ce
1�,. C��#�actor shall sUpe�vise, inspect, �.nd direct the Work co�mpete� �.nd efficzently, devoting
�u.�h attentton theretn anci applying such skills and �cpertise as may �ae neeessary to perf�rnn t1�e
'VL�ork in acc�rdance with the Crnatr�ct D�cuments. Coritractc3r shall t�e salely respansihle for the
m��ans, methods, tecbnicp�s, sequ�nces, and �racedur�s oi canstructian.
Ci7'Y OF FDRT W[�RTH
STANDA1zDC�TRiFCT[DN 3PECiF1CATIAN D�]C1JMF?NTS
Revision: 8lL3I1.1�1
d0 72 i10 - I
GE�IERAL CON�1T10N S
Page 7d] of G3
$. A.t all tirnes durir►g the progress ❑f the Wnrk, Contracto�r sttal� assign a com�etent, E�zg[ish-
speak�zxg, 5u�eri�teneient wh� shal� nat be replaced vaithaut wxitten �ati�� to �ity. The
�upexza.ter�den.� w�l be �ontractar's rep�resentative at the Site azad sbaIl have autharrty to a�i on
#aehakf �f Contractor. A11 commwai�a�ion given to or rcceived from ��uperintendent sha.11 lae
hindin� an Cantr� �t�r.
C. Co�tt�ctor shall nntiCy the City 2�4 k�c�urs przor to mo�ing areas du�g tk�e sequ+enc� of C�rzstru�tian,
b.42 �ahor�; F�orkang�l'nurs
A. Cantractar �hall pxavide cazx�eien�, s�uitab�y yualified pei�sonn�l �o perfarm ca�stY�uction �
requ�d by the Cantract �}ocuxn�nts. Gantractor shaIl at a�l tun�s maintain good dr'sciplina and
order at the �ite.
B. Ex�ept as other�vi�e requircd fnr th� saf�ty or protectian of persoxis aor the �ork or properry at
tbe Site or adjacent there#:a, a�d. except as �therwise stat�d in ik�� C�ntract D�cunnent�, all Worlc
at the S�te shall �� perfarme�i durmg R�gular �arkia� Ho�urs. Contraetar w�7I nat pez�nnu�t tEae
performance af W�rk �aeyaia� R���1ar 'V47orl�ing Hours flx f�r �S7eekend �IV�rI°g Hours withaut
Cidy's writ�n conseriL (whict� r�riTl ncst be unreasc�nably wit�el�). ViTriti�n request {by letGer or
electranic camrrn�nication) to per�Fozna Wark:
1. for be�rand Regular Wor�ng Haurs requast m.ust be nnade lry n�ou at least tw4 �2} Suslness
�ays priox
2. for Wee�Cend Warkin�; Hr�ur� reque st inrsst be m�ade hy raaan af the preceding Thursday
3, fpr J�gal holidays request rnrast be made iry zaaon two Susiness Days priar to the le�l
haliday.
6.03 Services, Materials, c��zdEqa�iprraer�t
A. CJc�tess otherwise spec'�ied m the ContzactUacumenis, Cantracta� shall prQvi�le a�d assume full
respox�xiail� fax a1l ser�rices, mat,�rials, e�z�aent, la�ar, tr,ansport�tian, canstructian eq�ai�ment
and xanachinery, tools, appliances, fucl, potiver, ]ight, heat, telep$one; u�atcr, sanitary fac�7iiies,
temporary facilities, and aI� other facilities and incidenfal� necessary f��r tk�e per£or�nce,
Cantracto� rec�uixed testin.g, start-up, and c�xnp�etaQn of th.e Wo�rk,
B. All rnatsrial� and equip�nent incoz�a�ra.t�d i�nto the VP�rk s�.a� f�e as specif"ied or, if not spec�f'�ed,
shal� l�e of gnod quality anc� n.ew, ea�cept as atherw�e pro�ided ion. t�ae Conlract Docurnents. AIl
speci�l �rarran�ies and guarantees required by tb.e Speei�'icati�ns s1�aJI ex�es�ly � to �he iaenefit
oF City. If reyuired by Ciiy, Contxactar sla�a��l fiiz-nish satisfactnry e�i�.ence (in�luding r�ports af
required te�ts} as to the souxce, kind, and quality of rnaterials and �quipm�nt.
GI'I'Y QF FdELT W{]ItTFT
STANDAl�.I3CD145TRIICTEON SPEClFICdTIO�I DC3CUMisl�l`�3
Re�ision: 8�10Q1
aa�aoo-�
�EN�RAL COhI�lTION 5
Page 2l oF63
C, All rnaterial� and equipment tv b� �n.corpor�ted in� th� Work shalE be staxed, a�xpk�d, instal�ed,
cannected, erected, protected, used, cl�ane�i, a�nd canditic�n�d �n. accardar��e with i�structioras af
the app�cable Supplier, e�cept as niherwise may be provided in the Contract Documents.
D. All items af standard eqUipmeni ta be incarporated irato tk�e Vl�ark shall l�e t,lae latest rno�1 at #he
�itne af t�i�i, waless atherv�se specifze�.
6,�4 �r�jectScd�ed�dle
A. eontra�tor sk�ail acihere tta the Prajeci Schedule esta.bbshed in a�cordance witl� Parag�ra.p�a 2.Q7
axzd the General Requ.irement� as it zxxay be adjusted firom. ti�e ta time as pxovided helow.
1, Co�ra�tvx shalL subm� to Ci�ty f�r accepta.nce �ta the extent indicated 'm I'ax�gragl�2.U7 a�,d
the Gexzeral R�quirements} �ropas��. adju.4ta�.ents in the Praject Schedul,e i�a.t wil] not result
in cl�ax�ging t�e Coniract Tixzae. �uch adjustrnent� wT�l cornply wiih any provisia�as af the
C�neral Requ�rements applicable thereto_
2. Cox�tractor shall su�amit t� City a man�,hty Project �chedu�e wik}� a mon�ly pxogress paymer�t
for the duration of the Contract in accordance with th� schedule speci�cation O1 32 ld.
3. Prapas�d adjustments in f,he Praject Schedule that will change the Contract T� sb�ll be
submitted 'ax acaard�nc� with t1�e requinem�nts of Article 12. Adjustmen� in Cantract Tam�
zx�y anl� be made lay a Change drder.
6,05 S't�bsiiivaes arad fi`Or-L�'quals"
A. VVl�.en.e��r an item af material o� equi�zne�t is specified ar descnh�d in the �ontra.ct Docun�en�s
by �szng the �ame of a propmietary item vr t�e r�n�e of a parti�uJar Supplier, tb.e spec�catian or
des�ripticm is iutended to esta.blish � typ�, funct�a�, appearaz�ee, and qualnty rcquired. ilnless the
spec�f�ati�an. �r d�scriptior� cantait�s ar is f�llowed by words x�admg that no lik�, equi�al��t, or
°`�r�equal" I��ln QI' I10 SLI�]3fi1ti1�tOri is perm�ted, Qther itern� of �naierial er equicpment o£ �r
Suppliers m��be submitted t.� City £c�r review un�ler the circurnstar��es descrbedheiov,�.
1, "nr-Equal"�tems: If m Ciiy's so�e discret� an i�xn n� naa�t�rial or equiptnent �rnposed 6y
Ca�tr�cf.or' is functio�lly equal ta that named and suff�icient�y sirn�r so that no cha.iage in
related V�ark v�rill he requuted, it m.ay b� consi�r'ed by City as an "ar-equal" �em, in which
case re�riew and approval af the propoaed itern may, ioa City's svle discretian., l�e accompl�he d
without carnplian�e with sorne ar all af th� requirement� far appra�ai af proposed substi�xte
iter�s. Par the purpos�s of �kais Paragra�h b.05.A.1, a praposed �tern of materi� a7r �quip�n�nt
w ill be crnas�ide�ecl function�lXy equal to an i�er�a so named if:
a. i�e City determines that:
1} i� is at least equal �n materials of cnnsfr�ctinn, quatitty, durabiili.ty, aFPearance,
strength, and desi�gn characteri.sfiics;
CI'I'Y�F FORT WdRTH
3TANUARi]C4NSTRUCTIDN SPECI[�ICAT70N DUCZIM6NTS
Reuisian: 8�z �l
oo7aaa- i
GENERAL CiiNf3171pN S
pege xavf63
2} it will reliably perf'arna at �east equally well the fiiz�.ction and achie�e the resuits
i�nsed by tl�e design cor�cept afthe catnp�eied P�ajectas a�iar�eti�riing whale; and
3} it has a pxaven xeeord af p�rfnrmance aati avar�ability of Y�esponsi�e service; and
h. Cantractor eezti#"�es tha.t, if approved anci ir�carpr�rated into f,he �ork:
1} there wi[I be no incre�e in cost to the City ar increase �a. Catatxact Time; and
2) i� will �anfnrm substantz��y ta the c�etaile�i requirexnents af the itern nained m the
Cflutract Dacurnents.
2. Sa�bstitut�Items:
a. If iu� Ci.ty's sole discretion an rt�m of nnatexial vr eqtriptne�t praposed �y Cantract�r daes
not c�uaJify as an "or-equ�f" item under Paragra�h �.a5.A.1, �t rnay he subrnitted as a
prapased substi�u�e itemr.
b, Cantrac#ar shall snbmit sufficient inforn�atian as provided he�Ov� to allaw (:i�tyy to determme
if the iie� fl�' rnatet'ial or e�ment propc�sed is essentially equi�a.ler�t to ihai narzaed an�
an ace�ptable sul�titute therefor, Requests £ar revi�w af pr�pased substitute itex�,s of
rnaterial �r equip�nent �wiil n�t be acce�ted by Ciiy £ram anyone vther than Co�tractox.
c. Cantractar shali malce written applicatia�a ta City £o�r review o�' a�ropvsed substitizte item
vf mat�rial a� ec�ipamexrt that Ca�tractvit seel�s ta furnish ar use_ T�e appl.i.cati�an st�a11
camply �vith �eciivn �I �5 Q4 and;
]} sl�all cez-tify that the prc�aased suE�stzt�ute item will;
a) perfarm adeq�aately �he fu�action� and achie�ve the results oalled far by the gen�ral
desiga;
h] be simtlar in substance t� that spe�i�ed;
c) Y�e suited ta the same use as tha� specif�ed; azad
2) w�.l state;
a) fhe extent, if an.y, ta whzch the use of the p�t'ap�sed subs#itute item wiIi prej�d�ce
Coa�Cractor's achie�erzaeant of fmal completion on time;
b} �vheth�r use of the p�oposed substitute �ern in the Wo�rk wi11 requir� a cha� in
any of the Co�tra.ct Dacunrxents (ar in t1� provisiQns a� az�y vf.her direct coni�act
with Czty far other v�ork �n i�e Prnject) to adapt the de�ig�n to t�e prapns�ed
substitute item;
CITY OF FORT VJOR'fH
STAAID�.RDCpIVSTRi]��'IbN SpE�ipI�ATICIlr' DOCI)1vfSNTS
Revisi�n: $23la021
{!0 72 p� -1
GEMERAL CAhI p 171 �N S
Page Z3 af 63
c} whether incnrporatuan or use of the proposed sulasiitu�e item in conn�ctian wi�h
the V4�ark �s subject to payrnent af axs�r licens� fee ar r�yalty; ar�i
3} wi�l iclentify:
a} all v�riatirnns of the proposed substitute it�na from that specif�e�i;
b� ava�lable engir�eering, sa�s, rnaintenancc, r�pa7nr, and replacement s�c�ri��s; and
4} s�aIl cantair� an i�:miz�ed �stimate af all costs or cre�its that �viil resuli directly ar
indirectly frnm use af such subst�tute item, inc�dmg costs of redesign and Da�a�e
Cl�.im� af ather con.tractars affected hy any resultir�g change.
B. St�bsd�tute CQy�structiox�Nlet�tods ot'P�'o�edures: If a SpeCifLc rnesns, me#hod, tecb�tli�}r�ea Sequence,
ar pmcedure of canstruc�ian i� expressly� rec�uired �y the Cor�tract Dacurnents, Co�tra.c� may
furnish or �til� a substitute mear.�, xneth�od, technaque, sequ�nce, or pracedu�'� of �ot�ix��CfiDn
appr4ved by Gity, Contractor s�Zall submit sufficient znformati.an ta allaw City, i�a City's soie
discretiar�, ta detem�zn�e that the substitute prapased is ec�uivalent #Q that e�pressly called for by
the Gar�ixactDacuments. Contractor �hal1 make vvritten applicaiion to City f�x revi�w in the saTne
rnann�x as those pm�ided in Pa�'�graph 6.US.A.�.
C. City :� Eval�cr�tiar�: City will l�e allawed a rea.sanable time vv�n whi�h ta �wai�tate �ach
p�roposal or suh�it�al rnade pursuant to �aragraph� 6.QS.A and �.�5.D. Ciiy may require CQn�rac�or
to furnish addit�o�.a� dat� abaut the p�ropos�d substitute. City wi� be the sole ,�udg� af acceptabslity.
No "ar-equai' or siib5�tute w�l. b� o�dered, installed ar ut�iz�d uxatil. �iity's review is com�lete,
which wi71 �e �viden�ed by a t'.hange Ozder in th� case a£ a substitute a-nd an accepted Submrttal
frnr a�a "or-equaL" City w�l ac�vise Con,tracfar in wri�ng nf it� detern2ination.
D. 5'�ecfcal �aar�ar�te�e• City may xequire Coni�'actor ta furnish at �o�r'acta�'s expec�.se a special
performanee gvararrtee, warranty, ar uth�r surety �rith r�spect #o any a�xbstitute. Coratra�tar shcall
a�ader�anafy� and h�1c� ha�raless C'iiy �rad at��orae �irectdy�r ir�di��ctly ernpiayed by themf�am and
agazrastarayanr�all clair�rs, darr�agcs, ldsses andexpenses �i�cludiraga��arn�sfee.�) arasingoutaf
th� use of suhstai�cted maierials or er��iprnent
E. Caty's CastReimbursemerat: �ity will record Ciiy'� casts in e�atuat�ng a substitute �ropvsed rnr
subamft�ted by Contra�tflr pursuan� ta Paragr�phs 6.4�.A.2 and 6,05,I3, W�ether or nat CiLy
ap�raves a substitute so prapo�ed ar su�itted hy Caniractar, +C:antxactar u�ay be r�quired tc�
re��urs� City foz- ev�luatang e�cka sn�h pr�posed substitute. Conb.actar xnay also la� required ta
reimburse City £or the �harg�s far xn�.i�ing c�hanges in the Contract Dactunents (or in the �rov�sions
❑f �ny other dire�t cantract �.v�th City) resul�iug fxorx� the acceptan�e of each propos�d s�bstitute.
F. Cor� t�actor's Expense: Coaxtracto�r sfiall provide a.11 data in suppart of arry pmposed substifute �r
`<or-ec�l" at Contra�tar's e�pense.
CII'YQF ��AT VvOI�TET
3TANI]ARDCONSTRLICTI01� 5P${:IF[CATTON DDCT7±I�IE#�I'TS
Revision: 8�l
04 72 90 - l
GEhf�RAL C4ND17iG�N 5
P�ge 24 af 63
G. Cit,� S�bstatr.�ie Rearnl�urse�rzera �: Cnsts �s��ings or charges) attributahl� ta acceptance af a substih�.te
shall be incorpa�at�d to �lae Con�ract by Ghan�e f}xder.
H. Tirrae �xte�si�r�s:Na addilio�nal time wiIl be gxant�d for suhgt�itutians.
6.Q6 Car�c��nax�g 5��cor�rntclor�, S�apliers, and Others
A. Cott�tra.ctor sha.Il perfarm with hi� �wn arga.nizataan, vvorlc af a vahze z�ot tes� than 35°/fl of the
vaZue embrac�d �n #he Cantract, unl�ss atherw�e approved by the City.
B. Contractt}z• shaTl not employ any 5u}a�orxtractar, SuppIi�r, �r vtb.ex it�d�idttal �r entzty, whethcr
uaitially ar as a repla�ement, aga�nst �uv'horr� City may ha�c rcasonable objectyon. Car�trac�o�' sh�ll
nat t�e required �o empl�y any �bcon�ra�tar, Suppli�r; or other mdivadual �r enisty � furnis$ ar
perfarx�rz any of tl�e 'L�Tark a�a:iast whom Cnntractar has reasanab�e ab1ectian (exchiding tba�e
a�ceptable ta Ciiy �s �dicated in Paxa�gr�ph 6.06.C).
C. The G�,y nzay frozn t.�ae to time require the �ase of ��rtain Subcon�ractors, Supp�iers, ar ather
ix�.da�iduals or �ntities an t� proj�ct, and w'rIl pro�ide such requirer�ents in t�ie 5upp�ementary
Candit�ans.
D, 11�Iinority Busa�es.� Er�terprise �'ornplaar�Ge: Zt i� City policy ta �nsure the full and equ�ta�Ie
pax�ici�pation b� Minoxity Business Enter�r�es {MBE} in the pracurement of gaods and servi�es
an a contract�,�al�asis. If the Contract Daeuments �rovide £ar a MBE gaal, �ont�actar is z�e�uired
to cc�mply with fhe i�tent of the Caty's MBE �rdinance �as aznended) h�r the f�liowing:
1. Cantraet�r shall, upox� �request by City, px'ovi�ie coXa�plete and acc�ate infnrrnatum regard'mg
a�tval warir perfor�nec3 by a MSE on fihe Crna�ract a�ad. payrncr� f�►erefar.
�. Contractor will ncat xn�a�ce additions, deletions, ar sui�s�itutions o� accept�d MBE witha�at
written �onsent of the City. At� unjustif�ed change �r deletian shall be a rnaterial breach of
Cantract and ma.y resialt in deharra�ent in ac�oxdan�e with the procedures outlined it� �he
�rd�anc�,
3. Cantractor sha�, upa�x reque�t�y City, aik�w an audit andlor exarn-n,atian of any hooks, rec�rds,
aa- files i3n the passession of the Contractor th�.t will su�stantiate the act�al wark p�rformed by
azx MBE. IVlaier'ra1 misrepresentati�n af any xzattue will be grounds �f�r tertninatian of the
Ca�r�tract ian accardance with P aragraph 15. D2. A. A� s�h misrepr�sentatian x�aa.y be gr�unds
fnr dis���li�catinn of Contraotar ta bid �n futux�e eon�tracts with tl�e City �ax � pe�riad of
nat �esa tk�u� �hree years,
E, Contractor shall be fully responsible to City fox all a�ts and c�missi�z�s vf the Sutxontractors,
�uppIiers, a�d other individuals ar entities per�orming ar furni�hing any o� the �i7ork just as
Cantractox is respons�le far Canitractar's DWIl BCt.S 7I1� amissions. Nothing z� the Caniract
Documents :
CITY OF FORT WORTF3
STANDARDC�I�PSTIC[ICT[QN SPECTFI��TlUIV llUC[]MENTS
Itevision: �1
flQ�2aa-i
G�N�RALOpNQITI0M5
Page 2S vf �3
1. shall create for the bene�t o� any such �u�acontract�or, Suppli,�r, or ather individual or �ntity
any can4ractual rel�tionship b�tween Ciiy and any such �ubc�ntractc�r, Supplier nr other
individua 1 �r entity; n�r
2, shall creai� any ab�igat.iam an the part of Cnty to pay or tu s�e to th.e payment of any nxa�aeys
du� arry such �ubcontracba�, Suppl.i�r, ar othex �nd'rvidual ar entaty except as may atherr�rise be
required by Laws and Regulatians.
F. Cor�tractox sha� be salel�r respansible for schedu�ing and coo�dinating the i�Vourk of Subcantractors,
5u�pli�rs, and ather mdi�riduaJs az- entiti�s perf'ornaing ar fuz�ni�shuag a�y c�f'the �]Varkunder a direct
or indir�ct etmtt'acC wiG�i Contraetar.
G. Ali Su�contractars, Supplie�rs, and such cr#hex� ir�ciiv�id� �r ent�ies perrf�r.rming �r furni�hing axg'
of the �axk s1�ll �ainmurucate u=it:h C:ity t�ix'ough CQntrac#�r.
H. All 'Warl� perfcarmed �'�r Cantractor by a Sulxontracfar ar Supplaer �ill be pursuant to an
appropria�e �greement beiwea�x Contractor �nd the Subcaa�tractar ar Supplier �rhiGh sp�c'tf'�ca�ly
binds the �ubcantractor ar 5upplier ta th� applic�t�1� tertris and �anditi� of the �antract
Dacuments for the bezaef�t of City.
6.�77 �age Rrxtes
A. Duty to pay Prevailrrag FY`age .22ates. Th� Cantracto� shall cornply with ajl requirernec�.ts af
Chapter �258, Texas C��ermnent Code (a� amex�ded), mchxding the payirrent o�' nat less tl�an khe
rates cieternnined by the City Co�il af th� �ity of F�rt V�orth ta be Ch� p�e�ra�7ing wage rates in
a�cordance with Chapter 225$. Such preva�ing wage ra#.�s are included 'm these Contract
Dacumen#s.
B. Penadty�f'ar �iolatton, A C�z�acicor ar any Subcontractor wh� d�es not pay the pr�vail�g wage
sktaIl, upon demand ma.de by the City, I�a.Y ta the �ity $bQ for each warker employed f�r each
calenda�r day ar part �f the day that the w�rke�t is pai�l less thati the prevazlir� wa�e rates sti�ula.te d
in t�,ese c�nfract dgctunents. Tla� �aenall�y shall �e ret�ed hy th� City ta offs�t its adr�inistxative
costs, pursuant to Te�as Gavcrn�nt Cade 225$.423.
C_ C�mpdcaf�a�s of Yialatian,s a�cd C'ity Deterrni�.atio�a af Go�r� Cause. Qn rec�ipt nf informatiar�,
iu�c�ding a cc�mplaxnt by a worker, concerning an alleg�d viol�tion af �2.58.023, Texas
Go��rnmenf Cad�, by a Contractor ar Subcflntractar, t�e City shall make an initial
deterrni�atian, before the 31s� day aft�r th� date the Cily receives t�he infarmation, as ta whel�er
g�od cause exists ta he��ve that the vialati�n accurred. The �;ity sha�l nat.�fy i� writmg the
C�ntractc�r oz �ui�contractnr and any affected waxker of its itutial dctezxxwa�#io� CJ�pon the Ci�ityy's
deter�swaat� t}�t t�re is goad cause tn b�fieve the Contractar or Subcatrtrac�r has violated
Chapter 2258, the City sh�all reiain the C�all amtaurats claimed i�y the clairnant or claimants as tke
cliffer�nce �eiweenw�ges pairi and wages ciue under the pre�vail�g wage rates, such arnoun.�s being
subtracted fr�m succ�ssinre progress paym�ents pex�d�ng a fmal d�terminatian of t�e �iolatiaz�.
C1T�Y �P FQRT WORTH
5'I'A�A�nCDNSTRUCTi4N SPE��icAT�ON b6CZIM&NTS
Rcvision: 8�13rXf21
rtn �2 ao _ �
GENEF�4L bDN�I7I�NS
Paga 26 of G3
D. �4rlaitrataara Reqaairex� �Y'r.adataa�a 11��t��salver�. An issue reIatirig ta an alleged vialation of 5ection
2258.�3, Texa� Go�vernrne�t Code, in�hid�ng a penalty owe�i to the City or an affected�vorkep,
shall b� sub�itted ta biud,�ag arlaitratian in accQrdance with the Texas Cyeneral Arbitrati�n �.ct
�Arti�Ie 2�� etseq., Revised 5tatuies) il£ �►e Cantxactar or Sub�antrac�or and any affectedw�rker
da�� nai r�sa�e th� �s�ue by agareementl�e£are the l 5th day after r3�e dat� the City rnakes it� initial
d�tez�minati�n �rsuant ta Pa�ragz-��h C abo�e. I� flae persans required to axbr�xate un�ler this
seetifln �o nat �gree an an arbitrator be�are the l lth ciay afier the date that arl�i�ration i� rec�«ired,
a r�istrict cotxrt shall appvint � ax�i�ator �an the petition af any of the persons. The �:ity is not a
paxEY ��e �rbilxation. The decr��ian ancl a�vard flf ih� arbitrator is final ax�.d binduig on al1 parties
and may be �nf`arced i� any cnurt of �o�npet�nt jurisdi�dam.
E. .Rec�ra�s to bell�air�taan�d. The Contractor and each 5ubcontra�tor shall, £ru a period of three (3�
yeaxs £�llor�riing the date of a�cept�z�ce ofthe woxk, maintain xecards that shaw �i} the name and
occup.ation of eachwarker employed by the Contractar in the can�truction afth� �arkprnvided
for � this Cantraci; and (n� the a�t�I pex' d.i�m wages pai.d t� eachworker. TI1e recards shall be
ca�en at ali reasor�able hours far inspeciaion hy the Ciey. The pxovisians of Paragraph 6.23, Rzght
to Aur�it, shall gertain ta thi� inspec�a�
F. Prog�ess P�ymer��s. VLlit� each prc3gress payment cnr payr�roll period, w�Zi.chever i� less, the
C�ntractar shall submi� an a�'idavrt st�t�ng that the C�tractar has �ompli�d with the req�erne�t�
af C�apte�- 2.�.5$, Texas �o�rernrnent Cade.
G. ya ctarag of Wage Ra�es. The Caxatx�ctor shall past prevail�n.g wage rates in a coz�spicuous plac� at
all iim�s_
H. �a�bco�ttr�etot� Cam�a2iance. T%�e Conir•actor shall inch�de in its subcaniraci� andlor shall
a�herwise r�quire all af its Subcontractors ta comply with Pa�raagrap�as A through C'x above.
5.08 Pate�tt�ees a�td ��yalti�s
A. �ontractor sha.11 �aay aU licex�se fees and royalties a�xd assume a�l costs incident to the use in tE�e
perforzxxance af' the i�l�rk or the incorporati�on in tk�� Waxk of an� iwen�on, design., pracess,
praduct, or d�vic� whicl� is the gubjeet of patent ��hts vr �opyrightis �eld by vthexs. If a particula r
in�ention, design, process,praduc�, or d�vice is specified ir� the Con�ract Dacuments f�r use i� th+e
�erformance flf tihe Wnrk and if, to the actual knawledg� o� C�it�, its use is s�Ject to patent rig�ts
ar c�npyr�.ts calling for the payrnent af any licens� fee or royalty to oth�rs, the e�istex��e of such
rights shall he disclas�d b� City in the Cn�tract Dn�ux�aex�ts. F�i.lure af the City ta disclase such
inforination da�s zxai r�ii�v� the Con.tractar frorn its obligations to pay for the us� af said fees or
rdyalties ta a�ers.
B, Ta t�se fulXestexter�tperrr�itted byLa�►+� ctnd Reg�alations, Contrr�ctarshall i�de�� and hold
hrarmde.r�s City,���� ��.� �g����t �rr �ra��, c�sts, lasses, �a�ad drnrac�tg�s �rraclaading bzat nat dimited
fa a11 f�es and �ha�ges af �regYr�ee�s, carchif�cfs, ca�o rneys, ar�d atlae� p�a, f'essiaraads a�.d rxd2 �o�t
ar a�bftr�tian or ot�aer di�pute r�asndaatanr� cos�s) rxrising a�et af or reda�arag ta aray infpingement of
paient rig�ts �r copyrighfs rr�c�a7ent io the t�se i� i3Ze per�far�ma�ace oft�e Work or resuldiragfrom
CI7'Y OP' F4RT Vti�QRTH
STAN�7ARIYQOAi3TRUCT[ON SPECIFICATIdN Dt]CLIMEIVTS
Revisi�n: 8�]f�p21
UU72fl�-1
G�NERAl.C�7NQI71flN 5
Page �7 of 63
a�e t�corpo�ation i�. the PYark af arry iraverttion., desigrc, pracess, prada�ct, ardev�ce notspec�e�
in the Cantrac�.Doca�rnenfs.
5.D9 Permi�s �xad Zltdlities
A. Caratraetor �btai3zed pe�mit� and dice�ses. �ontractar shal� obt�in and pay far all canstiructi�ax
permrts and Jacenses except those provided f�ar in the �upplementary Coz�ditinns ar Cont�act
Dacuments. Cicy shall assi�# Contract�r, when nece�sary, in obtainsng sueh p�rmits and licenses.
Contract�r s13all pay a�l governmental charges and inspection f�es nec�ssary for the prosecut�o�n af
the �TVvrk �whi�h are a��icahle at �.ie time af apex�ing af Bids, ar, if there are zw Bids, an the
EfFective �ate af the Agreernent, ex�ept far perrxaits pravid�ed by the Ciry as specified in G.09.S.
City sh��I pay aIl chaxges of ui�7�iiy owners far c�nnections �'or provxdiag perruan�nt sext�i�ee t�o �he
�Liaxk.
S. �ty ol�tair�ed���rni�s arad �xcer�ses. �id.yw�il �b�ta.in andpay for aIl permits and ZiGenses aspra�rided
fox in th� �uppler�a��atary �'anditions or Cnntract Docurz�.ents, It w�l be the �an�ractor's
resparas�ility to earry r�ut the �rov�s�ons of the permit. If the Cantractor initiates char�ges to t�e
Coa��ract and the City appxaves the chang�es, the Cornr�actar is r�spaus�le for olrtai�ng clearance�
a.nd coord'uiati�zg witka the ap�'aPriate r��a�atary agency. �`iae City wi]I n� rejmb�se the
C:t�ntractar fa�r any cost assaciated r�vith these requsrements of any City acquired perzrrit. T`h�
followmg ar� permits tb�e Ciiy wili obtain if requ�red:
J.. Texas Departmea�t of Transpor�tion Per�nits
2. U. S. Arm3� Cor�as of B�gir�e�rs P ermit�
3. �exas �:vmnvs�ion or� Enr�iranrtaental �uality Permits
4, Railroad ��mpany Perxnits
C. �r�ts�t�andirag�ermias and dicer�se.s The City ax�taci�ates acquisition of andlar access to p�rmik�
and ]scex3ses. Ar�� outsta�cirnag parrr�its and licenaes are a�ipated to be acquired iu� accardan�e
vvith thc sc�edule set fa�th in the Su��xl�mentary Conditions. �'he Praject Scbedul� subz-�aitted lsy
tl� Corit�racior in accardanc� with the Car��ract Docume�Fs must aansxder am� vutstandi¢ag perrn�s
and li�enses,
b.10 Laws a� d Regudatia r�r
A. �antraetor shall git��e aU notices rec�uired by and shall c�mply with all Laws and Regulatiaus
app�ca[ale ta tl�e per�arn�x�c� of khe �TI7�rk. ExGept whexe athex�wi�c exp�ressly required by
applicable Laws and Regulatians, the City shall nvt l�e respor�s�ble fo�c� �z�onitoring Cantractar's
c�rnpli�noe vvith any Laws or Regulatia�s.
B. �f Con�ra�tor p�rfa�ns ��y W�rk ]�rxawing or ha�ir� reason t� lrnow that it is cantrazy to Laws ar
Regula�ons, Cantractar sf�all bear all claims, �asts, Iosses, and damages (in��uding but not .limited
ta all fees and charges af engineers, architects, attarneys, and o�aer prafessic�.�als a�.d all
CTI'Y OF TC}RT WC31tTfi
STAI�IDARDCUVSTRilGTI�N SPECIA[CATIOH DC}CT7�IP�"l'S
Revision: 8�31dpQ 1
on ��� oo- i
GENEf�A[. COItf1171�H S
Page 28 o'r G3
caurt oz� arbitratian ar a�icr dis�utc resoiuii�n costs� ari�irig out Qf or relaiin� i� slich �'Vc�rk.
XIo�rCvcr, it s�all nat be Contractor's rc�pansihility Lo mak� certain tY��t 1he �pecific.�.t;ions r�nd
Drawings ar� in accordaric� with I,aws and Re�i]��tions, biit tivs shall nc�t relieve C�3n�ractox of
Conlr�c��r's ob�atic�ns under Paragrap�a 3.02.
C. Changes ica I1aws or Regulations tiat Zrn.oivn at �he tir�� of opciLing nf, 13ids having an e�fect �n
f�e Gast or time af perfarmance nf' Lhe 1�V�rk m��y he the subjeci af a3� adjushne�t in C4nt�•actPrice
or Gont��.ct Time.
6.11 Ti�xes
.�4.. �nn � cau�ract awardcd� by thc Ciiy, an c�rgan�ti.an which �iali�es fa�' exexnptian pursuant to
Texas Tax L".od�, 5ubchapler H, Sectioz� 151.301-335 (as axaaer�ded}, the �antractc�rrnay purchase,
zent or lease all mater�aIs, su�plics a��d equipn�etrt us�d or cnnsumed in th,e perfoz-tx�a.nce K�£ tlxis
�antract by i.5suin� to his suppl7er an �x�rn��tini� certificate in lieu af t1�e t��x, said cxcm�tian
�erti�zcatc ta coz�aply �=ifli Sfate C�mp��oIlcr's Ruling .D07, Any �uch ex�emptinri c�rtificale i�sue�i
to the Contractar in lic�t of tl�e tax shall bc suhjcct tn anrl shall c�xzzply with the pro�i�xvr� o�� Stat�
Cfl�riptrc�ll�r's Rulin� .47.1, and auy athe� applicablc rt�irigs pertaining to the 'I'e�as '1`ax C.'nde,
�ra�ch�pter H.
B. Texas Taxp�xr�vks and inform�ttion may be obtaincd fmm:
1. Cornptroller nf Pubkc Acco�.nts
5alcs Tax Di��isiau
Capit4l Station
11usCin, '! �C 7871.1; ar
�. http:llw�vw.windaw.state.tx.usltaxinfoltaxf�rnasl93-�arm�.}�#x�i
G.1� rlse af Sife ar�d dthe�.4reas
A. Limitatian ar� Use ofSiaeand Ot�e��$rc'LLs:
1, Cnntractor shaJl Gon.f'zne cQnstr�.iction cqu�ipzxzent, the slarage c�f matcrial,s arid equiprnent, and
t11e o�ct�ations af worlccr� in the �ite and athex' zureas perrnitted �y Laws and Re�a.latic�ns, aqd
shall r�c�� ur�reasonal�iy en�ut�her thc 5zte and atller �reaswit�� cof�si��ictir�r� equi�ment c�r oi�er
material� or equipmcza�. Got�tractny shail. assunne full respork5ybiliiy �t�r azzy d�rncige to �ny suoh
l�nc� ��r� area, or to th� o��ner or nccupan.t tk�ereof, ar of any adjaccnt ��z1d or areasresulting
fxozn the perfarmance of tlac �Vork
2. At a�r �irrxc wk�eza, i.ta the jud�ient �fthe �ity, the t:nntractcYr has alastnicted nr cl�sed or is
�arayin�; on op�rations in a�artinn of a stx�eet, ri�]Zt-af-vvay, {7.t" ��1S�S��J�� �T'�cLt�I' tI13]1 l5
necessaryfar proper ex�culi«z� ❑f the '�Nark, the City may require ihe Ccyn.lraetor f.�� ��is$ the
s�Ution on whic}Z ap�rati�axas ar� in prngr'e�s laeforc work i� cc�mm�nced on any adc�itic�nal
area of thc Siie_
CI'l'Y flt� Ff?RT WORTF[
STAM�AkbCU.l'S'f�UCTIOh' SPEL;IFICA'I'I:lh i]C]C:[]4tl�.ti'f'S
R �ici nn. 8��021
QO 7Z Oa- l
��NE��cor�o�TioNs
Page 2? of 63
3. Shou�ci any Damage CJ.aim be made by an�r su�� owner ar accupant because of the perfarmance
af the �laxk, Cantractar sha11 pramptly aifernpt tv resvlve the Darnage Claim.
4. .P��sz�ar�t to ParagN�ph 6.21, Cantractar,�ha11 rndern�.if� ar�d ha2d harrraless �ity, frorn a�d
ugairast all cdaams, casts, lass�s, at�d dan�g�r arising �t�r of ar rela�irag to any cla axn or� actio�,
Iegr�I or ec�aaitable, b�o�ght by any such awr�er or aecaa�ant t�gairast Cit�.
�. Rernavad af Debras D�rang Perforr�r�ce of the �Yo�k: During the pragress of the �Var1c
�ant�actox s�U. keep fhe �ite az�ti ather arsas fr�e �6ram aceurnulatio�s of waste material�, zubb� h,
and oth�r de6ris. Rema�al and dispasal o� snch wast� materials, rubhi�n, and ather dehris sha�l
canform ta applicabls Laws anc� Regul��ions.
C, Site Marx�fer�nce Cl�anix�g: 2�F hours after v�rri�tten na�ice � given ta th� C:a�tracto�r that th�e
clean,up �n the ja� site is pz-viceed�ng in a naanner ur�satisfactory to the Crty, if khe �az�tractar fa�s
tn corr�et th� un�ati�factozy pracedure, the City rt�y tal�e such direct actian as th� Ciiy deems
appropriate to correct the cl�an u�a de#"ici�nci�s ci�i�ced ta �lae Cantractar in the wrieten. z�atice
(by letter o�r elecbranic �ammuni�cation), and the �vsts of such clirect action, pius 25 °/a of suc�
cosfs, shall be deducted from the xr�.anies due or ta ��came due ta th� C�xztractvr,
D. F�r�a� Site Ctearr�r�g: Pr�or t� Final Accept�nce af the Wnrk Contract,�r s�all clean the Site and
the V4��rk and ma.ke it ready �ar utilizai�n by City o� adjacentproperty awner. At the �am��e�ian
af the i�tTork �ontracior shall xernove from ihe Siie all taol�, a�lia.n�es, construction equipm�nt
and machin�ry, and surph�s material� as�,d shall restare ta �al con�n ar hetter a�. �roperiy
clisturbed by the 'L7L�ark_
E. .�aadiragStr���ur�s: Contractor �hall iwt load nor p�rmit any paxt of any stru�ture to be lnaded
i�a any rna.nner �hat wi�I. enda.�ge�r the structure, nar s�ll Contractar suhject any part af fhe Wo�rk
ar ad�acent praperry ta stress�s ar pressures that will enrianger �t.
6.I3 Recarr�Docr�m�nts
�. Cantractar shal] m�ititain in. a saf'e pZace at th�e �ite �r � a place d�signated lry the �nntractor and
a��rc�ved �y the City, ane (1} recard capy af' all Drawings, Speci�.caf�ons, Adden�a, �hange
Qrder�, Field arders, arid wri.tten interpreta.iians and cla.rifi�ations m gaad arder and a.n�atated ta
sb.ow char�ges made during const�tucti�n. 'These r�card d�cwnents togethe�r with �ll apprd��d
Samp�es and a caunterpart of all accepted Suhmittals �+�i11 �e available to City far referen�e, Up�
corrap�e�i.on nf the Wark, these recc�rd dacuments, any ogexata�n and mainterianc� �nax�val.�, and
Submi�tals wi�I he deJ.[vered to Cit�r pxiar ta F�nal Ins�ctia�. Gon�ractor skXall include a�curate
1tScati,ons f�r }�uried a.nd imbedd�d items.
6.1� �afet}��xrrd�rat�ction
A. �ontractar shaIl �e sal�ty respoz�sible far i�itiat�ing, manrta�g and su}aervising all sa.fety
precaution� and programs in conneciaon witli the Work. Such resgara�ibi�.i.ty does not r�lieve
Subcontractvrs o� their reapanszbility �€�r the safety of persons or praperty in the perfornnance of
their work, nor far cormpl�ance wi�h appl�cable safety Laws and R�g�lations. Gantract�ar s�a�IL
ctr� og �o�r wox�rx
STANx3ATtDCQA73TRt1CT14N SPECIFTCATL()N DOC[fM�iVTS
l�cviaion: 8lZ3Ia[121
aa �z na - �
GENEF3AL EONdITIONS
I'age 3 b of G3
take all nece�sary pre�autians far thE safety of, and shall �rn�id� t�e necessary pra#�ction ta
prevex►i darnage, irt�ury �r Ioss ia:
1. all persan� on the S�te or who may be affected by the W�k;
2. all the Wc�r� and Ynaterials and eq�aznEent ta be inc�Qz`ated tbEerein, whether in storage on
or off the Si�; anci
3. at�aex pxvper4y at the Si�e �r adja�ernt thereto, in�luding 1x�es, shrubs, lawns, wallcs,
pa�ements, roadways, structures, uti�iti�s, arad Crndergrau�d Facilities nat designate�l far
removal, .re�O�ati.oz�, or repl��erneni in the cauxse of cansix�zctian.
B. �antraeta�r si�all co�ly with a�l applicable Laws and Regulataot� relating to the safety af
p�rsvns vr praperty, nr fn the pft'ofeciian �f persons or �roperty frox�a damage, uzj�uY, ar' loss; atid
sha11 ereci az�d maintaxn all necessary safeguards for such safety az�d pzote��on. Cantractor s�ialL
n�ii�'y a�ners of adj�ce�xt pzQperty and of Undergro�d Fac�i.ties an� �ther utility owners rvhen
p�rc�secutian of the 17►�ork rnay affect thern, and shall cooperate with them i�a the pratectian,
removal, reJc�atian, and replace�nt af their gxoperty.
�. Contractor slaaJl carnpty �rith the applicable xequirernents o� City's safety pragrams, if any,
Y]. Corairact�r s�.tall infarm �ity of the spe�ific rer�uir�m��t� af �ontractax'S SSf��Y I���aT� ��Y,
wirh whtch City's eYn�loyees and xepxesentatives musf campl3F while at the 5ite.
E. Al� da�age, in.�', ar toss to anY pr'ogertY referred to in Parragraph 5.14.A.2, or 6.1�.A.3 caused,
directly �r izidinrectly, in wha1� a� in �aaxt, �y Coz�tractor, any Subca�sactar, Suppli�r, or an� ather
ind'avidual or enti�ly direatly o� indirectly �znpIayed hy arry af �hem ta perfo�m any �f tke �V��k,
or anyone f�r whose ac#� any af -th�r.� tnay be liab�e, shall be Xemedi�d by Ca�xxtracior,
F. Con�ractar's duties and respons�b�ities far safety and far pratecta�aza af the �TVvrk shall co�nCinue
until �uch ti�e as al.l the �iTarl� is cofnpleted ax�cl Ciiy ha� accepted I;�e �lUoxk.
6.15 Sctfet,� Re�rreserata �i.�e
ContraM.�tor shall inform City in �-iting of Contractar's desigz�aied sa�ely reprr�sezitative at the �i�te.
d.16 .�Yazard Corvrrn��teatioraPrograrr�,s
Contractox sh,a�I be responsibl� faEr coo�rdivaati�g azay exchang� af rnaterial safeiy data sheets ar other
haza:rd camrxauaicatavx� infnrmatian required t� be m�cle a�ra,ilable ta ox exchar�ged betweenar amang
�mployers in accordanc� with Laws or Regu�ta�nb.
b.�7 Ernergenci�s artcl.�a�l�ct�cairo�a
A. In er�aerg�ncies a�e�ting the safety ar pratectian afpersons or the Work ar praperty �tthe Site o�r
ad�acent thereta, Contractar is abli�aied to act tv prevent threatex�ed �larnage, inj�ty, or 1os�.
Contractor shall ,�itze City prarnpt written notice � Contra�tax belie�es that a�y sigt��a�t
CITYQF FQRT W�RTfT
STANB,�I?CUN5TRUCTfON SP&CiPICATIQhF DdCUM�NT3
Re*mision: 8{�V]47.1
UD72U0-I
GENERAL CDN[l IFION S
Pags3i afb3
chacige� ixi tb.e Work or variatians from the C�ntract Docuxx�ents ha�ve been caused th.ereby ox are
required as a result thereof. LfC�ity determines that a chax�e iza the Contra�tDacurr�nts is requir�d
h��au�e �fthe acti.on f.�lcen hy �ont�act.o� in 7responsE to such an emergency, a Ck�ange �rdcr may
iae rssued.
B. Shouid th� Can�ractor fail to respond to a reque�t from th� City ta re�tif'p a�y discrepancies,
ort�sions, ar carrection ne�essaryto canfozm with the requirements a� the Contract Docutxients,
the City shall g'tve the �ontrackor w�itt�n natice that su�h wark ar changes are to be perfa�med
'r'he writ�en �rrtice sh�ll direct attentian to the clis�repaiat aondition and request the Cantxacta� ta
take remedial action ta correct the condi�n. In the event the Ca�trac#ar does not �ake positi�e
steps tv �ulfaal tkAis writ�en rec�ues�� or does no� show just �ause f� not i�ar�g the proper actaan,
wzthm 24 hours, the City may take such remedial action with City forces o�r by coaitract. The City
shall deduct an a�nou�t eguaI to the entire aosts far suGh xem�dial action, plus 2S%, frnrn any
funds due or becozx�e c�ue ihe Contractor an �he Praject.
6.18 Subr�uttals
A. C.antractpr shall su�z�.ait required Subinittal� to City far re�iew and acceptance � accardan�e
wit� the accepted Schedule oi SubmitCals (as xequired by Paragraph 2.4�. Eacla s�azt�1 w�l be
ident�ed as Gity may reqw�re.
1. Subznrt num�er nf copi�s specified in t$e General Requirements.
2. I�atashown nn thc Sw�xnittals vvill �ae co�plete with respectto quantities, dm�ensi�ns, specified
�erf�z-rrxa�ace and d�si� crifer7a, matetxals, and similar ciat� ta show City the se�vices,
mater�als, and equipment Canixactor prcypases ta �xrovicie and ta ena.�l� City ta re�iew the
i�farrnati�m for the �mited pw�goses requ.ir�d by �aragraph 5.18.C.
3. Sub�xuttals submitted as here� pro�nided b+y Contracto�r and reviewed by City far
canfom�anee with t}.�e design concept sl�a�i be exe�u#ed in crn�'ornnitx witb� the Contr�ct
Documents unless atk�erwise xequireci by C�ity.
�L. Wl�n Sub�rnitta.� are submiitted far the ptu�ao�e �f shov�ring the installatian in greater detail,
�ir �evi�w shaIl nat excuse Ca�ractor firom �requirexnents sh�own on tla+e Drav�i�gs and
Spe�if'�atians.
5. Fa�r-Informati�m Onl� sul�xuittals u�on which the City is r�at e�.pected tn conduct r�vie�v �r
talce re�ponsi�+e aetzan rrray be sa identified in the Cor�tract Dacu�nants.
6. Subrxut requit�ed number of �amples specifxed a'�. the Spec�cations.
7. Clea.rly identify each S�ple as ta matet�ial, Supp]i�r, per�inent data such as catalog nunabers,
t�e use for which intended �� ather data �s �idty may require to enat�le City to re�i�w the
submittal fax the Iirnited p�urpases required by �ara�raph b.18.C.
CIT'Y DF F�RT WdRTH
STADIDA'�.I3C�N5Y&UCTI�N SPEC[FICATI6N DQCUMEN'i5
Re�+isi on: 81i3��10'Ll
OOTiUO-1
GEI4EI�ALCOfVdITION S
Page 3 � of G3
B, Where a Subm�it�al is required by ilxe Co�ztrac# Dacurnen�s or t�ie Schedule �f �ibrni#t�ls, any
�elated Wrnrk perfortr�ed priar to City's re�va and aeceptance flf the periinent su�a�xiittal wil� be
at the sole e��ense a�nd respansib�i.ty of Contractar.
C. City's �eview:
1. C�ty wi]I pro�itle timely xeview oi required Submrttals in ac�ordance w�th the Schedule of
Suhrx�inttals acceptal�le to City, City's review and acceptance will be anly to determine if the
ztems covered l7y the submittals will, aft�r insta.11ation or incorparatian in the �ark, canfo�m
ta th� �f'ormation gi��n m the C.oia#ractDacumenis and be caxn�patihle with tt►e design c��pt
of tk�e coxmaleted PrQject as a£unc�ioning whal� as indicated by the �ontraet Docutnents.
2. City's revi�w and aecegta�ce will not extend to mean.�, metlwds, techniques, sequences, or
procedures of corwtruction (�xcept where a p�rt�c�alar meaz�s, rnethad, tech�vique, sequenc�,
�r pr�cedure c�f �4nstructioz� is sp�cifcally arui expressly called far �y the Contraot
Docwnents) oz- tQ safetyprecautians ar prograrns incicient thereto. Th� review and acceptar.�ce
of a sepaz�ate item as such will nat irtdieate a�oval a� tha asserr�hly in which the i.tezzx
functions.
3. City's review and accepta.u�e shall not relieve �ontractor fr�m respons�b�ity fo�r any
variai�n from tt�re requirements of t�e Can�ract Documents unless Cantractor has crn�nplie�i
with the requirex�zxt� of Se�tion Ol 33 04 and Giry has given uzri�ien acceptance of eack�
such variati�on. lry specif'ic written natation there�f inGorporai�ed in ar accompa.nying the
Sutmaittal. City's zeview an�1 ��ceptan.ce sha�I zaat relieve �ontrac�or %orn re�por�lb�r fox
cnmplying rx�iih the requir�rne�ta of �he Co�►trac# Docu�.ae�t�fs.
6.I9 C'arttinuang i�e YYar�r
Exc�pt as �therwise pzovidecl, Contractar shall canry on the V�ork and �dhere t4 the Praject �chedul�
during all dispute� ax di,sagxeem�nts with Czty. No �ork shall be �ielayed or post�wnecF penclmg
resaluti�on af axry disputes o� d�ag��ement�, ex�ept as City and Corrtractor may oth�rwis� agree an.
vvr�tir�-
6.20 Car��r�xctar's Ge�eral YYarranty �rnd Gar�ra�tee
A, Contt�actar warrai�ts and guarantecs ta Czly that alI W'ark will be in acc�rdanc� witk� the Canta'act
Dtacurnex�ts an.d will not be d�featiw�. �ity and its officer�, direct�rs, members, �aixixaex�s,
emplayees, agents, icrosultants, an�d su�contractars shall be etxtit]�d to rety on representatian af
Contra.�tor'� wazxanty a�ad guara�,
�3. Cnntractar's warranty and gu�rantee her�und�r exeludes defe�ts or damage caused by:
1. abuse, madification, �r ir�n�opex rn,a.jnt�nance nr apezat�ian b�+ persans ather than Contractor,
Subcox�tractars, Suppliers, ar any ather mcln�idual ar en-�ity f�r vvho�m Co�tract.vr is
responslble; ar
CITY OF F4RT WpRTi3
STANI3,�.[LLYCON3TRUCTION SPECiPICATIUN DOCL,R�iENTS
Rec+ision: 5�3�21
U�i2D0-1
G�i�ERALGON01TI0N S
Page 33 af fi3
2. normal �rear and teax under �orrnal usa�e.
C. Coxitra�tor's ab�gatzaEzz to perform a�d �oz�nplete the V►�flrlc in accardanGe with the C�ntract
Dacume�ts s}�all he absc�luie. Nane nf the follawmg [�V]Il COI15�e Sll SCC�I3�CE {3��OT� �73t ]5
not in acc�rdan�e 4vith t�e Coartract U�cu�nents ar a relea�e vf Ca�,�rac�r's abligarian ta perFo�m
ihe �Torl� in aceardance with the �ontract Documents:
1. r�bser�atians by Gity,
�, recornmendatian ox payment by Ciiy of az�� Iaragxe�s �r fmal payrnent;
3. Y�ie issuance flf a certif'r�ate nf Final .�4.��eptan�e by City or any payzneni re�ted th�reto by
�rtY�
4, use or occu�ancy QF the Woxk ar any pa�t thereo� kay City;
5. anyrevi�w an�i a�ceptance of a Submid.tal by Cnty,
6. any rnspectian, test, ar approval hy athers; or
7. a�y conrecdan of �fectir�e Wark by City.
I7. The G�mtract�r s�all remedy any dcfects ar damages izx the 'Work ar�d pay far a�y damage to
ot�ez wark ar �o�erty resuliiug there�iraxc� wh�eh shall appear within a pex�od of tw� ��) years
fxom the date af Final Acceptance a.f"the 'Wa�k u.nless a�nger �riod is specifzed anci shal� furnish
a good an�l suf�cier�t x�na.ir►tenance homd, c�mplying with �.ae req�uire�nents of .ArtiG1�
5.�2.B. Tk�e City �°�ll gi�e n�tice nf ob�erved d�fects with reaso�able prcc�rn�ness.
6.21 Inde rinxiificatinn
A. Contz�a�tor ca�venants and agrees ta indemni�y, hold harmless and dcfe�rd, at its nwn�
expense,th� City, xt� a�cers,se�r�vants andempInyees,from �arl ��aiw�ta�y and all claii�
ari�ing aut n� ar alleged ta ar�se nut af, the wnrk snd sei�vfces tn ioe per�ormed by the
Cantxactar, it$ a�icers, a�ents, �cmplayees, �ut�c4ntractvrs, li�en�es ax iurvitees undcr this
Cantract. THi� TNl]FMNTF[CATIUN PRO'L7��roN I5 SPECTF�CALI�,y rn�TF�vnr+.n �
nF��z a�•�: a�vn RF F�� N,c��,i VF: FVF-t�i, TF TT IS AL�LEGEb dR PRO�;1V TAAT A Y.i.
,
' . 7'�txs indernnYty
pro�isioz� is zr�te nde d tn include, withou�t l�mi.ta�ion, ind� nanuit�7 far c�s ts, expenses and Iegal
fees inG�nrcd k�� the City in rlef.eixding agai�ns� suCh cl�ir�ts ��d ea�ses �f act�nns.
B. ContraGtor�.ove�aantsandagr��� t�fndemnifyaud hoIdharttilesa,ati�is ovv�expens�,t�eCity,
ifs afficers, sea-va�nts and employe�, fr�m anc� ag�inst any and all loss, d�mage or destruction
ofproperty of #�� Cfity', �rising aut ofy or �lleged to arise out of, the waxk a�nd �ervices t�a he
pe�oXmed by the Cantr�ct�r, its a�cers, agent�, employe�es, subconfractars, licensees nr
invitee� un�er t�n.as ��nt��t TAT� iNDEMNiFICATYdN PRCIViSr�N YS
CITYflF PDEtT WORTFi
5TA1�7DARLiCfl1'�TRUCTIbN SPEC[FiCr1TIQN D�CU'A.iSNTS
Rcvisitm; 8�3/Z(�I
aor�aa.i
�Enr�R�a�car�oiTia� s
Page 3d af 63
Iil s r �11 1 1 i' ;. =►1 � i J►
� � � ': � ► ■: �: #lJ � e 1_11 i Ik � �:�
� ► � � L ■ • l �1 � ' 4 i f � � � , ! �
►
� � ■
4.22 D�legat�r�n o, f'Pr�fessioraal Desigr� �'er7zices
A. Contractor will not be required tc� p�ravide prafessional design serv�ices uziless such serviaes are
specifically requ�ed by the Cont�actDacuments for a porCion �f tJ�e VL�o�k or tulles� such services
are required ta carr�aut �ontra�tor's zespc�x�s�ilities far constnzctiaaa meax�, �ethnds, techt�iques,
seqr.�nces and �,racedures.
B. Xf professiazaal design services or cert�ca�ns by a design prafession,a� related to systems,
materials or equiprnent are specifcally required af Cantractor hy the Cazatract Daeuments, City
Will SJ�eC]�y a]� p�XfQY111�]�C� &T1C1 C�Sigt] CPItC�I� �t SliG�l S�TV1C�5 Lt1USt SS#18�. Corttxactat� shaIl
cause sucb. sez-v3ices or cert�"�cations to be �rovided b� a praperly li�ens�d professional, whas�
signatexre and seal sl�all appe�r an all drawmgs, Ga�Culat�sns, specificatians, cert�cati�zas, and
Submit�als prepazedby such prafessionaL Suhmi�ls rel�ted ta the Wurk designed ar c�xtafzed by
such �rafessinna[, i� prepared �y others, shaI� bear sucla prafessia�na,l's written approval wh�en
�ubrnit�d t� City.
C_ City shall E� entitled ta re�y upon t�e ad�quacy, accuracy and �ompleteness of the sazvices,
cert�'�caiions ar appxa�a.ls perfarrned by such desigu pxofessionals, provicled City has spe.�ifi�d
tv �vntra�tor performance a�d design cr��ria that such se�°vices zzwst sa�isfy.
D. Pursuantto tihis Paragrapl� �,22, Ci�ty's xeview and acceptance of design calculaiioms and desigz�
drawings ,w�l be only f�r fi.he �imited p�upos�e af �hec�C1C� �QT C4��iI71�21C� WICI1 �Y'�OI1T1$i1G� c7�
desi.gn� criteria gi�ren and the desi�gn con�ept expressedin the Can�ract Documents. e�.y's review
a� acceptance af Submittals (except desigm cak�,lati�ns and desi� drawing�] will �e anly �Qr
t�e purpose stated in .P aragraph 6.1$.C.
6.23 Rig� f t� �str�dit
A, The C�r�Yxac��r agrees �t tkYe Ci�y shall, unt� tbe expiration of three (3) year� a#'ter fiaal
paYment ut�der t�is �o�tract, ha�e a�c�ss to and the rigkkt t� examine and �ho�acopy an3r darec#�y
pertinent baol�s, docwnents, p�F�rs, and recards o� tta� Co�rxtractor i�a�oh�ing �xansactinns re�a.ting
ta this Conixact. �anbractar agrees th�t the City shail have access during Regular �rVarki�g Hours
ta all nec�ssa�y Cant�actox facziix�es and shall �e provided adequate and apprapri�te vsrork space
�t ardez- tv candu�t aud�ts in compliance with th� pro�isians of this Parag�aph. The City shall
gi�r� C�tztracta� reasona}�le ad�+a.nee �tot�ce o�itrte�ded audlts,
B. �vnt�a��r f�arther agrees to mchzde in aIl i�5 subcnntracts }aereux�der a provisiQn to t1�e effect that
the subcantractar agrees that the City �ha�, until �he ex�iratzon of tbree (3} years a-fter fina.l
pay�ment unaex th� Cort�ract, hav� a�cess ta and the rigi�t to examarae and ph.otnca� ari� �iirectly
pertment b�oks, e�oc��ts, l�apez�s, and recards of such Subcoa�tra�tar, invalving �raz�sactions to
the subcontract, and fUxt�er, that City shaIl have acc�ss during Regular �i7arking Haurs tn �.�I
cim� o� �aRT waRTx
STANDARDC�TRllCT[DH SPECIF[CATFOiV �pCUIviLNTS
R,evisian: 8�J.0�1
�p7200-1
GEI�ERA��ON�ITI�NS
Page 35 of G3
Su�coniracto.r fac�i#ies, and shall b� p�a�rided adequate and ap�r�priat�e work spa��e in o�rder to
cnmcluct audits in coxnpliance �ath the pravisions of thi� Paragraph. The City slaall g�rve
Sub�cmtractnr reas�nab�e ad�ra.nce �oti�e o£ iz�tencled audits.
�. Cont.r�ctar az�d �uhcontractar a�r�ee to �tacaPY such docurn�rits as may be xequestedby ��e City.
The Crty agr�es tn reim6urse Con�raetar far the cost af #he copies as foIlows at the rate puhlis�ed
in tkae Texas Administra�e Code it� eff�ct as of the ti�x�e copying is performed.
6.24 �oradiscr�arr�inati�t�
A. The Cii3� �s �respa�nsibl� fo� c�peratiag Public Tran.�portatzon Pragrarns �t�c1 ixr�plem,erakiug transit-
re�ated prvjects, which are fi�d�d in part wi� Federal fin�ncial ass�stance aw�rded by tf►e �L]�.5.
I]e�eaat af Transportatinn and the Federal Tran��t .Adnvnistratian (FTA), wi�haut
ciiscriminating agamst any p�rson in tlae Llnuted �tates on �he hasis af race,calor, or nati.o�aa� ori�n.
B. �'atle V1; Cauill�gD�ts �ci o,�'1964 �s arneraded: Contractar shall carrr�ly with the r�quir'ements of
t�ie Act and the Regul�.�ions as furlh�r de�ne� in f,l�e St�alementiary Cox�ciitions far any p�raje�t
recei�ring Federal assistance,
ARTI�:'LE 7—�Z'KER W4RK AT T�.S�'�'�
7.�1 Redated Work aiSite
A. C:ity �naay �aerfarm at�er work rel��ed ta the Prnject �t the �ite with City�'s en�tpl��ees, or other
City corrtracta�s, ar thrnugh other dr�ect contracts therefc�r, ar have r�t�er wark perft�d hy utility
awners. If such other urork is �.v� nvfied in the �ontra�t Dacuxnent�, tk�e�a w�l.ten noiice thereaf
will be giv�n to Contractor pricnr to startmg any such criher utark; ar�l
B. Ca�tra�tar shall ai%yrd ea�h vther contract,�r whr� � a�arty ta such a direc# conir�ct, ea�h utility
owner, and C�y, if City is pex#'ot�vt�g other wark with City's ernglayees or athex City �ont�actoxs,
Proper ax�d safe access ta the �ite, provide a reasonable apporl�mity far the mtroduction and storage
of rna.terial� and equipment at�d the exeeutian af such ather worl� and properly caord�atc the
'L7i��rk with theirs. Cantractar shall �a all cuttiug, fitt.�ag, and patchung af the Wark that rnay 6e
r�quired to pxc�erly connec# ox otherwise make it� se�eral parts aome tngether and properly
integ�ate with su�� a#her work. Contractor shall nat enda�a.ger an� wark of others b� cut#irtg,
exca�rating, ar atherwis� ait�ring such work; �aravided, however, tha.t Contractor may cut or a1Cer
athers' work rurth the wri�ten cansent af City ar�i the ath�rs w�wse w�'k wil,l h� affected.
C, If the proper executi�n or results o� an� part df Co�ntxa�t�r's 'L�ork depends upon w�rk p�rfn��rrzed
by vthers under this Article 7, Cantrsctor shall inspect such a�her work and proxnptly report to
City in w�iting any dela�s, defects, o� defici�r�ci�s ix� su�h ather work that render it unavv�ilab�e
or unsuita,ble for the proper e�eaution �c� resu�s of Cox��ractar's Work. Cox�a.ctar°s faihzrr� to so
re�aoxt wiil constitufe an acceptance of such other wark a� fit ax�d proper far integratioxi. with
Can�txctrnr's �Vork ��cepi for �atent defects i� �.e �arl�pro�rided by athe�s.
C1TY�C1F FORT 4VORTF3
5TAi�P.4Fl17CQN5TRUGT10N Sl'ECIFTCATIDhf D(}CUMh�FT3
Revisian: �1
d(I 72 p{4 - l
GENERAL GdNb ITlO�f S
Paga 36of63
7.�� Caardination
A, If City intends to �or}tra�t with a�ers �ar th.e perf��mance of ather wock o�n the Project ati th�
Site, t�e fQllowiz�g wi]i be set �'�rth iri Supplemeniar�+ Cond�ions:
1. the iudivicival ar en�ity who will have autharity and re��ansibility frnr caordina�ian of the
acti�ties a�mong thc �arious contra.ctors w�71 he identif"�etl;
�. th� specif�Yc matEers to be cavered by such au�rity and z'espansibi�lity will be itexnized; arui
3. t�e extent vf such authority and respons�iIities v�Ii be provided.
B. Ux�ss ot�aexwise provic�ed �a. the Supplemeutary Coz�d.it�ar�, City shal[ have author� for �uch
coardznatiaxz.
AR'I'�CT�E $ -- CITY'� RESPONfSIBILITIES
$.OI Commr�nacations to Gon�rractar�
E�.c�pt as o�erwise provided in the Supplementary C�an.diixar�s, City shall issue all cvmrr�unications
to Cantx'act�r.
S.U2 F�rr�ish �ata
City s�all t,�mely furnish ih� data required under the Contract Zlacuxnents.
5.�3 Pa}� F�er� �ue
Cit� sball znak� payment� io Canix�actour in aceordance w�h AY�icle 14.
8.04 .�arads atad Easerr�nts; �2e�arts cxrad Tests
City's duties with respect to provid�ng I�nds and easena�x�ts ar►d providing e�gin�eex�ng sunreys ta
�stablish reference pomts are set forth in Paragrap�s A�.O1 a�t�d �.fl5. Paragr�ph 4.�2 re£exs to Ci�+'s
�iden�yi�g andma.king a�ailable tv Gontx�aGt4r capies af reports of expbrations and tests ofsubsurface
candiiions anri �lrav�ings �f phys�cal candit�ons relating to �xistang suzface ar suL�urface sta-uc�ures at
�r contrguous to the Site that laave been utilized by City in praparing th� Contra.ct Doeumer�s.
SAS Change �t�ders
City sha31 exe�ute �hange �rders in a�ca�rdance with paragraph i�.03.
�.05 �nspectiatrs, �'e�ls, and Approvals
City's ��spo�nsib�ity wztb. Xe�pe�t to certam inspe�tions, �es#s, ��zd approva� is s�t forth in Paragraph
13.�3.
CITY flF F�I�T WpRTH
STANDdRLSCONSTRU�'�IQN SP8CIPICATION AC]CUPrSLATI'3
R�vision: 8�f1�1
OQ7244-I
G�MERAL COi+laITION S
Page 3? af 63
8.�`7 �imit�i�ior�.s on C��ty's �2espanral�adataes
A. The Giiy shall nat supervise, direct, ax have can�ral or autlaori� aver, r��r be respans�ale for,
Cac�tractar°s means, xnet}�ods, te�hniqtaes, 5eL]L1e11C�5} Or' �lTflCeCLl1T�S �� CO3L��i."l1C�iQI1, Qt �30 SS���
pxecat�tions and programs incider�i t�ereta, oz� �or anp faih�xe of Co�tractor w coz�nnply w�h Laws
a�d Reg�latinns app�icable to the perf`ormance �f the �?L�orl�. C`x1y w�l nat be res�mstbl� fax
Cantraciar's fai.lu�re ta perfar�n the �Ti�ark in aecardance wit�a tiae Corntra.ct Dacurnenfs.
B. �ity will raatify the �ontractar nf applic�.ble sa�ety �alans pursua.nt ta Paz�agraph �.14.
S.d8 ��r�as�dosEd�azaridoz�sEnvironxner�tad Caruiation
City's x�sponslbilit�y �i.th respect to an �ndisclas�d Hazardaus Euviranm�ntal Co�.aditaarx is set forth
in P aragraph �4. 06.
�.d9 C�mplrar�c�e wit�a SafEty �rdgrrxr�
While at the �ite, City's emplayees and re�resent.a.t��+es siaall comply with the specific applicala�e
requirex►aents of Contractar's safety prflgrana�s af which City ku�� heer� infac�ed p►rrsudnt t❑
Paragraph �. �4.
ARTXCLE 9--- CITY'S [lBSERVATYaN STATUS DURIN� COIYSTRUCTI(a1ti1
9.Q1 �'ily's Prr�ject�4lar�ager
Cidty �v�ll �rovid� an� or more PraJect Mal�ager(s) du�uag the Consti�ucti�n periaCl. The duties and
respa�sxbi.litai�s a�d the ]ymi�ati�,s of azrthority af City's Praject Mat�ager during crnastruction ar� set
fc�rth m the Contract Do�utnents, The City'a �roject M�nagex for this Coratract is identifted �in t}a..e
Supplernexit�xy Conditions.
9.02 Visits ta ,5"ite
A. City's Project 1Vlanager w�1 make visiots to the Sit.� at intervals ap�arapriate to the various stage�
of consttuctia�n as Cxty de�ms nec�ssary in order tio observe the progress that has been rnade an�
tr�e qua,i�ty of tf7e �ariou.s aspects wF L'ontractor's executed '�'+Vork. Based orr �nforn�ation
ob�ta�aed d�ag such vssit� and observatinns, Ci[.y'� Praje�tManagerwi� deier�miaie, in gen�ral, if
the 1�o�k �s pxoceediug in acca�rdance w�h the �antract I]a�umcx�ts. Czty's Proj��t Ma�a.ager will
nat be requi�red ta make exhaustive or conti�auaus inspections �n the Site to che��C the quta.iiiy ar
qvantity af tb.e �ark. C�ty's Pra,ject Manager's effa�rL� v��1 be direebed toward proWicizng City a
greaker de�e of canfidexAGe that t�'i� �ompleted Work �vi11 confc�r�m generally i4 thc Corrixact
n��.
B. �iiy's Pz�aject Manager's visi�s axtd ohservations are subject to all the ]an�itatia�s on aut.hority and
resp�ns�b�ity in the Gan�'aG� l�o�umez�ts inclt�ding those set forth ua Paragraph
8.07.
CITY Ol7 FOR� ViFQRTH
S'1'ANDARDCONSTRUCTIOW SPECIFICATI(1N T]l7CijhIENTS
Revisio�: &Lt�021
0072p�]-1
GENERAL COidaf7lC]N 3
Page 3 $ qf 63
9.�3 .�a�tharazEd Yariations in �ork
City's Project Mazaager Ynay authori�e minar �ariations in tihe Vi�oz-k from the requirement� o� tla�
Contract Documents �hic:h da not invalve an ad�trnent iri f1�e Can�xa�t Price or the Cantract T�ne
and are campat�le with t�a�e design c�ncept of the compleied Praj�ct as a function�.g whale as
�adi�ated by the Coatra�t Documents. Thes� xnay be ac�amp�ished by a Fi,�ld Or�er and nvill E�e
l�ir�dia�g a� City and also on C.�zatractar, who shall perform the �Tark in�alved promptly.
9.�14 Re,jectingDef'eetive YYork
G`ity will k�ave auib.ority ia r�ject VVork whi��i City's Pro,�ct II�Iattager bekeves to be defect�, or will
not produce a compl�t�d Project that caz�fon�xas ta the Contract Dacuments or that will prejexdiae the
iu�tegcity of the des�igu conccpt of the completed Project as a funGtia�ing who�e as vndicated �y the
Cantract Da�uments. City v�n1l have autharity ta condu.ct spec�al inspec#ian nr testing of the VLtork as
p�rovided �n Artic�e 13, whet%er or not the '�►�ork is f�bricated, ir�talled, �r �omplet�d.
9.a5 Deterrraa�aa�ions fo� .Work.�erfQrmed
Ca�actax u�iIl determine the �.ctuaZ quantities and class�cat-i��.s af'Work perforrned. ��[y'� Project
M�rtag�rwill revxew with Ga�rtractar the prelirnazaazy determin.atinr�s an such rnatters b�fore xandering
a written re�o�x�mez�datzan. City's written dec�sian will be �u�al {except as modifi�d to r�fl�ct c�anged
factual cflnditiox�s or x�aao�re accurate data].
9,�+5 17e�isians arzReqr�ar�ertaents of Cora�rae��ocararaen�s anca"Accepirxhidiiy a,��Yar]'c
A. City w�l. }�e the inrtial mt�rpreier of t�e requirements of the �antract Documents �nnd judge af the
acce�tability of #�e Wrnrk th�reuuder.
B. Cxtyw�l x�nder a�rritt�n dea�ion Qn any i�suc: refe�red
C. Crty's written decision an the issue referredwill be �'zzaal and hinding or� the Coaakra�tar, subject
to the pra�ions of Paragraph 10.06.
A.�TICLE 14 —�HA�GESIl�T'Ir� WOR�; CLAIMS; EXTRA WQRI�
1 U.�] �9aathorized C�atages ir� the �'ork
A, �i�aut in�alidating the Co�tract and wi�laaut naf.ri�e ta any surety, City may, a� any time or fram
tuaae to tinae, o�der Sx�ra V�otk, Upon raotace o�' su�h Extra Wark, Gantract�or shall promptly
proceed with the Wark invfll�ed which will 6e performed und.er the applicable candi�ions of �e
�a�tra�t DoGuzz�r�ts (�xcept as o#herwi�e speci�cally pra�ided). Extra Warrk sha11 he
memariali�ed hy a Change Qrder whicl� x�ay or z�nay nat precede an order of Extr� w�rk.
B. �ar Ynmor chang�es of �ork �at requic-�ng �hange� to Cnntract Tizne or �ontract Price, a�'ield
Qrder may �e i�sued hy the Ciky.
crrY aF ���x wox�rx
STAR[DARDC01d5TRU�TTON SpSCIFiCATI�i�[ I]pC[J1�ENTS
Re�isian: 8�3I�1
oa �a oa- i
GEN�RALCbNDITION 5
Page 39 af 63
1�.�2 �r�a�thariz�d Ch��ges ira #he Wark
Cantractor shall not be entitled to an increase i� the Cantr�ct Prics or an extension of #he �tract
Ti►rte �with respecttn any work perform�d that is n�t r�qu�ed by tYie Contract Doeum��ts as ar�.ended,
�odi�d, c�r supplexnented as provided ua �aragr�ph 3.�4, �xcept in the case n�' an emergenc� as
pxa�+ided in Paragraph 6.1?.
I�D.03 F.�rec�tion o,�'C�a�.ge ��ders
A. �ity and Con�tract�r shall execute appr�pYtiate Change Orde�s cr�vering:
1, ehange s m the Viror� whi�h are: ��� orderec� by Ciry �'suant ta P aragra�h 1[i. 01. A, �u`} rec�uire d
l�ecause af a�ceptance af d�fective Wark under Paragraph 13.�8 �r �ity's correctia�n af
defecti�e Wark unc%r Paragraph � 3.�9, or (iri) ag�reed ta �ay the parties;
Z. �han�es in the �o�ntract Price ar Gontract Time whi�h are agreed to hy the parti�s, inchiding
any undi�puted sw�n or arnolmt of time far Wark actualiy performed.
1�. 04 Extr�a T�Ya rk
A. Shauld a diff�rence arise as tn what does ar do�s nat canstituke Exixa W'ork, or as to tl�e payment
therev�, andt�e City itasisrs upon its perf�rmanca, th� Cant�ra.ctor shall proce�d with th� work after
malang written request far wriCten orders and shall keep a�curate account ofthe actual reas�na}�le
cast thereaf. Contrac# C� regarding Extra. Woark sha�l be made pursuant t� Paragraph 1Q.U6.
B. Tk�e C�ntractar shall fi�rr�ish the �ity snch installati�n recards afa1l d�eviation� from the ori�inal
Cartlract D�cunnents as rnay laa necessaryio enable the City to prepare faor �Sernr�r��nt rect�xd a
catrected sei af plans sho�via�g #�e actual in.�ta�atian.
C. The ��mpensati�n agree�i upan for E� �►Tork whether or nat ini�iated by a Char►ge nrder shall
be a fu1l, ccnnpl�te and final p�aymer►t far all c�sts Contractor ulccurs as a�'esult or relat7ng ta the
chaxige or E�bra �Vo�'k, v�hethex' said costs are knovan, uul�own, foreseen or w�foresect� at that
tiu�x��, xnelLiding withnut limitatian, any costs far de�y, extended averheaci, ri�ple or impact cost,
or any other effect ori �hanged or uncha�nged wark as a r�suJt af the change oz Extxa Wrn�.
� U.�S �ITot��cation ao S��ety
Tf the pr�visions a� ar�y �ao�d require n�tice tn be giveu ta a sttrety of a�ty change af�ecting th� gene�ra.�
scape af the ��rk or ihe pr��ivz�s of the Contract T3vcu�ents (including, hut not lirnited bo,
Contract Pri�ce ar CQntxact Time), the �ving of arry su�h xacrtice wr71 f�e Cantractor's responsbility.
The amount of each app�Zcable band will be adjusted by i:�e Contr�ctor ta reflect the affect of �y
such chaz�e.
CIT 1' DF FORT WOTiTH
$'I'AiVDARI}�i+15TRU�T1DiV SFBCIFICATjQN DOCY7rA'�NTS
R�.wisioa 8123I,�1
oo��na-�
GEhIERALGQNQITIflN �
Page 44 af 63
t�.�� cd����t cr�� ������
A. Caiy's Decrsia� Reqaai�er�: All Co�#�a�t Claims, except tho�e vvaived pursuant tn Paragrap�i
14.09, shall b� refexxed ta #he �ity for decision. A decision by City shaIl be requ.ired as � co�ditifln
precedent ta a�ry exercise lay C�ntractor of any r�ights ar remerlies he may otherv�ise �ave un.der
the C�ntract L�ocumeuts or by �arx�s and �egalations in respect of su�h Contract Clairns.
B. Natice:
l. i�ri�ten natice �tating the general z�ature af each �a��ract Claim �hall be c�lz��red t�y the
Co�ntractor to City �o ]atier than 15 days a�terthe start af the e�vent gi�ing x�se thereto, The
respons�ility fa substantiate a Cantract Clairn shall rest with the party rna�ix� the CQntract
�laim.
2. Notice af the axr�ount or exte�rt of the Contract Clairn, ;�itl� supparting data shall be delivere d
� the Cnty on 4r be�oz�e 45 days �rvm the staz-t of the e�ent gi�ing risa therGta (unl�ss tlie �ity
allows addi�i�al time for Ca�tractar io submit a�d�tional ar zxzore acc�urate data in suppo�t af
such Contract Clai�a}.
3. A�antract C)a.i�n �or �n adju�ttxaexa.t iz� Ca�traCt Pri�e sbEall ba prepar�ed in accorclance with
t�e prwisians of P aragra� 12.. � 1.
4. A Ccm�ract Claim for an adjustrnent in Contract Tirxxe 4ha1I be prepared 'm accordan�e with
the �nro�asi�az�s of Paragra�ah 1�.02,
5, Each C�ntract Claim shall �e accornpanied �y Contraetor's wri�ten statement that the
adju�tmezzt G]a�ime� i� the entire adjusixn�n� to which the Cantract�x belzeves it is entitled as a
result of said e�ent.
6, The City shall submit any reapo�ase t� the Canntza�tor within 3� days after receipt af the
ciaimant's last sul�miftal �waless Contract allows �d�tic3nal Lime).
�. �ity's Actior�: City �ri11 review each C��act �I��n ar�d, w�thin 30 days a�tex xe�eipt of the iast
subnnittal af the Caritractor, if any, take one aFthe follawmg act�ans iax �vri�uag:
1. d�ny the Coniract Claizxa iz� wh�Ie ar ir� part;
�.. approc+�e t�e Cantract Claim; ox
3. natif�+ th� Cantract�r that the City is una�le t� resolve the Contract C�aim if, in the Cit�'s
sale d��reti�nn, � would �ae inapprapriate for the �ity fa do sa. Far purPases flf furiher
resoh�ian of tb�e Cantract Clairn, su�h natice shall be deezx�ed a deniaL
GTI'Y UF FpRT WC)RTH
5'CANbARI]C6h15TRU�CTf(3N SPBCIFICATIpW I}OCL7M�i`TTS
Redision: &Z322021
00 �x oa - i
��t�E�a�ca�ofTio� s
��� ai ��s�
D. Gi�'s writt�n actian undex P axagraph 1�, 06. C vuill be f vnaJ and binding, unless City or
Gontractnr ua�v�ke the dispute resahii-a�on procedure set fflrth in Articl� 16 �rithin 34 d�ys of such
aet�n or d�nial.
E. No +Contr�ct Cb�im �or an adjustmezvt in Contract Price Qr �o�,�ract Tvne wi� be val� if not
subr�it�ed in accardance with this Paragr�p}i 10.06.
ARTICLE 11— C�ST aT TII� WORK; ALLOWAiVCES; i1NIT PR�CE V��R�; PLANS
QUANTI`I`� MEASUREIVIENT
l 1.Oj. �'ost af t�2e W�rdc
A. �'osts l��l�de�1: The term Cast �f the VSTozI� zneans the surxa o� a1[ casts, ex�ept thase exciad�d in
Paz-�g�apEh 11.O1.B, n�e�sarily incurred axid paid lay Cnntr�ctdr in the praper perfornvance of th�
V�Tork. When the value af axxy Wark ca�exed �y a�hange Qrder, the costs to be reimbuirsed to
Cnntxactor wi11 $e an�Iy those additianal c�r ineremental cost� ret�u�'ed becat�e of the change in th�
W�ork. Such casts shall not ix�c}ude any of tl�e costs itemized in Paragraph I1.41..B, and sh�11
mcl�ade l�uf x�afi Ue lim'rted to the foll�v�ing item5:
1. �'ayro�. �asts for ernployees in the d�rect emplay of Cor�tractor ia the per%ice af tla�
Work un�ler sche�s o� job classi�Ccati�ns agreed upon t�y City and Conrractor. Such
employees shall i�nelude, without lirnitation, supe�n�ents, fare��xa, and ather p�rsonnel
exrxplayed full tim� nn the Wor�C. Payr�ll eosts fc�r �xr�ployees not emp%yed full time �-► the
Warl� shall be apportioned on the basi� �f their time spent o� the Vliark. Payrall costs sha11
include;
a_ �al�ries wiil�. a 55°ra Ynarkup, ar
�, salaries and wag�s plus the cost of fxinge benefits, wbaich slaall inchzde social se�urity
contr�huti�rrs, unemploym�err� excis�, and payr�ll taxes, worl�ers' cornpen5ation, health
a-r� r�tffernent i�enefcts, hornzses, sick Ieave, vacarion and holidaY paY a�Plica��e th�reto.
The expenses c�� p�rfarcx�in�g V+1'ork outside nf Regulax V1�arking Hrnus, �Veekend
Working Haurs, ar legal hol�ys, sh�I b� inch�cied in the a��ve to t�e extent authouri�e d
by� Crty.
2. Cost vf aA materials and equipmenk �i�rnished and inooz-parated in the Wor�, i�chading cos�s
ot' �ransportatian and storage thereaf, and Sup�aliers' field s�rvices requir�d ara coimection
th�xetxrit�.
3. R�ntals of aTi �onstruction equipment a�ud machinery, and th� part� thereof whether r�nted
fraxn Cantra�tor ar vt�ers in accordan�e with rental agr��ments appraved by City, and the
casts of transparta�oz�, 1Qadi.ng, uiaload�.ag, assembly, �ismax�t}ing, and removal tkereaf. All
sucb� �osts shall be in accordance w�ith the term,� Qf said rental a�reements. The rent�al a� any
such equipment, machinery, �r parts sha]I Gease when the use thereaf is no l�anger necessary
far k�e Wo�'�C.
CIT'Y OF FDRT WbItTFi
STA;yl?ARAC4�7STRUCTI6N SPL�C[�'ICATION I]aCUMEAITS
Revisi on: 81�,1
DU726a-!
GENERALGOMDfT14N 5
Page 42 a£43
�. Paymenf� made by �ontractor ta 5ubcontractors for `7Vork perfarmed by �ubcanlractors. �f
required by Ciiy, Contractar shali ohtain campetiiive bids fra�xn. subco�ractors acceptable to
City and �au�ractar asid sha�l d�&ver suoh bids to Lity, wha will t�er� det�rmin�, wl�i�h l�ids,
if any, will be acceptabl�. Cf an� suhcontra�t �ravid�s that the Sulacontractor is to be paid vn
the basi� af Cast af the �7ark plus a fee, the Subcorrtr�ctc�r's Cost csf the Wark an� fee sha.➢
be deiezx�med in ihe sam� inanner as Contrac�r's Cost af the 'L�ork artd fee as provided in
ihig Paragraph 11,41,
5. �O5t8 of special �ar�sultanis {inchidirig laut not lirnit�d t� engineers, architects, testing
�a6orataries, �uYveyors, attorn�ys, and ac�ourntax�ts) exnployed far servi�es �peca�cally rel�ted
to the Wark.
6. Sup}aleme$tal costs iz�chidir�g ti�e fallowin�:
a, T�e propo�n of necessary transpvx�tation, ixavel, and su6ststence expense� af
Con��actor's emplayees mc�zrred in disc}aarge of dut�s connected with the �V�rk.
b. Cflst, �,naluding iranspartatzaax and maintenance, of alI materiaL4, suppli�s, equipnaent,
xzaachinerY, aPpliauc�s, office, and t�mparary facii�ities at th� Site, and hand tQols not
m�n.ed l�y the workers, wh�ch are �ax�ssuxned in the perfornaance af the 'Wark, and cas�, less
mar�et v�e, af such items used �ut not canswned which renaain� the prapert� �f
Car�ira��ar.
c. Sa1es, �onsurner, use, and ather siixa.il�ar taxes related t� tk�e Vl�ork, and far which
Can#ractar i�s liable nnt cavexed und�ex• Faragraph �.11, �� imposed by Larx�s and
Regu3atians.
d. I7eposits k�st for causes ath�r than zaegligence of Cantractor, ax�y Subcantrac�ar, nr
a.nyane directly or indirectly employed by any af thern ar for whose acts ax�y af t�aern r�ay
be �iable, and rayalty payments and fees for pexmits and li�.enses.
e. Losses an� damages (and related expens�s] caused b� daznage to the �ork, nat
campensated by iu�zu�.nce ❑r otherwise, sus�a.iu�ed by Conira�tar �n eonn�ci� tivith the
per�'ort�ance of �,e Warl�, pravided such l�sses and da�rjages have res�.ited �Fram causes
o�Cher than the neg�igerxce of Cnn�ractor, arty Subcanttactor, or art}+one dir�ctl�+ dr ind�ectly
emplayed l�y any af them ar far whose acts any af thezn may be liabie, Such losses shall
include sett�em��n.ts xxaa.de wit�°i tlle �rit�en cansen,f au�d apprmral of Gity. Nv such I�asses,
damag�s, and expe�ses ahall be includ.ed jn the Ca�t af t.�e VL�'ork far the purpos� af
deterxninaz�g Caniractor's fee.
f. Th� cost o�ut�liti.es, fue�, a�d sanitary facilitie� at the Si�e.
g. M�nar expenses such as telegrams, lozag distance ielep�one calls, telephane and
G�!r1?Ynin7r�t1UI1 services at tf�e �ite, ex�ress and caurier services, and smvlar petty cash
rt.ems in cat�necti[�n with the 'L�1'ark.
L:ITY OP FORT WORTF3
STAhTCSARI]C61y5TRIICTIO�I 5P8CfFfCATIqN AdCUME1dTS
Revision: fl�fZ(1�1
uo �z afl - r
�E��wa�.c��voiTi�Ns
Page 43 of fi3
h. The cost� a£ pz-er�vu�m� fo� alI bonds ax�d i�surance Contraetc�r is re�ed by the Cantract
Docu�nents ta puxclaase and maintain.
�, Casts Excludsd.� The term Cast nf the �Iark shall not include az�r �� tlxe f�llowing iteix�s:
PayroIi ��sLs and athex caznpensatian of C;oxatiractaor's a�f"�c�rs, executi�es, p�rncipal� {of
part�rships and sale proprietarships), general managers, safet� mat�,agers, PTlg1il�EiSi
architects, �sta¢�r►atars, atiorneys, auditars, accountants, ,purchasuag axad contracting agents,
ex�edi��rs, tamekeepers, clerks, and other pers��neX �mployed by Coen.�ractor, whether at the
Site ar iri Cantractar's primcip�l ar�ranch offi�e for general administxation nf the �7ark and
nnt spec�'�cally in�lucied in Ehe agreed upon sclzetiule of job classificatians xefe�nred ta in
Paxagtaph I1.�1.�..1 ar speci�xcaJ,ly �o�ered �y Paragra� l I.Q1.�.4, all of which are ta be
�onsidexed ac.lminisixatcve costs co�exed �y the Ca�tracior's fee,
2. Ex�nses vf C�ntractar's �rincipal and brax��h of�iees other th�x� Contractvr's affic� at the
Site.
3. Any part af Caxatraciar'� capital e�perBes, mcludmg imtexest vn �antractor's capital
employed far the Woxk and cl�ar��s agaanst Cor�tractar fa� de�inquent paymer�ts.
4, Costs due to the �egligence of' Contr�ctor, any Suiacordractor, ar anyone du'ec��y vr indir�Ct�y
emplayed la� any af th�m or for whose acts a�y oi them may he liable, including huz nnt
limi.ted to, the correctian af defecti`ie Wark, di��asal of maferials ar equiprn�nt tivxonglY
supplzed, and m�ing good a�xy d�ge � prop�rfy.
5. Other over�iead or gexieral expe�se cosi� af any kia�d.
C. Cantractor's Fee: When a�l the �Vark is p�rformed an the basffi �f ��st-plus, Cazatrac�ar's fee
shall be deternpaned as s�t forth ir� the A.gree�ne.nt. 'V�?'hen tlae va.iue af' ar�y VVork cnver�d by a
C#tan�e �rder for an adjustment �n Contract Pri�e is det�rnvned an the basis of Cnst af the
�74�a�k, Cox��ractor's fee sha1� be determined as set fot�}a i� Paragraph 12.41.C.
D. Docurneniataon; i�hene�ver t.k�e �ost o£ #he �V'ork far any pu�pose is t� be d�terrs�ixied gursuant ta
Paxa�a.p}xs I1.O�.A and I1.�1.B, Coxatractar will establish and rnai�atain recc�rds iherea� in
accartlance wiithh geneeally� accepied a�cowaa�tang �racti�es and subrnit in a fa�rm acceptable to City
an itermzed co�t breakdawn togeth�r with suppartinng data.
11.02 �Illawances
A. Specified Allowance: I# i� understood that Co�tractar has include�i in the Canira�t Price all
allowances sa narned 'm the Cantra�t Documents and shall c�u�e the �Var� so covered to be
perfarm�d far such sums asld h� suc�► persons or ent.�r�s as may }ae acccptable ta City.
B. Pre-baa'�tilawa��es:
1. Co�rtractar agrees that:
CiT'Y DF F�RT W�RT�3
STANDA]Z]]OdQdSqRUCT[0� �6CIFICATI4t� DUCUMEiVTS
Revision: SIZ31J�1
aa �2 aa - i
�E�aE�a�c�oiTior� s
Page 4d aF 63
a. the �re-hid aIlvwancea znclude the ca6t tn Catrira�tor af materiaLs and equ��Pnt requ�e�i
by ihe al�awances to he clelivered at the Site, a�d all app6�abI� tax�s; and
b. C431�Ca�fpI''S CU5t8 �OT Liri1Q�CIlI1� and handling �m the Sit�, labar, insta.11ation, averhead,
profit, and other expense� cantemplated f�ar the pre-bicl a3lowances h�t�e �een inc�ded ix�
the allowan�ces, anc�. no dezn�nd far additianal payment an accauni of any af tbe
faregoing will �e �a]i,�1,
C. CQ�atiragerieyAl2owarice: Contractor ag,rees that a co�tirigaency allowance, if any, is for the sol� �e
af City.
D. Frior to fin�l pay�x�ent, an appr�priate Change Qrder will �ae issued ta reflect act�zal axx�ounts due
Cc�rtractc�r on aceaun.t af Wark cavered l�y allawances, and the Cantract Price s�all he
carresPomc]in�lY adjastec�
l I.Q3 £InitP�ice �ork
A. �exe ihe Cox�..iract Documents pronride that al� ar part af the �J'ork i� tao be Unit Price W�
mitially the Contr��t Price w�l be deemed to uicludc fc�r all Unit Price Work an amo►znt �qual ta
the sum af the un�t p�rice f�r eacl�s�paratelyidenti�"�ed �tezxa. ofXJzut PriceW�xktunes the estz�xzatec�
quanti�ty nf each rtern as ia�dicaied in the Agreement_
B. The estimaat�d quantities of �t�mms af Un[t Pzi.ce Fi�ark are nvt guaranie�d ar�d ax-e sa1�Iy far the
p�pase af �o�a�ison of Sids and determiniug an mi�ial Contract Price. D�terminations of th�
actual �uantities and classifications of Unit Pri�e VVarl� performed i�r Cc�ntractor w�[ he made by
Ciiy suhject ta the p�a�iszrnns af Paragraph 9.�5,
�. Ea�h unit pric� wi11 I�e �eemed tv i�cictde an a�t caz�si.dexeci lxy Can�actar to be adequate t4
cover Corrtractnr's overhead and pra�t for each separ�tely ident�`�ed item. 'VLt'ark des�r�bed m the
Cantt'act Documents, or reasana�hly inferred as rec�uired fadr a fux�ct,�mall� comp�te insiallatioz�,
but not identi�'ied in the bstir� Q£u�xt pr�ec iterr� shall be c�nsidered incidental to unit price work
listed and the coet of incidental work included as part of the u�t price.
D. Crty ma� �ke an adjustment im the Contract Price irc accordance wrth Para�raph I2.01 if:
1. the c�uantzty af a�y i�em of Unit Pr�ce Woak p��'�ornned l.�y Cvn�Crac#or d�'fers rxaatex-ial�y and
signif�arrtly fram tk� esti�rr,aied quan�ity �f such item indicated in the Agreement; and
2. thexe �s na car�responding adjustment �v�th respect to any oth�r item af �o�r�.
E. Iracre�xsed a� �]ecr�r�.�ec� ��tat�tit�es.� The Ci.ty resenres the �igk�t to oz�der �xtxa 'Work m
acc�ordan�e u�ith Paragraph 1d.01.
].. If th� chang�s in c�uanti�ies oz- the alteratia�s do not sigrufcant�y �lzange the character of
vvor�C under the Con�ract Aocuzr�.ez�is, t�i� allered work will be �aid far at the Con�ract unit
price.
C:['I'�C 4F FQRT W�RTH
�TANDARDCOIV3TRUCT[�7�[ 5P8C]F1CdTI�N I]OCLTh4ENTS
R�vision: �L7�?A21
OQ 7't U[? -1
C��N�F2AL CONdITIC1N S
��ge 45 af 63
2. If the changes in quantities �r alt�ratian:� significa�tky c�ange �he �laaract�� of wnrk, t#�e
Cantract �rill be �rncnded by a Change 4xder.
Tfnn unii pr�ices exast, thi� wiIl �c considered E�tra �l�rk an� the Coaxtract vvill be a�mended
$y a Change �rder iu acavrcianGe wnth Article 12.
�4, A, signJ£'�ant cl�ange it� the character of woxk o��urs when:
a. the character af wark far any Itezn as altered differs rn�terialty in kiud or nahu�e frrnm that
m tke Contract or
h. a Major Item afwark vari�s by mare t]��. �S°Io from the ori�al Cantract quantity.
�Vhen. the quantit�r af w�k �o be done lmder any Major Item of the C�cact i� nwre t�aan
125°ffl vf the ari�ina.l quan�it�r s#abed iu� the Con�raet, tk�er� �ither part� io �kie Caa�tract rnay
request an adjustment to tlne unit price on the gorti�n of the wor� that is al�ove 12S°In.
b. When th� quant�ty �� wark ta be dane under an.�+ Majar It�m �f the Con�ract is �sa than. 7S°Jo
of the �riginal quantity st�ted in t�e �ontxaGt, th�n eith�r party ta the Gazatract may r�quest
ax� adjustment ta the w�it �e.
11.04 P1�tns Qa�a�tftyMe��sr�rerner�t
A. Plan� quaritities may or may nat represezxtthe exact qu�ati�y of wark �erforrned or mat�r�al �na�ed,
handled, ar pla�ed du.ring the �xecuti�in o� the Contract. 'rhe estirn�ated bid quan�it�es are
designat�ed as final payment quantit�es, unless xevised by the g�erning Seet�n nt' this Article.
B. If the quantity m�ea�ured as aut�cd under `�ri�e and Pa�nt Praceclures" �raxi�s by xt�are than
25°�0 �ar as sti�a�,ilated ttnder `�'rice and Paytnent Fracedures" f�r specif'�c Ite�rns� frQm the tatal
estun�tecl quant�ty for an in.dividu.al Item ari�inaIly s4�own ia the C�ntract Dacu.naents, an
ad�ustxnent xnay be made t� the quantity of auth�rized wo�rk d�ne for payment pur�xrse�. T�e parlY
ta the Gar�txact requesting the adjusitr►ent will provid� field rneasur�mez�ts and ca�cu�atinns
shoowing the fmal quan.taty �'ar which payment wi� he i7zade. Fayment £or revised quantity w�l. he
made at the unit pric� bid for tha.t Xtern, except as provided f�r in Articl� 14.
C. V�hen quantikies are zevised by a ehange in design appraved by the City, by �rige drd�er, o�r to
correctan ercar, ar to Gor.�ect anerror on. tlae plans, the planas t�uantii� will be increasedat decreased
by the arnaunt in�ol�d in �he change= and the 25°�o va.�'�ance will apply t4 the newp�ans quar�tity.
D. If the total Cantract qua�tity ma.lti,plied by the �.ni.# �rice hid fo.r an ir�dividual Item is less than
$25D and the �texn is nat c,rig�n.a�y a plans quan�it�r Item, thela �e Item may be paid as a p]ans
�ti�y Item if t�e City and Contract�r agr�e m wxrting to �'� the final quantiLy as a p�ans quanttty.
CITYpFF'dRT WDRTH
STANDARDCONSTRUCTiON SPE�IFI�ATIU.N DOCi1i�QEAITS
Revision, S�d71d
�a�on-i
GENERALCQNpITI�h! 5
Page 4G of 63
E. Frn- �a�Iout ��vnrk or non-siie specifie Contracts, the plans quantity zneasurement rer�ua-emients are
nc�t a��icabl�.
ARTTCLE 1� — CAANfGE DF �QNTRA�T PR.�CE; CHANGE �� C411TTRACT TIME
�2. a� G7aang� of Caxaraci Prrce
A. The Contra.ct Price may only be chan�ed by a Cb.ar�e �rder.
S. The �va�ue o� any Work c��eredby a Change Orc�er wi11 be deterrnined as follaws:
1. where the V'�ark mvol�ed �s ca�ered by unit �ces contained irx the Crnx4ract D�cu�ents, by
applicat�n of suchunit price� ta the quiant�ies �fthe items �n�al�ed (sukject ta the pra�visinns
af Paragraph 11,03�; ar
2. where the'V�'ork i�vaEh�ed as z�at �avered by vnit prices contain�d in the Contxa�t Docttment�,
by a m�tu�Ily agreed lurnrp sum or unit �ice �which xnay inch.ule a� allov�rance f�r �verhe�d
ar�d profit not �ecessazily izx aceordan�e wit�i Paragra�ah 1�, �1,�.2), and shall mclude the cast
af a�y secondary i�cts tk.�t are foreseeable at the t�e af pri�ing tiae cost af Extra Wotrlc;
or
3. where th� Work irnvlved i� nat cavered by unit prices Gnntaine� in the Contract Dacum�nts
and a�reenaent t� a himp surx� oor unrt price i� nvt reache�.under �aragraph 1ZAI.B.�, on the
l�.sis af the C�st of the Vdark (determined as provYded in Paragrapla 11.01) plus a Go�tr�actor's
fee for a�erhead and prnfi� {deterr�ained as pxo�cnided 'm Paragraph 1�.O1.C}.
G. Cont�actor�'s Fee: The Contractor's addit�onal f�e far ovexhead and profnt shall be deternuned as
fallows:
I. � rnutua]Iy acceptable fixed �ee; o�'
2. i� a�ed fee is nat a�ree�€ upan, th�n a fee ba�ed a� the following �ercen�ages af'th� �ra�io�us
pottions af the Cast of the R7ark:
a, for casts incutt: ed under P araa�.phs I 1.01, A.1, 1 l.. � 1.A.2. ainsd 11, d1.A. 3, the
Canit�a.etar's addrtional fee aba11 be 15 �erce�t except far:
1) rental fees for Contra�tar's own equipm�nt using stax�daxd rental rates;
Z} bands and insuranc�;
la. for costs in�utxe d uz�der P ara.grap�i I 1.O 1.A.� anid I 1, fl 1.A. S� �� C�dII�CSCtOT' S��� 5I1�II UE
five pez�ent �S°/n),
1} rr�here a�e �r more tiers nf' suhc�atra.cts az-e o� the basis of Cast of the �ark plus a
fee a.xad na fixed fee i� agreed upora, �.ae intent of Paragraphs 12.UI.�.2.a and
1�.OI.C.2.b i� that the Suhcantractor who actua�ly p�rforms tlse V�arl�, at wha�ever
CC.CY OF FQRT pV�R'TH
STANf]ARDC�TRUCTIDN 3P�CIFICATIaH DdCUi�ID�1TS
Re�+ision; 8rJ��1
�U 72 0p -1
GENERAL CANpITI�N S
Page 47 af G3
rier, �►ill be paid a fee of 15 percent af i�xe cr��s in�c�ured by �►�ch Sv�contractor urzdex
p aragr���� � t. o i.�. i and 1 I.01.A.2 aaad that a.ny hi�;her tier �ubcnntractar ax�d
Contractc� wiIl eachbe pa,irl a fe� of fi�e per�ent (5°�0� af the amount paid to tl�e next
lower ti�r Sulacon#�a�tor, l�owe�er in no �ase s�aall the cumulati�e taial af fees paid be
in excess af 25°/a;
c. nfl fee shall be �ayable or� the basis af casts itemi�d unde� Par$graphs I1.�I.A.6, and
I1.�1.B;
d. th� amourYt af cre�i� ta l�e aTf�w�d hy Co�ractc�r to City for any change whi�h results in
a net decrease incost v�ill be t�he a�t �the act�al net decrease in cast plus a deduction
ie� Co�fx�Ctor's fee by an anaa�ut equa� to fn�c percent {5°�4) of.st.�h net decreasa.
12.02 C'�ctrtgeafCantract�ime
A. Tk�e Cantract Time may rnily he ct�an�ed by a C�n�e Orde�.
B. Na ext�zision of the Conhact Titne �vx7J. be a�awed for Ext�~a V1�o�r�C �r �'or c�airned delay unless th�
F�txa Woxk cankemplated or �lair��ed delay �s show� ta be an trie critical path �£ the Praject
S�hedule ar Contractar can shaw h� C:riiical Fath 1VIe#hod az�alysis how fhe Extra VVc�rk �r �laimed
d�lay adversely at�ecis th� criti�a� p�th.
12.03 �elays
A. �ere Gontraci�r is �easonably delayed in the perfomva.r�ce �r caxn�letion of atry part of t�e
�ark within the �oa�traet Tim� due to d�elay beyQnd the c�ntral af Cautract��, the Contract Time
may be �xtEncled in an amount equal ta the ti�x�.e l.ast due to such dela�� � a�'ontract Clainz � rr�de
therefar. Delays beyand the c�t�al af C:antractor shali inchide, but uot be limiied to, acts or
neglect by City, acts or ne�ect o�' ut�ty �ers or ather c�xu�rac#ars perforn�ing �thex w�rk as
conter�lated by Articl� 7, fires, floods, �pidemics, abnarmal weatb.ez ctmditiori:�, o� acts of God,
Such an adjustrnerxt slaall be Carrtr'actax's sale and ex�hysive r�medy for �he delays d�scnbed in
this Paragraph.
B. If Contractar is delayed, City sha� not be liable to Contx�c#or %r any �laims, costs� l.asses, or
damages �inclu�ing but n�t Iirni�.ed t� all fees and charg�s af engix�ee�tsa architecfs, attorn�eys, and
other ��fessionals and all court ar arbi�tration 0� 4��i di�pute �esalu�ion c�sts} sustained by
Con�actvr oai ar in cox�za�ction with a� other project ar antiCipated praj�ct.
C. Contrac�tor shall. nat be er�t�ed to an a�justment IIa Contract Fr.iGe �r Cantract Tuxae f�r de]ays
within the �control o£ Can�ractar. D�lays attrabuta}�Ie to and within th� �antrol of a 5ulacotxbra�tor
or Sup�alier sk��ll be deemed ta be delays within the con.tra] af Contractor.
D. 'Tb.e CoQatraet�r shall receive no com�nsatio� far delays or hindrance� ta the W�rk, excepFt wb.exx
direct an.d uuavo�dabl� extra cQst to th� Contractor r� caxised by the failwre af the City to �ovide
i�fonmatian ar material, if any, �rhich is ta �e �'urni5hed by the City.
CITY OF F�RT WOIxTH
57`ANI]ARDCOtdSTRUCT[bH 5P6CIFICATIaN I30CLTMENTS
Revision: di�31a0Q]
OD7200-1
G�N�RAL OOA}[] I T! D iV 5
Page 48 of 63
ARTICI�E 13 —'TE�TS A1�D CNSPECT`IONS; CORRECTIQN, REMD'4�AL DRACCEFTANCE UF
DE l-a �.C'T�E �nR.�
13. Q� �ITo tice Qf 17efects
Natice af all defectx�+e �4lnrk af whi�h Ciiy has actu�al knaw�edge will be gitren ta Contxactar.
Defe��e Wor1c may be zejected, cc�xrected, �r accepted as provide� in this Article 13.
13.42 �lccess to Wark
��ty, rxade�endent �esti�g ]�barata�ries, a�e1 g��ezxxmental agencies with jurisdictiKmal �.te�sts vt+i11
ha,ve access to f�ae Site ax�d �lae �ark at reas�nahle times for their observatian, mspect�oFn, and testing.
�ontractor shall pro�e thenl prope� and sa�'e cunditian.s for such access and advise tb.ezn vf
Cantra�tar's s�ety �roced�,ues ar�d programs so tha! they ma� camply therewith as appIica�le.
I3.�3 T'P,sts �r��1 �nspecti��s
A. Contra�t�r shali gi�e Czty t�e�y xzatace of reac3it�ess of th� '�'�r1� £oz- all required inspections,
t�sts, ar appro�als and s�.all c�apez�ate with in�pection and tesia�g persat��l ta fa�ilitate require d
inspecii.ar� or �ests.
B. I£ Coxa#xact Do�umer�s, La�rs ar Regulat�ons af any public bady ha�ing jurisdi�tion require any
c�f the Work {or part therea�] to be inspected, tested, or apprasred, Contracta� slaall assume fiill
respans�i3ity £or arrangin� and abtaining �uch indeper�dent inspectians, t�s�s, retests,�r appravals,
pay all �osts in cax�ect�an ther�with, and furnish �ity th� required certificates of inspectaan or
appr�va�; excepting, hawe�er, thos�e fees spec�'ically i�.ex�tif�ed in the �uppfementary Conditions
or any Texas Depaxtrnen# af Licensure �nd Regulaiian �TDLR} inspeGiions, which shal� be paid as
d�scr�bed in tlse Suppletnent�ry �anditions.
C. Cam�rac�ta� shall �e respans�le for arra�g and obta.�ing and s�all pay all casts in cann.ectian
wrth an�+ ms�aectiQns, tests, r�-tests, or approvah raquired fvr City's acceptane� af materia,l� or
eqtu�rnet�i to be incorporated � tI�E V4�ork; ar acceptan,ce afx�tat,�xiaJs, xr� design�, nr equip�r�ent
submitted fflr appro�al priar to �antracta�'s purchase tlae7reoi �'ar 'vncorporatio� in the V�iork.
Such inspections, tests, re-t�sts, az ap�rova� shall he perfarmed by orgax�i�ations acceptable to
C�ty.
D. City m�ay an.�ar�ge foz tlae sezvices �f an mde�aendent testing ]aUorato�y (`"I'esting Lab"} �o
perfnrr� any inspectia�s ar ta�ts �"Testing") for aray pa.�ri of the V�ark, as c�etermined salely �y
c��y.
1. City will coordix�ate such Testing to 1he extent pass�ble, with Con�ra�tar;
�. ��ould any Testing un�r this S�ct�on ] 3.03 D result � a"faiP', `�ui not pass" or other
sirnilar x�egative resuIt, the C�ntractor sha]1 b� xespoyas�al� far paying for any and all xetest�.
�outractar's caz�ce�tior� without cause oi City init�at�d Testin� s}�all be deerned a n,egative
restili and requice a retest.
CITYQFk'QItT WORTfI
STANDA3ZDODNSTR11CTi0N 5P8C1FICATION DOC[Jh+[ENT3
Revisian: $�1b21
U07�U0-1
G�NERAL COIV n IT 10 i� 5
Page d9af G3
Azay amount� awed for any retest uza�ler this Section 13.4� D shall b� paid directly to tne
Testarng Lab hy Contractot•. Cil�+ wi31 forward all invoices fox ret.est�� to �cmtractor.
4_ If Cantractc�r f��s to pay the Testin�g Lah, Cit�r will nat issue �inal .P ayinent tuitil the Testing
Lab is p�id.
E, If any V�ork {�r fhe worl� of others) t1�t is to be inspecr�d, iested, or appra�ed is covered by
Contractor �ithout written c�ncurrence af City, Gontra�tar sla��, if requested by City, Uncvver
such �ork fvr observation.
F. Uncovering i�Ltark as �rovided in paragraph 13.03.E sl�all lae at �antractar°s expense.
G, Co�ctor shaIl laave the right to miake a�antract Claim regarding a�.y retest ar inv�ice issued
wsder Se�ti�on 13.Q3 D.
13.�� �Iaacaver�irag N�ark
A. Tf any [�Iork �s cavered coatr�ry to th� Crnitract Dacwnents or specif"� mstructions hy the City, it
must, -ioF request�d bg City, be unco�ered �ar City's abservatiox� and replaced at Contr�cbvr's
e�pense.
B. If Ci�iyy caa�siders � n��essary oz �.dvisabl� that covered Wark be olasen�ed hy City ar it�sspeeted or
testedby others, Cantractax, atC�ty's reques�, shall unoav�r, expose, or athervvise m�.ke available
�or ohserva�ir�t�, i�qs�ection, or t�s�ing as City may require, that po�s� a� the Work �n. questinn,
furnishing all nece�sa�ry �abor, materi�l� and equipmen�.
If it is foiulid that t�he u.ncover�d 9►�ork i� defect�ve, �ontractar shall pay aIl claisns, costs,
losses, ar�d damages (uacludmg but not ]uni�ted #n aTI f�es �rzd cb.arge� of �ng�eers, architects,
ai�arixeys, axid dther pra�fessia�nals and �ll cQurt ar oth�r dispute r�sohztian cast�) arising out flf
ar relating to such uiacovering, �xposure, nbservation, insp�ctiQn, and testi�g, and af
satisfactory replac�ment ox rrecanstructian �inctuding but nat Iim�ed t4 all costs of r�p�i� ar
replacer�oe�at a£ �v�rk of athers}; or City shall be entitled to accept defective �ark in acco�rdance
w�th �aragrap�a 13.�$ in which case Cantractor shall still be responsb� £or all cos�s assa�iated
with exposing, o�servin�, an.d testing t�e defectiNe Work
�. If the �axacovered '4�ijark as �t found ia he defeci:ive, C�tractar shail be allcswed an snerease
itt the Cw�tract Price ar an extensian af the ConlxactTime, o�r bath, directly attnU�table to such
uncav�ering, expvsure, obser�ation, inspecii�, tes�ing, repiaccment, a�c�reconstructian.
13.05 Cit}� May S'top �h e YYQ�k
If the Wark is d�fecta�e, ar C�itractor faiLs ta supplY su�'fici�nt ski�ed waxk�xs or surtable r�teriaL�
or equt�ment, or far�s to perfo�xn tha '[�ark in �ucla a way t�at the �ampleted Work will canforrn to
the Co�iara�t]]o�utnents, City rnay order Cnntractar ta stop �e Wcark, ar any p�rtian t�aereof? until the
cause for �ixch order has �eer� eliminated; hawe�er, th�s ri�it of City �o stop �he �Joxk shall nat give
rise to any duty on the part of City to ex�rcise th�s right �or �e bex�efit af Contractar, any
crr�r a� Fa�� woRTx
STAN[]ARDCpl�STRilGT[UN SPECIF]CATI4N �OCUM$iVTS
R�visian: 8►131af1Z1
aa �a aa - �
GEMERAL CONDIT�Oi� 3
Pa��: 50 C�Cb3
5ulacr�ntract�r, any 5u�ali�r, any other i�c�ividual or �nf.it3r, ar arry suxety far, or ernpl�yee o� ag�nt of
any aF �iern.
13.a� Cn�rectaQra orRert�aval �fDefer�tiue I���1c
A. �romptly after receipt of written notice, Cantractar shall corxe�t all defectirve �Tarl� pursuaz�t to
an a�ceptab�e sched�ile, whether or nat fabricated, instalted, or carr�pleted, ar, if the Worlc has b�en
re�ected by Gity, remove ii from the Fraject and replace it with. Vi�ork that �s nat defective.
Contractar shall p�� all c�.ims, costs, additioa�al testin�g, Xvsses, and damag�s �inc�udim� hut nat
limitr�c� to all fees and �harges of engaleers, architects, attar�aeys, and other p�rofessi�ls and alI
court ar a.rbiirataan a�r ather dispute resaTution costs} arising aut o� ar relating tn such c�rrection
ar rerx�otral (inchid�g but not fimit�d t� all casts �af repair ar repla�ement of work a�' others}.
k'a�ih2xe ta require the rernoval nfarry defecti�re Wozk shall nat cons�.ite accepta�nce afsuchV��rk,
1�. �Nhen cvdrecting defective �ork under the terms of this Paragra.ph 13.06 or Paragra}ah 13.�7,
Contractor shall iake z�ua act� ih�t would voi,d ar otherwise impa�r City's special vvarranty and
guarantee, if any, oz� said Wark.
13.07 Carrection �eriod
A. Yf withm twa �2) years a�t�r the c�ate af Final Acc�piance (or suc� longer p�ri�d of time as znay be
prescribed by t�i.e terms af any app�able special guararrtee required by t1�e ConiractDacu�zaents},
ar�y i]L1�ork is found to be defecixve, az' if the repair Qf an�+ damages to the Iand o�' a�reas zx�ade
a�ailable far Contractox's u�e 1ay City a�r pei�nit�ed l�y Laws and Regulati.ons as contempl�ted in
Faragraph 6.10.A is £ound ta he defe�tive, Cantractor shall prarr�tly, wiihout cost t� City ar�d in
acc�r�I�C� Vvl��l �Ity''S Wtltt�n in5truc#1or15�
I. repair such defective l�nd or area�; �r
2. carrect such de£ective Wor�; or
3. it' the de��ctive �7�7orlr has been reje�t�� b}� City, remave ik frr�rn the Proje�t and replace ii
witla i7�loxk #laat is nat defective, and
4. satis£actarnly� cc}rrect ar repair ar re�no�e and re�lac� any daz�aa� ta �ther VL�ark, ta the wark
o£ ot��rs ar other Iand �r ar�eas xe�ultin.� �►erefrom.
S. If Contracta�r daes not �.-c�mptly carr�ply with th� terrns af City's writteza ims�tuct�ams, or in an
emergency where de�ay wauld cause seriou�s risk af �oss �r darnage, City xn,ay have ike d�fec�ive
W�rk carrected o�` repaired or xaaay kiave fhe rejec#�ed Work remo�ved and replaced. All claims,
costs, losses, �nd ciarnages (includiang but nat ]imited ta all fe�s and Ghaxges of engineers,
architects, attarneys, �n�d ath�r prafession�als and all eautt vr oth�er dispute resotutian oosts) ari�irig
aut af ar reiat�ng tv s�ch correcti�n or repa�- vr such rem�val and repl�cement (including but nvt
limited to all �osts af repair ar r�p�.cemex�t af �trrk nf oth�rs) will be paxd by Co�actor.
CI1'Y DF FflRT W�RTH
STAAiI}ARDCAIY�TRUCT[ON 3PEEIFICAT[Ot� DQCT71viENTB
Reaision: &2i�20Z1
04'I2 UQ - i
GENERAL CON�1710N S
Page 31 of 53
C. Izi speci�l circumstances where a paT�l:icular itetn, o� equiptnent ss placed in can�inu�us servic�
before Final Acceptance of a.Il t�e W c�x�C, the carrectic�n periad for that �em may sta�rt ta ru�x frnrri
an ear�zear date if s� pravicied in the Cc�niract I]aeuments.
D. Where defecti�e VVork (and damage to other Vi�ork resulting therefrom� k►a.s been c�r�rected ar
r�ma�+ed and replaced under this Paragraph 13.07, tl�e �orrectxoaa. period her�ux�der with re�pect
ta s►��h V�Iark rnay b� required ta be �xtended for au additiox�,.al peziad of one yea,r aft�r the end of
the initial carrectio�a perivd. City shall provide 3Q days wri�t�en nati.ce to Cantxa.ctor shauld such
addit�nal wamanty cnv�erage be re�uiz'ed C�trac#or rnay dispute dvs requu�ement by filiiug a
����ract Glaim, puxsuax�t to Paragraph 10.06.
E. Contractor's ahliga�ians under this I'aragrapb 13.�7 are i� ad�p�n ta arry othex obligation ar
W�F�STI�. Til� �7I'pVLSk]Y15 af iGhis Para�aph I3.07 sha11 t�� be con�f�ued e�s a s�bstitute for, or a
waiv�r ffF, thz provisians of a�y applieable statute o�liinrtatir�n or rep�se.
I3.08 Acceptance o�'��feciave �Yor�k
If, instead af rec�uirir�g carrection ar x�ma�al �nd replacern�nt af defecti�e '�'�ork, City prefers to
accept i�, City inay do so. Contractar shall pay all c�ims, ct�sts, �Osses, and da.ma�es (imch�ding hut
�t lina�ed ta aII fees ax�d charges of en�i�neers, archi�ects, attorney�, and �ther prof�ssao�naIs a�.d a�l
court ar ather dispute r�saluti�n cost�} attnbutable to C�Ety's evaluatio� �f and deter�nir�ation t� accept
such d�fe�tzve Work an�i £ar the dimini�hed �ahxe nf the �ork t� �e �et�t not othervvise paid by
Contra�tor. �� any su�h acceptance accurs pri�r �a Fin�I Accepi�e, a Ct�cx� �xder will be is�ued
incorparatiag th� nacessaary revisi�on� m the Cantract Docuzx�ents uvith respect ta khe '4�ork, and Ciiy
shall be �ntitl�d ta an appropriate decrease iu the Cox�tract Price, reflect.i�g the dirninished �ralue of
Work sa accepted.
13.49 Cily�ay Ca�r'ect�efec�ve YYark
.A_ I�' Cor�tractox #a�s ,witUm a reasona�l� time af�er w�ritten no�e from City to correct def�cti�
�Ti�ork, ar to rernave a�d re�lace rej��ted V►Tark as required by Czty in aGcordance with Paxag�raph
�3.UG.A, ar if Co�ntractar fa� to perfarm �e �rVork in ac�ardan�e with the Coniract Documents,
ax i£ Cont�a�tar £ai.ls to comply v��► �y oth�r pmvisian �£ �e Contract Dacum�e�, City may>
after se�en �7j days written nati�e ta Contracta', correct, or rezn.edy any such de�ici�nc�.
R. In exer�ising �he rights ar�ti remedi�s uncier t�iis P�,ragraph 13.�9, �i� sha11 p�eed
expecliti�usly. Zx� corine�tior� wztla such correctnre or remedial acti�n, Ciiy rnay exchide Ca�ira�iar
£ram all ar part af the Site, take passession. o� all ar part of the Work and suspend Cc�nt�rr�,crod''s
servi�es related thexeto? and incarp�rate in ih� �V�rk all mat�ri�als and ec�ip�x�ent Tncarp�raterl in
tk�� WQrk, sta�red at the Site or �or wl�ich City laas paid Contractor but 4vhich are stored eisewhera.
Contractor shal� ali�w Cit�, City's representa#.�ves, agents, consultants, emp�oyees, az�d �ity's
other contracta�rs, access to the Sit� to en�l��e City to exerci�e the right� and remedies �sndex ihis
Paxagrap}a.
C. All c1aTr►as, �osts, losses, and da�ges �in�hid.iung laut not lim�e.d to all fees ar.�d charges o�
engineers, architects, attarney�? and ather pr�fessia�►als an�l aIl court ar ather cii��pute resohxtion
crr�r a� xouT w�Tx
STANI]ARDCOI�TRUCT[Oi� 5Pr{:��Cp1'IpiV ❑pCU�'I'S
Rnvision, �l
�a�zaa-�
GEhIERAi.C�NQ171QN 5
PagG 52 of 63
c��ts� iuxcurred ar susta.med by C�.y in exerci�ing the rig�ts and remedies unci�r thi� Pa�ragraph
13.q9 will �e charged aga�st C�ntractar, and a Cl�an� Qrder v�iJl }ae isst�d i�c��paratitag the
necessaz�revisions in th� �Untract D�cuments with res�ect Co the Wor�; a.�d C�,3r shall be �rititle d
to an appxopiriate decrease in the Contract Fric�.
D. C�ntractox shall nai be alk�wed an ex�ex�si�x� of #1ie Co�tract Ti�ae i�ecaus� �� ax�y delay in the
performance of tl�e �ark �ttr�buta�ale ta the exercis� af City's rights and remedies wn.der this
Paragraph I3.09.
ARTI�LE l.4 — PA�Yl1+�EN'�'� �'Q �QNTRACT�R �ND CUMPLETI�N
14.�1 5'cheda�le af Yalu�s
The Schedule �f �atues #'or � suaaa. contra�ts established as provided in Paz�agragh �A7 will �erve
as the basi� for pragress paytnents and u�z'�1 be incarparated into a form af Applicatian for Payz�ae�r�t
ac�ep�a�al� ta Cit�, Progt-ess payrnents an account �f CJ�nit Px-ice �o�rk wilI be base� an tk�e number af
units coz�pleted.
14. d2 F�og�ess P�aymenfs
A. �ppli�at�onsfor'.�'�aym,e�at.s;
1. Coratractor is respons�'b�e for providing a11 �`orn7a�n as requirad to �ecome a vendr�r af the
��
2. A,i ]�,ast 20 days b�for� tt�e dat� est�a.bIis�ed ita ihe General Requtirern�nts for each progress
payment, Cantractor shaU sulmu� to City £vr z�vie�vv a� App6cat�ion �nr Payme�rt filled out and
signed by Cont�a.ctor cavering t�e �'L�Vorl� c�znpleted as otf' t�e dat� of the Ap�alic:ati� and
accomp�ed by such sugpnrt�g docun�entati� as is requir�d �y the Contract llacu�nezats.
3. �f paymeirt is requested on the basis of xnat�rials and equiprnent not incorparated itz the Wark
Iaui deli�ered a.nd suitabl� sr�r�d at the Sid:e or at a�othex Iacation agreed �o in writin�, the
Ap��icatian £or P��m�nt sha�. a1.5� be acco�paxued }ry a�ill of sale, invoice, o�r other
docutz�entatian �varranting that City has rece i��ed the materials axad eyuipinen� fiee and �lear of
al� Liens and evidenc� that tla.e xnat�riaLs and equipm�eni ar� ca�ered b3' aPprapriate insurance
or oth,e� azx�x�gements to pr�ect �ity's iri�ere�t therein, all of v�hich xnust b� s�tisfa��vey to
City.
4. Beginxiu� with the secaz�dApplicatian for Payment, eachA�ali�catian shall include an �f�davit
of Can�iractax statit�g th�t previ.ous pro�ss payments received on account af the 'V�ar� l�ave
been appliet� nn ae�aunt ta ciisch�rge Cantractor's �egztinciate ol�ligations associated�viih prior
Applicatians for Fayment.
5. Tha amount nf retai�zkag� rx�iih respeGt to progress �ayxz�en#s will be as descr�ed in
s�.��ect�an C. unl�ss �therwi�e stipulated �i�n the C�ntr�ct Docum��ts.
CT['Y C]F FdRT WQRTH
STANDARI300i�i5TRUL:T16i� SRECiF]CATI�1+1 DpC[]hiSNI'S
Revisiqa: &J3I�[I21
aa fz na - i
G�NERALC.{yi+f01TI0N 5
Fage 53 of 63
B, Revaew of App�acaita�s:
1, City r�rill, after receipt of each A}�plication fnr Pa�nnent, e�er iridicat� in writing a
recr�rnmer�c�ati�n af pa�ment ar return tki� Ag�lication to Coniar�actor indicating reasons for
re�.isun.g paym��. In the latter ca�e, Coz�t�ractor may malce the neeessaxy corre�tiams and
resu�mit the Application.
2. Ciry's processing af an� payment rec�uested in an Appli.catian for Payrnent wiji �e based an
City's observatians af the exe�uiedi�c�t'I�, �nd on City's xe�,i�w of rke A�3�ca�i�n far Payment
and the accampa�nying data a�d s�hedule�, i�.iai.t ta the �st of Gity' S know�edge:
a. the �TVark has pxngressed t� the point indicat�d;
t�. the qual�ky of the �ourk is generally in �cc�rciance wi�h tJae Conxract Documents �subjeet
to an evaluation of ih� �Tark as a iZuictianirzg vvhale prior ta or �on Final Accepta�ce, tbe
resu�ts a� any sul�sequent tests called f�r in ttae Cc7ntt'act Dvcuments, a fmia.l determmatian
of quantiities and classifi�a.ti.a�ns f�r V4Fork performed under Paragrap}� 9.05, and any athe�
qualif'�c�.ti�ons sta�d in the i�ec�rnrnendatian}.
3. Pracessit�g any such payrnenfi will not thereby be deemed to }�a�e re�resented tl�at:
a. inspections zx�ade ta �h,�ck th� quali�y ar the qua�ati�y of the �Tflrk as �t has beenperf�d
ha.ve been exhaustive, extended ta e�ery aspect of the Wark irt �arogress, or invalve�
detailed inspectivns of tihe Work �ieyand the r�sponsYbilities 5�C1flC�I� A351�I1E:C� �] C1t�
ica khe Contract Dacuments; Qr
b, th�r� may not be �er rnatters ar issues laetweenthe part�es t]a�.t mig�t ent�tle Corrtractar
to t�e pai�d additionally lay �ity or entitle City ta wiihhold payment to Cantractar; a�r
c. Contiracta+t I�as c4mp��d wrth Laws �xadRegulatians applZcable to Co�ntxact�'s �erEnr,�r,ance
of the Vd'ork.
A. City m�,y r�frase ta process the whal� or any part of any payment because of subsequently
discfl�ez�d e�idence ar the results of subsequ�nt m�,spec�ians ar iests, aud re�ise ar revoke
any �uch payment previously made, to such extent as may be nece�sary tc� prot�ct City iram
loss becat�se:
�. the Vd`ark is d�f�cti�e or com�leted Work has been damaged by the Can(�act�r ar
subcoaa�tractors rern,;►-n,g carrect�on �r �epi�cement;
b. clis�repan.cies in qua�taixes corrtaine�. m previous agplicat�ans �or paymenfi;
o. the ContractPrice has been reducedhy Chax�e �rders;
,
d. City has be�n required t� correct defectiv� i�L�ark ar cornplete �Nark in aacordance with
P aragraph J. 3.[19; ar
CITYDP F(3RT W�RTH
STANI�IARDCUi�Tfti1CTI�N SPE�IFICA'FIOI� I]DCUMHRITS
Revisi¢n; B��/�Gl2l
a�r�a�-i
G�N�RALCOfVaITION S
Paga 54 af b3
e. City h�s actual �navv�edge of t�z� oc�urrence af az�y nf t��e e�en#s ernimerat�d 'm
Paxagrap�a 15. d2.A.
L. 12�ta�raage:
Z. Far con�ra�ts ]�ss t�an $�i10,000 at tl�e time of execukior�, retaina�e sk�a�l be t�n percent
(10°�a�.
2. Far conira�ts gre�#er than $40a,OD0 at the tim� o� executian, retai�ag� shall be �'�e pexcent
(5°fo}.
D. Lig�adr�t�d Danaag�s. For each calendar da.y that an� work sha� rernain uncompleted after tlae
tune speciized in �he Cantr�et Docu�ments, the sum per day specified 'm the Agreemet�t wxlt he
�ssess�d against the xx�ox�ies dtae the Cc�actox, aa� �s a per�alty, but as dar,aag�s suff'�rec� by f.he
Ciiy.
E. �'ayment� Cax�tractor vv�11 be paid pu.rsuant to the requ�exnents ❑f tliis Article 1�4 and paysx�ent
�vv�Tl i�ecome due �x accordance with tkze Cantxact I7acumenis.
F. �er�r�ctiot� i� .t'aymerai:
1. L'�ty x�.a.y xefus� to mak� payxx�,ex�t �af %he amount rec�uested b�Ga��:
a. Liens have been fi�ed in connec�tion with the Wark, ex�e�twlaex�e C��.t�actor has del�ered
a spEci�c homd satisfa�tary t� Ci% tca secure the satisfa.ctian and discharge af such I,iens;
�a. there are c�i�er items entitling City tQ a set off against ihe arxwur�t recommended; or
c. City has actual lulowledge af tb.e accurrenc� of arry af t�ie events enu�merated in
Paragraphs 14.D2.S.�4.a thr�ugh 14,D2.B.4.� vr Paragcaph 15.42.A.
2. If City refuse5 ta mal�e payment �� the axnourtt r�quested, Git�r will give Cantractor wriLten
nof.�e sta�iug fikae reasons for suc� action and pay C�ntractor ax�y amaunt rem�ining a�ter
cledu�tiata a� �e amount sa wi#l�held. �ity shall pay Camtractor the a.mflunt sa wi�hheld, or any
ad,jusft�ent iher�to agreed to by City a�d CoutraGtor, w�n Gontractar remedies the reasar�
far such actiam.
Z�4.[73 �'t�ntr�aetor � l�arr�anty �af �,tl�
Contractor wamants and guarantees that ti� ta all 'L�orl�, znateriaas, and equipment co�e�d by a.ny
Application for P aymez�t, wheth�r incorporated in the Praje�t ar n�t, will pasa to Ciry n� ]at�r tk�an the
tirn� �f p�yr�aenx fre� ax�d clear of al� Liens,
CITi' �F FOAT WdRTEi
STANI]A.I�DC�N3TRT]CTI�N SPECIFICA'fi�7N T]f7CZIMEiV'P5
Re�ision: 62�21
ao �z o�a - �
GENERAL CONO ITlf7N 5
Page 5S of G3
1�.�4 Pcariacal Utilrza�aar�
A.. Prior ta �'inal Aceeptan�e af au the �Tflrk, City rnay use ox Q�cupy any part of the Vitork which
has spec�cally b�en ��ienti�'i�d in the Conkrac# Dacum�u�s, or which City deternnines con�titutes
a separ�te�y fiinctioz�ing and usabl� part of the Vi�ork that can he used frar it� it�#end�d purpose
w�hout si�f'icant intex�'erence wifh Ca��ractox's perfarma�ce af thc remain.der �f the 'U�arls. C�y
at any tur�e may nati�y Cantractar ui writ,ing �n permit City ta use or occup3T azay such part of the
Woxk which City detexxzaines to k�� ready for its intend�d use, subje�t ta th� follawing conditi�ns:
l. Contractar at axry time rnay notify �i�ty � writing that Cantractar eonsiciers axry such pau-t of
the Work r�ady f�r its intended use.
�, �Vithm a reasonable tirz�e �fC�r n�t�"ication as enumerated in Paxagraph 14.05.A.1, �ity and
�vntractor �hall ma1�e an �nspection of ihat paz� of the �ork to determine its sta.tus �f
c�xnpl�iion, Xf City does nat �onsider that part �f the Wnrl� t� be su�stantial�y compiete, City
'�vi�I noti�£y Cpntr�actor m. w�.g gx�ng the reasons ther�for.
3. Partia�iJtii�la�an will nflt const�e Final ,A:ccepta�ice �y City.
14.�5 �'a�aadl�aspeciiora
A. Upcm wr�,ien n�tice fi c3m Cantr�ctar that the entzre Wo�rk is S ub s t a z� t i a lly Cr�mplete �
ac�ordan�e �ith the Cor�act Dvc�ux�ents:
l. Wit#�in 14 days, �idty wt�I sc}�edule a Fiux�� It�specti�on �it�a Coa�tractc�r.
2. City will notify �antx�ctoz� in writmg af all particulars ir� which this inspectiox� re�esls i�t
tlte 'l7LTork is ��omplete ar de�active (`�'Unoh List Items"). Contracto�r shall imrnediately iak�
such m�asu�res as ar� necess�xy to co�pl�t� such �ork ar rernedy sueh deficiencies_
B. No time �harge wilI be made a�ainst the Cant�actnr hetvveen said date of r�atifi�ation to the City
af Substantial Compl�tion and the date of Fuaal Inspectian.
I. Should �he Cily [�t�rn�e that �7e Wfl�k is xlot x��.dy f�' F'i[1aI It7,5pe�#�4t1i Cnty w�i natify the
C�ntrac�c�r in writing of the reasvns and, Cantra�t Tune wi�i �resua�a�.
2. Shauld �ae City concur that 5`rx�stantaa! Go�alefian has bee� achi�v'ed vvi�h t�ae exceptian af
any Puach List Items, �ontract Tima will reswme for the duration it takes far Canfractor t�
achie�ve Fimial Acceptance.
1�.4G FiraaIAcceprc�r�ce
Upon completznn hy Cantracbor ta City's satisfactian, of any �dditi�oz�al W�rk identified i� the Final
St�,s�aectioti, City will issue to Contractor a letier of Final Acceptance.
CITY DF F�RT WOItTH
STANbAFi�CU]�STRUCTIbN 5P8�IFICAT[4N DOCUMSNTS
Revisian: $rLyXYll
aa�zoo-i
�ErvE�ao�vo�r���v s
Page S6 of 63
i�.o� F���r��y,���
A. �4�a�licrctaonfor Pa}�mer�t�
1. Upan Final Acceptance, and in the opinian a£ City, Carntxactor m�y rnake an applicat�on far
fmaY payrnent followit�g rhe pr�cedure f�r progress pa�rnents in acr.ardas�ee with the
Contxact Dacuments.
�. The fina� A,�pliGatzon �oz� Payment sha.Il 6e accompanied (except as �revzously d�livered} lYy:
a, al� dacumentai�ian called f�x in the Gantract Dncwnents, mcluding but nat ]anited ta the
evid.enae �f i�suranc� x�quired hy Paragraph 5.�3;
b, cox�serrt of the suretY, if anY, ta �ual payrMent;
c. a}ist of aI[ pending ot re�eased Damage Claitx�s agaicast City that Cor�tractar belie��s ar�e
unsett�ed; and
d. �i�da.vits of payxxi.ents and cample�e and le�lly effec�e releases or v�raive.�s
{satisfactory ta City� af alI Lien rig}�ts aris�ng aut af or Lier�s f�d m ca�ctivn with the
i7Vork.
B. �ayme.�atBeco�esDaa�:
�. 1]ft�r C�s acceptan�ce o£ the Application for Payment an�l ac�ompazaying docut�n,�n�x�ion,
requested 6y Contractar, Iess pu�evious pay3ner�ts xnade and any sum Gity i� entaiiled,
in.cluding but riot linvted to lic�uidaCed darnages, w�]]. be��me due and payable.
2. After all Danaage C�ainas have heenresal�ed:
a. d�ect�y by th� Cantra�tor ar;
b. Contractor pro�rides evidence that the Damage �laim has bee�n xeport�d ta Comkract�x's
msurar�c� provider for resalutaori.
3. The xnak�ng of ihe �mal payment by the Ciry s�a�l not r�li��ve the Caaxtra�tar af any
guaxantees or other requirements af the Contr�ct Documen�s which spe�ifi�ally caxa.�ue
th�rea�ter.
14.[1$ Ffna2Compleflon�elayedaradPa�lialRetai�ac�geRelease
A. If fmal con�leti.�n o�'the Wrnr� is signif'�ant�y del��yed, and yf City sa cazx£'urms, City may, u�an
recei�pt of Cor�txactar's firzal Appli�atian far Payment, and without terrt�rnating tb.e Contract, naake
payzx��nt of the l�a.Iance du,e far that portion of fih� V�Tor� fu�ly carnpleted axtd accepted if the
rernaixxinag �aIanc� ta be held by City £or �7Vork nat fully completed or cc�rrrected is ]�ss th�an the
retam�ge st.�aulated in Paragra�ah 14,U�.C, and if bonds ha�e baen firrnished as rec�uirerl in
Paragrapk,i 5.42, th� vvritten conser�t o� the surety to i�e payment �f the b�lance due far that
CITSt OF FORT WORTH
STANCJARI]C{�15TRUCTIDN 3PECCFICATf6id D�Ci]MFNTS
Revision: BF�i�1
oaazoo-y
�Er���aLcoNoiriaws
Page 57 nf 43
portinn of the V�ork fully completed and acc�pted skialC be subznitt�d hy Gontractor ia City wikh
the Apptdca�aon far such payment Such payrrtent sha� be made under the ternis and ccm�itit�ns
ga�ernir�g f"rrial payanent, excep# that it sha1l nat canstiiute a waiver nf �on�ract Glaians.
B. Partial Retair�ageRelease. Far a Confract that provides for a s�par��e �veg�t�ti[�e establishment
and xzaaintenance, and tesi and perfarnaance peri�c� fallc�wiaa�; the cQrnpletia�n oi all �ther
cons#xuctian ir� th� Cantract Docurnents for a�. VL�ork �vcatians, ihe City znay release a partian of
the arnnunt retamed pravided that al� ather wax� is corr�al�ted as determm�:d hy the Ciiy. Bef�nre
the release, alI sub�ls a�ci �'mal q�antitie4 r�u�st be �ompleted and acoepted fox all �ther �rark
An amount suf6ci�ent to enswre Con�ract compliar��e wi� be retained
14.Q9 YYaave� of Glaims
The a�ceptance affival payment r�v�I cansrnut� a release af �he City frorm a11 claims or liabilities
un�i�r the �antraci for anythsng done or furnis�xed ar relating to th� tivark under the Caniract
�acuments ar any ac# or r�egl�ct o�C'sty related ta ar ca�ected wit� the Contract.
ARTICLE 15 — 5l]SPEN�IDN OF WORK AND TERMINATION
15.41 Ciiy.�l'ay S�aspe�d Work
A. At any trrne and without cause, City ma.y susp�nd th� Wark or ��� po�tian therec�f b� r�vritt�n
nolice ta Cautracl�or and which may fn� the date on which �ork witl be rest�med. Contractor shall
resum� tl� V��rk on the date sa fnced Durigg texaaporary �u�pens�n af t}�e V►tork co�eredby these
Cantraet Dacuments, far arty xeaso�., the City wi11 make n� e�k�a payment far stand l�y tir� of
�anstructian equipment andlar consiru��tion crews.
B. Should the Contractar not be able to carnplet� a por�ion of the Proye�t due to ca�ses beyond the
�antml of an� vvitho�k tlae fau� or negligence af t�ze C�ntractor, �d shc�uld it be det�rmined by
mutual cnr�cc�t of the Cor�tractar arLd City tha�t a sQh�iQn ta allow cansfaruatiox� to proceed is �aot
avail�hle witlair� a reasanahl� periad af fime, Contra��ar may request an extension ir� Contra�t
Time, directly att�xbut�bl� ta any sucla susp�n�iorn.
C. If it s�iauld became necessarytv suspend the W�rl� for �n inde��e periad, the Cantractor s�all
stor� all mat�rials in suc�a a rna�ner that they vvz�l not a}xstruct or impede the public tmne�essarily
nar becc�zxz.e damage� in any way, and he shall take e�ve� gr�caukior� to p�event d�mage or
deteri�ratinn of t�e work perfaxrn�d; he shall provide suitable drainage about the wark, and erect
tempt�rary sixuctuires where necessary.
D. Car�tractoor znay �e r�imbursed far the cv.�t af m�ving his eq�ana�.n.t c�ff the 301� and returri�ng the
necessax� eqraipm�nt ta the j�b when it is deternained by the City #hat canstruciion rnay be
r�sumed. Su.ch r�imbuxsezne�xt shall be bas�d an actual cost ta th� Contractor af mo� the
equ�ipment aad nn prof�t w�I �e allnw�d. Reim�urserr�ent may nat he allowed if the e�uipnnez�t is
rno•ved to anath�r canstruction ��-njcct t'ar tke City.
crrY a� FaRT wo�T�a
STANI}A1�17�'ANSTRUCT]aN SP�E[FICATIpn DOCiJIvIEN'i'S
Revisi on: 8�1
��77200-I
GEhlERALC�N�ITI�IV 5
Page $S af S3
��.�� ���1�fljt �67''1°Yi�i1CI,#EfOi'�t17�lSE
A. T'he c�currence ofany or�e ar rnore af tl�e fo�l�win.� events hy waynf exatnpl�, but not of }immitatian,
�.aaX justify ternvnati�n. fo� ca�ase:
1. Cantractor's pexsistent �ailure �o perform the Work in accnrdance with the Cc�t�act Docum�nts
�inchuiing, hut not Iirxvted ta, failure ta supply suf�cient skiTlec� warkers ar suitable rnaterials
or �quipment, faihzt'� ta ad.kaexe to the Project Schedule estabIished under Para�ra:ph 2.47 as
adjusted fram time to tuxa� p�rs�rant to Paragraph 6.04, or fail�re ta adhare to the City's
Bvsine�s Diversity Ent�xpxise ardanauce #2���fl-�.�-2011estahlished under Para�grap4�
�. ��. JJ� D
2. �ontractar's disregdrd �f I.aws ar 1�gulations of any public t�ody havmg juri�diction;
3. Contrac�or's repeated di.sx�gard of the authaxity af G`it�; a�
4. Cpntractoz-'s violatian m arnr suhstantial way af az�y �rovisiar� of the �ontract Dacuments;
ar
5. Contra�tor's failure to poramptly rnake �od any defect in rt��terials or wo�rlamanship, or
defects a�£ aiay tiat�rre, �e correcti�n a�whach has been directed ��vritmg by the Cit�; or
6. Substantia� mdication that the Cor�tractor has made an unautharized as�i�ginment of the
�a�tract ar ax�y fuads due therefrom for the beneft of any creditar o� for any ather prucpas�;
�r
7. Substa�.taal evidence t�t the Coniractor has beco�.ae insohrent or ba�larupt, ar otfierwise
�'max��ia]Iy unable ta carry an the Wa�rk satisfactaxx1y; or
S. Cont�actox curnr�uences Iega1 act�an in a court o� Gazx�p��ent jurisdietion a�aiast trie �ity.
S. Ifone ormare ot'th,� evez�s icientif'�ed in Paragraph i5.02�L. oc�ur, City will provici� written n�tice
ta Cvn�actar and 5urety ta arrange a coxxference wiih Contractar and Suret�+ ta address
Can�r�ctnr's fai�Zre t� p�foxYx� the VL�ark, Canferer►�� shall be held �nt ]�ter than IS days, afier
receipt af natice.
l. If the City, the Car�tractox, anc� th� �urety do not agxe� t� allaw the Cantra�tnr ta pracaed ta
perfarm the c�nstruction Coniract, the City r�y, to the extent pernaiCted by Laws a.u�i
R�gulatinns, declare a Cvxxt�actor default and forrnally tei-ininate rhe Co�tractor's right to
GaI�1pYE� t�l� COritC'dCt. Contract�or default sball rtot be de�lared eartier than 2Q days ai�er the
Con.tractor and Styrety kzave xecei�red n�tice o� co�£erez�Ge tv ad�lress Gantr.�actoi's failure t�
perf'arxra th� i�orL.
�. If Coxxtracior's services are tez7nunated, Surety shall be obligated ta take �ver and perform the
Wo�rk. If�u�reiy d�es not cazza.me�nce perforn�a��e thex�nfwithm 1S Goza,secutive calentlar days
�er dat.� af an additiorial wri�tt�n no�ice demanditag Sure�s perfarirrance of its
CITY OF F�T WORTH
STANi)ARI] CCf7NN5T RU CT [ON 3P&CiF ICA T Ia�I HpCUMElV3`S
Re�ision: $�23r�A'l.1
Op72Q17-1
CENERAL CQPlb1Tl4N S
P�e 59 oF 63
abli�atians, then City, withaut praGess ar actxt�n at la�r, may tal�e av�r arry paz�tion af the
'Vdnrk ax�.d ca�mplet� it aa describ.ed belaw.
a. rf Ci� campl�tes the VVox�, City may exc�ude Gontractar and Surety fr�rn the site and
t�ke passe�si�u of the '9Vork, axk� aIl rr�ateriaL� az�d �qui�ment inGorporat+ed into the W�rk
stored at the Site or for wh�ch C�}+ has paid Contractflr ar�uxety but which are stared
elsev�here, and fmish the �Ti�ark as City ma}� deem expedient.
3. V�hether Ci�y ar �uret�r campletes the Woxk, Cantractor stia� nat iae e�itled to receive any
further pa�maent untii the Woxk is finished. �f the unpaid halance af �.ae �arriract Price ex�eeds
all c]aimns, casts, losses an,d damages susl�irted by C;ity azasing out nf or resultim.g �ram
campletang the Warl� such excess wi� b� paid ta ��ntractax. �f such cla�, eosts, losses and
d$.xnages exceedsuch unpaad balance, Contractarsha� pay the difFercn�e to City. Such cla-irr�s,
casts, losses and damages �curred by Gity w�l, be incorporated in a Change Otder, pravided
that when exer�ising any righ�s or rem�dies �d�r f1� Paragrap�, City sha�l raot be req�ired to
obtai�a the lowest price far th� Wark performed.
4. �either City, nor any of �s respeetiae cansul�nts, agents, officers, directars ox em�I�ye�s
shall be �n ariy way liable ar accountable ta C�ntra�tar �r Surety for t1a� xn.��d lry which th�
curn�ietion of t.he said �ork, vr any portiaata ther�eof, may be ac�ornplish�d ar for th� pri�e paid
�.aeref�r.
5. City, notwithstanding the methad used in �omplct.�ag the �oniract, shall nat forfei� the right
to recaver damages frorn. Contr-actor or Sln-ety �or �ontrac�ar's faihure ta t7m�ly cc�xaplete the
entir� Contract. Contractor sha]] ncrt be entLtled ta any claitr� an account nf the methad used
by C�y i� con�apl�eting the Contract.
6. Ma�ntenance of t}1e �ark sball continue tn �ae Co�ractar's and Surety's reticpQns�bilities a�
pravided for m the hond x•eqwr�ments of the Contract Doc�nts ar any spe�i�I guarant�es
pravi�led f�r und�r the Cnntract Dnclonents or ar�y afher alaiigati�n� otherwise prescnbedby
]aw.
C. 1Vatwithstandiug Paragxaphs 1S,U2.B, Con�a.ctor's services wili nat be terxx�ia.uated if Contractor
begins within seven days of recei�t of notice of iantent to t�i7ninate to correct its �ailure to pe�%rm
and �raceeds diligentty to cure such failure �vitl�ti zaa mare than 30 �iays of receipt of said notice.
I). �h�re Con�'a�tar�s servYces have been so terminated hy City, the �ernunatiaz� w�l nnt affe�t any
�ights ar remedies of Cztp again�t Coontractar t1�en �xisling or which may theseafteraccrue. Any
retentian ox payrnent af m�neys due Coniractox bPy City w�71 x�ot xel�ase Co�atxa�tor �rom �iabiliiy.
E. If and to th� extent that Contractar has p�rovi�te�l a performanc� bond under th� pro�isions �f
Paragraph S.i��, the terixun.ati�n procedures of that band �ha11 nat supersede the pravisi�ns of this
Az�i�fe.
CITY �F F'DRT IJVORTFi
STANDAR➢COMSTRLIGTiON 5PEC1NICdT10i� TJOCUMENTS
Revisian, 82�Jdf1Ql
�p 7a 04- I
G�f�ERALG4N01TI0N S
�'age b4} of $3
15.Q3 City A�tt� ?'errnfncri� Far Co�tuerafenc�
A. Ciiy may, wrthaut cause and without �rejudice to ariy other right or renaedy of City, t�rtz�iri.ate the
Contract, Any termi�ation shall be effectedbyma�ilir�g a notice flf the termmatian to the Cox�bractor
specifying the extent ta which perfarmar�ce �af �7Vork unde�r the cantract is temr�itr.ated, and the date
upan vvhich sueh term�a�:ian �]�G4S�.�S eifective. Receipt �f the notice shall �e �teemed
�oz�clusively p�resluned a�ad establishe�i whex� the 1�tter is placed in the CTnited States Postal Service
Mail �ay the �iry. Further, it sha1� be deemed cnnclus�vely presux�d and establ�shed that such
t�rmia�ation is made with just cause as t}�e��ei�n stated; and nn praof in ax�y cJair�n, demand ar suit
shall be r�quired af t�e City regarding such discretianary action.
B. After receipt of a txatice of ternvnation, and. except as atherwi��E directed t�y the City, the
Can�actax s�.aIL•
�. Stap w�rkunder the �antracton the date andt.� the extentsp�cified in the notice ofternvnatian;
2. place nQ fiat�ther arders �r subc�tracts far rr�Gerials, seryices or �aciliti�s �xcepfi as nr�ay b�
necessary far cornpletion af such portion oF#he War�C under the Ca+�ct as is n�t termin�t-�d;
3, te�ra.aivaat� all orders and su�contracts ta the extent that they re]ate to the perfa�rmanc� a#' the
�Ti�ork texrt�at�d by nnt�ce of termina.tian;
�. transfer title ta t}:�e �id:y and deliwer iri the maYv�er, art the tunes, and ta rhe extent, i� at�y,
du•ectecl try the Ci�y:
a. the fahri�ated om unf`abricated part�, VL�ork in pragr�ss, campleied �JSiark, su�plies and
o�r rnaterial prodticed as a paxt of, ox acquired m connection rx�i�h the gerforn�anc� af,
tk�e Worlc terrminated by the n.otice of the terrn�atia�; and
b. the c�rnp�eted, or partially cam�lete�i plans, dravvjngs, in£orrnation and other PrapertY
w�ai�h, i� t�-ie Cantract k�a.d heen campleted, wou�d liave been r��uired to be �.u-ni,sla.ed ta
the City.
5. comple�e perforn�ance of �uch Work �s shall not have been termiriated by th� natice af
t�rminHtL0i1�; SriC�
b. take such acti� as may be necessaxy, c� aa the City xn.ay direct, fvr tb.e protect�on and
preservation af the p�roperty related to �� contract whzc�a is in the �session a� �ie
C�ntra�tar and izk which the �wner has ar ma� ac.quire the rest.
C. At � time �pt latex tk�.an 30 days after the teru�ati� da�e s�aec�ed in the �atzce o#' terrnination,
the Cantractc�r may submit ta th.e Cxty a�t, cert�fied as to quantity and c�u,a}it-�, af ac�y or all items
of tezxx�irratian invezrtory nat previ�ausly dispr�sed af, exGhzsiae af items the disposi�ion af which
h�s laeen direcf�ed or authari,�ed by �ily.
CTPY DF PORT W�RTH
STANDARDCD}�5TRUC'fi�N SPECLFlCnYION 17f7CY7MENTS
Revisian: $23�IIZ7
�o ra oa - �
G�N�RAL Cbl+lD ITiOH S
Page6l vf63
D, Nat later than 15 �ays therea£�er, the City shall accept titl� to st�h it�xns pra�ided, �hat the Iist
subnutted shall be subject to w�rific�tion by tl�e City u�►�n rem�l af fi1a� itexxi,s ar, if' the �t�ms are
stared, witk�in 45 days from the date a�' submi�sion of the list, ax�d any ne�essal-y adjustments to
correct the l�t as su�mitted, s�a�[ be rna�e gz�ar to final settl��ez�k,
E. 1�Tot later than G[l days af�er ibe ncahice af' tertxut�ati�n, the Contzactflx� shall subrn� hrs termir�ation
clairr� ta xhe Cit� in the fo�zn and with the cerYficatzor� �rescnbed hy the City. Unless an exte�sian
i� rnad� m writmg vvith�z� such 6� �#ay �erial lay �ae Contr�cto�r, and granted lry th� Ci[y, an}� and
a31 such clain�s shall he conchrsiveXy de�med wai�e�.
F. In su�h case, Co�►tractar shall be paid far f withaut duplicati�n of any ite�):
1, cornp�eted and accepta.ble Vi�ark execut�ed in a�co�ti�ce with the Coratract Doeuments pxzar
to the effeativ� date vf tertnination, includan.g fair and reasonable s1u�s for overheat� and prof�t cm
such V�ork}
2. e�p�nses sustairzed priar to tbe effectiv� date af terminatian in perfat�ning �ez�ri�es ar�d
fi�rnishha�ng lab�r, mat�eria]s, aar equipment a.� requ�-ed �}r ihe Contra�t Docume�ts in Gonnectio�
with �.nc�rngleted 'W�rk, ptus fair and ressonable sums for o�erhea�l and p�rof�t an su�ch expenses;
and
3, reasonabl� expenses direetl� attri�ble to texminatian.
�. �n tha e�ent of ihe faihare af the Cantractor a�cf C�ity to agr'ee �tpon the whole amaunt to he �id
tn the Contractor by reas�n of tha tez-r�aina�ian �f the Warl� the �ity sha�[ c%t�rmirie, �n the b�sis
of in�orn3atian available �a it, �h,e amount, af any, du� io the C�ntractar hy reasan�f the tei�uinatian
and s3�all pay ta the Crnsiractar the arnaunts d�termined Cor�ractor shall nat be paid an accoLu�t
af losa of anti�ipated prpfits or r�venue ox other econarruc �Oss arising out of ar resutEirig frona
such termination.
ARTICLE 16 --DYSFLTTE RES4LU'1'��N
IG.4J. Alethod,s �arad P�^ocadt�es
�. E'rther City or �rnntractar may request miediation of any Contxact �lair� submatt�d far a deci�i�on
uridex �aragraph 1�.�� befare such dacisi�n be�o�nes fin.al and binding. The r�quest �a�r m�diation
shall be subrnitt��. to tE�e �t�ier party to the Cantract. Tinaely submissian af the request shaJ1 stay
the effect af Paragrapl� 14.�6.E.
�. City and Cnniractar si�all participate in the mediatian. �racess in good faiS�. The proc�ss shall be
cvmmenced wiithin. 6� days of filire�� oi ihe request.
C. If the Cantract Claiu�a as na� r�solde� by mediatian, Ci#�'s action under Faxagraph 10.�d.� or a
denial ptusu�nt to Parag�phs l0.flb.C.3 or la.Ob.D shall becorr�e �'inal and hindiing 3a days ai�e�r
terixutnation ofth� mediation tmless, �rzt�ux� ttaat time p�riad, City o� �:onlractor:
crr�r oF Foxx wa��r
STAl`iDARACD�7STRUCTIpN SPBCI?�ICATLtiN DdC[Th�E�'TS
Ftevisiom: 8!]3J�.1
oa��aa-i
�EN�Ra�Lcar�olTfo�v s
Page G2 vf Q3
1. elect� � wr�ting ta invnlse any ather �ispuie re�alution. �mcess prowisded for in the
�upp�xnentary Conditions; rnr
�. agr�es with the af.her �aarty ta submit fihe Cantract Clain.a to ana#�er dispute resohitaan
�]FflC�55� OT
3. gi3res written natice ta the other party af the intent to subznit the Contract Claim to a covxt of
corn�petent Jc�a�isc�iction.
ART�CLE 1'i — MI,SCELLANEUUS
1.7A� Ga�ing 1Vutice
A. Whex�evex azay pt�avision �FYh� Cantra�� �aGuxnents r�quires the giving of written notice, it will
he deemed t� ha�e laeen v�lidly g'rven if:
1. de�ered in persfln ta tI�e indi�idual or to a member af t�r,e frz�m ar tn an nffic�� af t�e
cozpor�tiar� �ar whom rt is intended; ar
2. de�i�v�x�d at or sent by registered or cerafied mail, postage pre�aid, ta th� last busi�a�ess
address lmown ta fhe gi�rer a� tl� Jaatice.
B. Business address c�anges mu�t be pro�rt�y �aaade in wrifang to the othex parCy.
C. Whene�ver the Cantra�t Documents spec��s givin� noi��e by electro�ni� means suGb. electrani�c
notice shall be de�med sufficient �oz� can£'�rnnatian af receipt by the receiving pa.t'LY•
17.0� Corlapu�ataare afTimes
Wk�en any periad of time i� r�ferred to in the �ontract Docum�nts by days, it will be c�mputied t�
�xclude the first and inclu�le tlie Iast day of such p��. If the ]ast da� o� �ny suck� �criod �lls on a
Saturday odr S��r►d�y �r on a day zxxad� a Iega1 �aliday the next Working Day shall becozme the last day
af the period.
17.03 Cumr�lattveRemedtes
The duties and obligatiot�s irnpased 1�y th�se General Conditsans and t,�e �gl,ats a�ad remedie� a�va�able
hereunder tfl the parties h�r�ta ar� in addit�oQa to, and are nat ta he const�ru�din �ny vvayas a Iimi�aiion
af, at7y rights and remedies avai�able io any or aIl af th�ezn which ar� atherwise impa�ed or available
l�y Laws or Regulations, b�r sp�cial �varranty ar guarantee, or by other provis�ons of the C�nntract
I�o�um,�nts. The pravtsians of this Paragraph will be as eff'ecti�ve as if repeated spec�"�ca11y in the
Contract Dacu.mex�ts ux connectio�n wiih e�ch particu�r duty, �hligation, right, and i�err�dy t� wl�ich
tiieY aPP�Y-
CITY Q� P�RT WDRTH
STANI]ARDCOhi4TRUCTtON SPECII'ICAT[aH D[]CI7M�NTS
R�visian: $���
06'T2 00 -1
GENERAL COND I71 QiJ S
Page fr3 ofG3
17.44 Sur�uiva2o.f'Dbdigatlons
All representati�n�, indetimi.ftcatians, wairat�t'tes, �ncf guarant�e� rnad�e in, requ�ed by, nr giver� in
accardance wTith the Cant�ac� D�cur�ents, as weIl as all c�nt�iuing ahligat�ons i�d.icated in the
Contra�t Dacuments, w�l surrri�re final p�yaz�,e�t, comp�eti�.a, and acceptance �f the Work or
terrninatian ax completian a�'tk►e �ontract ar terrnn�atinn oF � set-vi�ces af �ontractar.
17.05 �Fi�adings
Article anri paragraph headings are inserted fflr cenvenienc� onty ax�ci do not constiiute parts �f these
G�neral Cflnditions.
CITY OF F�RT 'WOiRTI3
STANnARDGo]asTRucT[4N SP�C[FICATI�x nbCt1M�N'TS
R�ision, &�J.�Z(1Q1
00 �ra ao
SUPPLEMENTARY Cdl+lDTTIONS
I'age 1 0�6
2
�
5
5
7
8
9
ia
11
12
�3
l�
1�
lb
17
1$
19
�0
21
z�
23
24
25
26
27
2$
29
30
31
32
33
34
35
36
37
38
3g
40
41
42
43
4�
45
�6
47
SECTIDN �U T3 �0
SC7�'I'LEMENTARY CONDITIONS
TD
GENERAL CONDITT�NS
Supplemexxtary Canditaons
These �i.ipplemeut�ry Cauditio�,s modify and supplement Sectian 00 72 �� - General Condiiiozzs, and o[her
pm�isions vfthe Contract i3ocuxnents as indicated belaw. AIl provisians af the Genexal Condilians that are
rnodified or suppicmentcd nemain ir� fiall foz-c�e and ef�'ect as so modified or supplemet�ted. All pro�risians
o£ the Gener�l. Gar�ditians vahich are nnt ao modi�"ted or s�pplemented rema.in in full farce and e£fect
D�fined Terms
The tem�.s usad in these Supplernentary C�nditia�s wh�ch are de6ned in the Crener3l Canditaons ha�+e the
meanin� assi�ed ta them in the General Cazwditiaris, unless spe�i�ically nated hexein.
Modi6cations and 3npplements
The fallowing are insfructi�ns fhat mndify �r supple�nent specific paragraphs in th� Genexai Copditions and
other Cnntract Documenf�.
SC-3.43B.�, "Rsesalving 1}iscrepancies"
Plans gavern over 5pccifications.
SC-�4.�1A
Easeme,nt �irxrits shcywn pn the Drawing are approximate and were pro�ided t� establish a basis for hidding.
1Jpan receiving the final easements descriptions, Con�tactor s�all �ompare them to the lines shpwn on the
C�ntracf Drawings.
SC-4.�] A.i,, i�Aw�ilahility af Lands"
The 1��l�owing is a Iist af knawn outstanding right-of-way, and�or easemeao.ts tv be a�qui��d, i.f any as o�'
3uly xo22:
ilutstanding Righ# (lf-Way, andlar T,ascments ta S� Acquired
PA1tCEL OWNER TARG�T DATE
N�IMBER Dk' �QSSESSIC3Ai
NONE
The Contxa�ior und�xstands an.d ag�ees that the daics listed abat�e are estimates anly, are nat �uaranteed,
and da n�t bind tha City.
If' t;ontractor c.Qnsiders the finat easements provided to di�er maEerially from t,�� rcpresentations on the
Cantract Drawings, Cantraefar shall witkun fzve ��) Business I]ays and befnx� proceeding with che Work,
nfltify Ciiy in writin.gassociated �rith the differing easemet�t line jocations.
CITY DF F�R"f WORTFI
STAI��ARD COIY5TRi7GTI0i�fi SPECIFICATIONI74C[314C�'sl+l'fS
Revised March 9, 2020 ADDENpjJM No. 1
c�n� �xic Fou� n��zz�
CiTY PI�O]ECT 1+ID. 14099�
na �� o0
SCIPPZ.BM�lTARY CDNDTTZp1�S
Page 2 of 6
l
2
3
4
5
6
�
�C-d.01A.2, {-0�i��l�bility nf Lands"
ilfil�iities ar abstructzams to be remnved, adjusted, an[tlnr relocated
"The fnllnwin� is list of utilities andlar qbstructi�ns that have not been remo�ed, adjusted, anrllc�r relocaked
ss a�.��i� �az�:
EKFBL'�'EI] iTTILTFS� ANI] L,OCATIbN
�WNER
TAI�C�13T IaATF C�F
ADNS�MENT
�I�[i1�1�
8
9
ia
ii
12
I3
14
15
1s
1�
18
19
2�
21
2�
23
24
i5
2{
27
28
29
34
31
32
33
3�
35
3d
37
38
39
d-0
41
42
43
4�F
dS
4G
A�7
The Contzactor understands and agree� that the dates listed ahcs�e are es#irnates only, are aot gua►rarAteed,
az�d do not bind the City.
�Cw�#.Q�A., "Su6surface and Physie�l Gand�tinns"
The follawing �re reports of explorations and tests af suhsurfa�c conditiams at th� �it� of-the Woz�C;
A. geotecknii.cal engineeriz�g repor� titl�d "G�at�chnieal F.s�gineering Study Clear �'ork Lift St�taon a�d
Force 1_I+fain aloz� CTear Fork Trinity Ri�er from W, �f Rngers A.�enue ta W�. S� StC06f, FDI'C V114I'��1, Texas",
da6ecl()ctaber 3U, 2020, pi�pared hy �MT Eugineeri�ag, Inc., a sub-�ansuItant af I�iinley-Horn &
Assc�ciates, Tnc., a consulE�tnt of t}�e City, providing a�dditional infotrnatian vn e�aluating general soil
conditions at the praposecl site and ta cf��elc�p geotecl�nieal engineering design recammenclations.
A geotechnical engine.ra-ing �port titl�ci "�4ddezidurr� #I --- Additional Labvratary Te�sCin� Cleat� Fnrk Liti
Station and Force Main alnng Clear Fork Trinity River frorn W, of Rogez•s A�enue to �1+i. 5"' Street, Fait
1TJarth, Texas", dated �e.�embea� ] Q, 2a24, prepa��d hy CMJ Engineeri�g, Lnc,, a sub-consultant a�Kimley-
Harn & A.ssaciafes, Inc., a co�sultant oFthe City, pro�idiug additional inffl�rnation aas evaluating genera.l
sail cattdit�ons at ihe praposed site and to develop geatechnir,al eng4neerin� design recQmrctendatiflns.
The �allawing are drawings afphysi cal c�ndi�ipns in Qr relafing to existi�.g suxface and subsu�'f'ace
structures �except Underground Faciliiies) whicb are at or cantiguous to ihe site of the �York
NON�
SC-4.06A.,'�Haaardous Env�iran�nnnez�tsl Condftinns at 5ite"
Thc fvllowizxg ar� reports and diawings afexisting hazardous enviro.nmental canditians knnwn ta the City:
1V UNE
8C-5.fl3A., "Certi#'icatea of Insurance°'
Thc cr�tities listed belaw �re "adc�i�ivna� ivasureds as tlaeir irrterest m$y appaar" including their resp�ctive
o�'kxce�, directors, agrents and emplayees.
(1} City
�2) Cc�nsultar�t; Kitnley-Horn �nd Agsociates, Inc.
(3} Other: ZJninn P�cltic Raiiroad
(4} (7ihei; �nri 4�ortki & Western Railraad
{S} Uther: Tarrxnt Re�ional Water �P�fricf
cx�r on �oxT �voRrx
STAT+IDARI7 CQI�[STit[!C'CIOhI SPECIFICATIQId DOCUhiEIVTS
Re�ised March 9, 2p2� ADpENT)UM No. ]
CLEAR FQRIC FDRCE 1vi1�RY
CITY PRO7ECTN0. Iq�946
4U 73 UO
SLIPPLBMENTt�RY COl+(DITI�NS
Page 3 of G
1
2
3
�
5
d
7
8
9
IO
�z
1�
13
14
15
1 fi
17
i8
1�
2Q
21
22
23
24
25
26
27
28
29
3D
31
32
33
3�4
35
36
37
3$
39
40
41
42
�43
�
45
�#6
47
48
SC-5,Q4A., "Cantrac#or's Ynsurance"
T'he �imits o€ lixbility for the insurattce x�quuedby 1'ara�Ia GC-5.�4 shal� pxovide the fallowing
cavezages for nat less thsn the fQllowing atnounis or �i�eater w�i�re required by laws �d regulations:
S,4dA. V�orir�:rs' �:amgensation, under Paragraph GC-5.��A.
Statu�ar�y limits
Ern�loyer's Iiahility
� 1 b0,�{{l� each aecidentloccu�rence
$IOD,IX1{1 i]isease - cach emplayee
1 000 DOii Dt�ease � olle �imit
5C-S.Q4E., "Contractnr'� Insnranee"
5.U4E. Corrunercial Gen�xal Liabiliry, und�' Paragraph C�5A4B. Cantractar'� T.iahility .Insuxance
und�s �st'agra�h GG-5.448., which shail be on a pex pxdlect hasis car�ering the Contractur with
minimurn limits of;
�� U�DD,�{l{I each accurx�c�
$3,ODO,OUI3 aggregate limit
The policy nnust have an endarsezz�nt �Amend�nent — Aggregat� Limiis of Insurance) zna�ing the
General Ag�regate Limits apply separately ta ea�h job site.
The Comm�rcial General I..ia�ilitir Insurance policies shall provide °`�''i"� "�"� &[1L� "U" GDVeI�g��S.
ilerificatiat� of such caverage xnust be strpwn in the Remarks Att�i�le af the Certif cate af Insurance.
SC 5.04C., "Corttra�tar's Insurance"
S.Q�G. Autvmn�ile �.iahility, under P�ra�aph GC-5.04C. Contractor's T�i,atbility Insurance under
Paragraph GC-5.44G., wk�ich shall be in ar� arnount not less tk�an the fnllavving aanounts:
{1J Automobile Liability - a aammercial business pnlicy shali pravide cox+erage o�s "Atry �u#a",
de�'wed as auta.s owncd, hit�tl and non-ottmed.
$1,O��,fl00 each aeciden� o�n a cnmbin�d single timit basis. Split 3imits are acceptable if limits are at
least:
$250,DU0 Sadil� Inju,�Y Iaer persan !
$SDU,�DU Bodily IajurY per accident 1
$ Id�,�00 Pxaperty Damage
5C-5.04D., "Contractc�r's Insu,ranc�"
'I'he C�tractar's ca�sttuctiaat activities will require its enzployees, agents, suia�on�ract�rs, equiptnetit, and
matexis� deliweries to crass railroad pxoperties and #racics Union P��i�"ic I�uilraa� and Fort W arth and
'4�V�stern RaiIrvad.
CITY �F FORT W�RTH
STANDARI] CdNSTRiICTLON SPECTFiCA'I'I(7N DOCi]A+iFsNTS
ltevisedMareh 9,20zG �tD�]�UM No,1
C:L�A[L FO�tIC FORCE MAIN
�I7'Y' PIL07ECT NQ. 190496
00 73 00
SLIPPI.E.Ivf�N�'�R'SC C�PlDTi'T41V5
P�ge4af6
I
2
3
4
5
�
7
8
9
14
11
12
13
[4
15
16
17
18
19
20
21
22
23
2�
25
2fi
27
28
29
3D
31
32
3�
3�
3S
36
37
38
39
40
41
42
43
44
45
4b
47
48
49
5�
51
52
53
5�4
55
The Cor�traetar sh�all c�nduct its oper�tions an xailroad pmperties in sucl� a mant�er as nat to interfer� with,
hir�der, oz obstruct the railr�ad �om�any in a7ay rnanner �rhatsoe�er in the use ar opera�inn of it�lt�eir trains
ar othcxpr�p�ty. �uch operations vn railroad praperties may require that Contractar to s�ecute a"Right of
Entry Agreeruent" with the particular railroaci carnpany vr campanies invalved, and ta tliis end the
ContracGor shauld satisfy itself as to the requirements of each railraad company and he prepared ta execute
the rigbt-af-entry {if a�y} required hy a rai�raa� cortzpany. Tl7e requiremcni� specified herein �ikewise relate
t� the Contractor's use afp�rivate ab.d��x constru�tion aecess r�ads crossing s�id railroad carnp�z�y's
pzvperties.
1� Contr$�tual Liahility coverage requXre.�l by �aragraph S,44D of th� {"ieneral Canditiozas shall pravide
c�r�erage for not less than the fallowing amaunts, issucd by coxnpanies sati5fa,ctory iq t}� City a11t1 to the
R�.tiroa�d Campany for a term that cot�tinues fnr so long as the Cr3ntractar's aperations and work cross,
accupy, ar tauch railrasd property:
[1} General Aggregate:
(2} Each Occurrence:
� Required for this Cantract
�4;,OQO.�QCI
$? 0� 0�
NnC t�quired for #.h�s Cont�act
Witkx respect txa the abvve outlined insurance requirements, the iallawing shall gavern;
1. Where a smgle railrvad cornpany is in�olved, the �arttractor siia.11 pravide one insuraztce policy in
the name of the raitro:id �ampany, Haw�.wer, if more than one gr�de sep�ti�n oz- at-grade
crnssing is affected by the k'roject at entirely separate locatians on the line ❑� lines of the saxne
raiI�nad. epmP�ny, separate caa�rerage rnay h� requit�d, eacl� in th� amount st�ted ahave.
�. Where mvre tban �e railmad com�any is Qperatirrg on the same righi-of-way or where se�veral
railmad companies are involved and operated on their vwn se�arate rights-o� way, the CanYraetar
may be required ta pi�vide separaie i�sw�ance palicies in the name af eaEh railraad crnnpar�y.
3. If, in addition to a grade separa#ion nr �n at-grade crassing, other �vc�rk ar activity is prtsposed on a
xailroad company's right-of way at a Iocativn entirely separat� fram thc grade s�-ation ar at-
grade crassing, insurance caverage fQr thi,a woxl� rnust he included in the polia}r cgvering the gxade
separatio n.
4. If tav gracie separatian is in�alved but other �work is prapn�ed on a railroad eompany's right-of-
way, all such other wurk may be cavered in a single palicy for th�t railraad, e�en thaugi� the wark
may be at two or more separate locati�ns.
No work ar activities on a��ilroad �onnpany's properiy to be per%rmed by tUe Car�tractar shall be
evmxx�enced until the Contca�t� has fu�'nisb.�d the City witk an ariginal palic� or pnli�cies �f the ins,uxance
for each xailraad campany n,amed, as xequireti above. All suck insurance must be approyed b� the City and
each affected Railroad Com.pany priar to the Contra�tor's be�in�in� work.
The insurancc �pecified abvve znust be �arried untii all 4Var� to be per€om�ed on the railroad right-of-way
k�as been completed and the grade crossing, if xr�y, is cto l�ngex used by the Con#ractor. In addition,
insurance must be carried during al1 mainf�nance an�Uor repair wark �erFartned in the railroad right-af-way.
Sueti insuranee rnust name Cha railroad cornpany as t�ae izasured, tog�thcr wiCh xny tet�atat or l�s5ee af the
railrnad eamparry npera�ing aver tracks inv�lved in the Pxaject
SC-5.04F., "Coniractnr's Insurance"
The �flntractor's construction activrtie� wi�l requice its empin�ees, ag�nts
CTTY DF FdiiT �'VOiLTH
SC�tNI3ARI7 CQNST'ALFCTTbN SPECIFI�A1'ION UCICi.TR4ENTS
RevisedMarch 9,2q2D Ri71:��:hII]Z]M ATo, 1
CLEAR FORK FQRCE 11�,II+i
CL7'Y F�.iF,CT T,€fl. 14D995
�0 73 Od
SUi'k'L.EMPN'PAkY L'DNDJTI�AIS
Page 5 af 6
1
z
3
4
S
6
7
S
9
1�
11
iz
13
14
15
16
I7
18
19
20
2I
22
23
2�
Z5
2�
2�
2$
a�
3�
3.1
3�
33
34
35
3d
37
38
3g
40
41
A�
43
44
45
�6
47
48
�.7L�V.U4.� [cProjeGt Schedule"
Praj ect schedule shall tre f�er 3 fai� th� pro,�eci.
$C-6.Q7., "Wage R�tesx'
'�`b.e fvuowing is t�e pre�ai�ing wage rate table(s} appli�able ta Yhis p�raject and is �rovided iz� the
Appendixes:
ZO l3 Prevailing Wage lZates (Hea�y and Hfghway Canstruciion FrajectsJ
�013 Prevailing l�a�e Rates {Cammercisl Canstruction Pra j ects)
A capy ofthe ta�le is alsa a�ailable hy acce��ing the City's wehsiie at:
� s:fl� s.f�rtworthtexas. ovlPra'ecil�esourcea!
'Y"�u �an acr;css the file by follawin� the dire�tory path:
02aCansmic�ion DacumentslSpeci�cationsfDivDO — General Canditians
SC-6.D9.,:aPermit� and YTtilities"
S� 6.49A., "Contra.ctar abta�ned �ermits and licenses"
Tke fallawing aze kuw,m permits andlor licenses required by tke Corritr�ctto be acquired by th� Contractor:
1, Union Paci�ic Railroad — Right of Entry
�, UniQn Paci�e Railroad — Roadway W orlCex 1'mtectianlOn-Track �a#�ky Cani7actar �rientatiaa
��ra�•axn
3. P�ort W arth & Westem Railiaad — Right oi �nhy
4. Fort �V+lorik� & Western Railroad — Raadway �Vorker 1'rote�cfionl�n-Traci� Safety �antractor
Qrieni�a#ion �ragxam
5. NTTA—Right oF�r�t�y
SC-b.Q9B. "City obta�ned permii�s and licen�e�"
The fvllvwing are knmvn p�rinits andlor licenses rec�uired 6y the �onixact ta be aequired by the G�t�:
1. �`xAO�' TJti�ity Iustallatian R�equest
2. LTnian Paci�e Raihbad— Crossing License Agree�xtetlt
3. Foit L�Varth 14� West+cem Railro�d— Crossing License Agreement
d�. i.TSAC� — Section 408 Autllorizatifln
5. Citv af Fart Warth = Fioodulain De�elopment Permit
SC-G.09C. "�utstantlFng permit� and licextse�"
'The follav�ing is a list af known rnrtstanding pet�ni#s andfar licenses ta be acquired, if any as of Jul,y 24F2Z:
[1ut�tanding Pexmit� �ndlor T.i��zses to Be Ae�u�red
471�'�N N� PERMIT OR iTC��TSE A�iD LOCATIaN
Cp af Fnrt Wortlt Flond lain De�vela Perrnit
CTTY QF FQRT WORTFI
STANDARB CDN3'i'RLICTI�N SPECIFICATIQIV I]OCUME�1'TS
Aevised 11+iarch 9, �Q24 AUi]SAIll[7M Na. 1
'fARGET DATE
OF PDSSLSSION
]uly 31, 20�2
CLE�AR FORI{ FQRCE 14it1IiV
Ci7'Y PRp.TECT3d0. 106995
ao �3 aa
SLTPPI.TRSEAlTA1�Y �.°DNDITIp�S
l�age 6 n£ b
1
Z
3
4
5
SC-7.4�., "Ctio�rdination"
The i.�di�iduals �r entities listed. belacv have cnnt��acts uv�.t� the City far the perForma��e af att�ex work at
th� Site:
Vendor Sca e uf Wark CppY[�3�Dfl Aut�lEll�i
La le Cra►atra� ' LP 22 MGD �ifE Statinr� a.t�d Pi�1ng CITY
ixzdicated in the I]rawin s
fi
7
$
9
lQ
11
f2
13
14
15
lb
1�
1s
1s
24
Z1
22
23
2�
2s
26
SC-S.f]�, "Cammanicatinns ta Cantra�tvr"
NON�
SC-9.01., ��City's ProjectMan�ger"
The City's Praject Manager far th�s Cnntra.ct is Liarn �:onlfln, or hisJher su�ccessar pursuant to w�rikten
n,atifica�on from kha Director of the W�ter De�artment.
5�-13.03C., "Tests and Inspectians"
NUNF:
SC-I6.U��.l., "Methads and Pracedures"
R1 ONE
END O�' SECTTUN
Revfsl�n Lag
DAi� NAME SUMMARY �F CHAiVG�
'1�2212f116 F. Griffin 5G-�.�1., "Citys Profect Representativ�" wu�rding changed to City's Project
M�riager.
31912a20 ❑.V. Maga�a 5�-��07, Llpdated the lir�k such #f�at files can �e a�cessed via #he City's
wehsit�.
27
2�
a�
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31
32
33
CITY QF PQ}�T WOILTH
5TAIVDAAT7 CQN5TIZLICTIOIV SPFiCIFICATIOT! IUOCLIM13iV'f 5
Rc�iscd M�h 9, 2020 ADDEI+iBUM T�io. 1
CJ EAR F�RIC k�OKCE iviP�1N
CTTY PR�]ECT IVO. 14099fi
o� ia aa - t
su�t�Y aF wozezc
Page 1 of3
�
2
SECTI[7N 4]. �.144
SL]MMAI�Y (JF W C)1ZK
3 PARTT- GENERAL
4 1.1 Si1MMARY
5 A. Section Tncludes:
6 1. Summary of Work ta be per£ormed in accordamce with the Cantract Dacu2ner4ts
7 B, De�iatians frorn tlais City afFdrt Worth 5tandar� Specif�cakian
S 1. Nvne.
9 C. Related �pecificati4n Sections include, but are r�at z�ecessarily limited to:
14 L. Divis�an �- B idding Requirements, Cantract Fa�rms, and Candi� ons of the Cantract
11 2. Di�visia�x 1- Gene�al R.equirerr�exa#s
12 1.2 PRICE AND PAYMENT PR4CEDURES
13 A. Measfuement and Payment
1� 1. Work associated with Chis Item is considere� �ubsidiaxy to the variaus items bid,
1 S N'o s�parate paymen# wi�l he allowed for this Item.
1 � 1.3 REFERENCES [N�T �SED�
1 � 1.4 ADMll�STRATIVE REQUIREIVIENI�'�
18
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20
21
22
Z3
24
25
26
27
28
29
30
31
32
33
34
35
3b
37
38
A. Wo�ic Cavered �y Cantract Dacuments
1. Work is to anclude f�u7tis#�ing a111abor, ma-�cetiais, and equipment, and pez�'flxming
all Work nocessary for this canstruction project as detailec� in the Drativings and
Specificatians.
B. Subsidiary Work
1. Axzy and ali War� specifically go�erned by dacuxnentary requi..rements For the
praject, �ch as canditions imposed by the Di-awings ar Contraat I3o�um.ents ia
whicb. na specifc item for bid has been providetl far in the Prvposal and t}ie item i.s
not a typical unit bid itern incl.uded on the standard had i.tem list, then th� item shall
be �onsidered as a subsidaary item af Work, the cost af which shall i�e included in
the prir.� bid in tkxe �ropasa� far �arivus bid iteins.
G. LTse of Pre�nises
1. Coordinate uses af pr��zaises under directian of the City.
�. Assume full responsibility for protection and safekeepin� �f materials an.d
equi.pment stored on ihe Site.
3. Use axid accugy only partioaas afthe public streets arad allays, or arherpublic placcs
�r other rights-af way as pravided for iu tb�e ordinances of the City, as sLlown in t&e
Contract �acuments, or as zxaay be specifically autharized in wrif�txg by th� Gity.
a. A reasonable amaunf o�f toals, �mate,r�.als, ar}d equiprnent far construction
purposes z�ay lae stored in such spac�, bui na rz�oxe tban is n�ecessary to avoid
delay in the cansttuctian a�erations,
C1TY OF F�RT WiJRTH
S'I'�iNDARI] COI�FSTRUCTIQN5PECiFICATI�M DQCLTMSNTS
�CV1SCt� �ECCRltTTCY�, 2Q��
CL�:AR F�Iti{ FQRCE ivlA�ld
CITY PRD?ECT N�. 1�6996
vi �1 oa-z
S UM149ARY RF G�+�RK
Pa�Zuf3
1 lo. Excavated and �nvast� materiaIs shall he sto�•ed in such � way as zaot ta interfere
2 �vith the use of spaces that may be designated tn l�� 1eft free and ur3nbstruct�
3 and so as nnt ta i�ncanvenience accupants �f �daacent pmpet�.
4 c. Ifthe streef is occupzed by railmad tracks, the'Work sha11 be carried on iu �ucb,
S �,-,�nner as z�ot to interFere with the aperatzan af �e raitroad.
b 1} All Work shall. be iza accordance with railroad r�quiremenis set forth in
7 Divi�ion � as �c�vell as th,e railroad pe�mit.
�
9
lo
�. Work withinEasem�nts
1. Dc� nof enter u���n �t; �ate prop�r�y for ariy pucpnse wi�hout b.avizxg p�re�iausly
ahtained permission fr�m the owner of such prop�z�ty.
11 2. Da not store equipment or material on pri�vate prope,rfy unless aud w�afal the
12 spe�ified �pproval of the prc�perty awner has been s�ur�d in vvriting b�• th�
13 Cantracto�• and a copy furnished to the City.
14 3. Unlcss specifir.ally pravided otherwise, clear al� rights-af-vvay or easeernents of
1 S obs��tions wk�i�h rnust be rema�ed to mak� passilaie pr�per pra��utian af the
l 6 �Ox�C 215 ��]a.Tl ���12 �]T(1]�Ct CD�3fT'11Ct10I1 4�]eI'atiClnS_
l7
]S
I9
20
�1
�.2
23
24
25
26
27
28
29
34
31
3�
33
34
35
36
3']
38
3�
4�
�]
4. Preserve and use every perecautian to prevept d�mage ta, all trees, ahrubbery, plants,
lawns, fences, cul�exts, cuxbing,, and atI oth�r types of structures or improvem�nts,
ta al] water, s�wex, and gas lines, ta all cancPurts, averhead �ole lines, or
appurtenances thereaf, incluciing the cons�zuctian af ternppraay fences and to ail
ather public ox private property adjacent to the A�ork,
5. Notify th� proper representati�ve� of the �wners ar or,�upants of the puhlic or p�rivate
lands af interest in lands wh.ich rnight be affected by the ��rk.
a. 5uck nv�ce �hall be made at t�t 4$ haurs in advance of the beginnmg of the
�ork.
b. Nntices shaII be applicable fo both pubIic and private utility c�rnpanies �nd any
corp�x�tiot�, campany, indi�id,�.1, or ot�ex, either as owners or vccupant�,
whose land or interest in lazul migtzt be af�ecfed by fh� Work.
c. Be responsible for all darnage ar injury to praperty of any ek�aractcr resu�.ting
from any ac�, omission, negleeC, or rnisaanduct in tlae m�nner or mathad or
executivn of the Wark, ar at a�y i:ime due to �fective w�rk, naa�ez�ial, c�x
e�r�ipme�,
6. �e��e
a. Restoxe a11 fences eucountered and r�maved durin� carnstxucCior� of Che Praject
to the origznal az a bettex th�n original cvndi�ion.
b. firect tctnporary fencing in place of the fencing remov� wh��e�+er th� �Vark is
�o# in progress �d when t�he site is �acatad avernight, andlor �f ali tinr�es ta
pxouide site security.
c. The cast f4r al.l fence wark within easements, iucluding rerndval, temporary
clnsures and replacement, s�aal� be subsidiary to th,e �arious iYerns bid in th�
p�nje�t prop�sal, unless a bid item is speci�ical�y pxo�ided in tbe pi�oposai.
CTl'Y pF FC]FLT WORTfi
S'f'Ai�IDARf] COTISTi�UCTIflN 5PECIFICATIOI�! DdCIIIV[EN'C8
l�evised I3er.emb �' 2A, 2912
ca.E,a� �a��c r-o�c� �t,d►n�r
CCI'Y PRQ3�:CTI3�..1DL1996
011l66•3
SUMMARY �F WpRI�
1'agc 3 p£3
1 1.5 SYJBNSITTALS [IY�T iT�ED]
� 1.6 ACTI�N SUSMITTAL��f[1�IFURMATIUNAL S[]EMIT'1'A.LS [N�T LiSE]]]
3 1.7 CL�SEOLTT �[JBNIITTALS [NOT iJSED]
�+ i.$ MA�NTEN.A�CF. MATERTAL SU�1Vl�T��LS [NUT ii�Ell]
5 1.9 QYTAI.ITY ASSURANCE �NOT USED]
G 1.10 DELIVERY, ST�RAGE, AND 73ANDLIl�TG [NC�T USED]
7 1.11 �'X�+LD [SiTE] CdNDITIiINS [NUT USED]
8 1.1Z WARRANTY [NOT T]SED]
9 PART 2- P�OD[TCTS rNOT USEDJ
10 PAR'1' 3- E�ECUTION jN�T LTSED]
�1
12
END OF SECTIOlY
Revisi nn Log
i3.ATl? I�I�LME SEJ�LMARY �F CHAN[��
13
CI'1'lr OF FORT WORTH
STAI�IDARD CON3TIZUCTI� 5P6CI�TiCATION DCJCUMEAITS
R�wised December 20, 2R l2
CI,BAR NC]�zK h'(]RCE MAIN
GT'1`Y PRi3JfiCT NO. 10D995
O1250�-1
SUH3T�"f�ITIdA# P1L�CF�I7URE5
�ag� I af 4
2
s��T�arr o� �s av
�iTBSTfTiJT10N PRC]CE�i1RES
3 PART � - GENER.A.iI
4 1.1 �UIV�I+�ARY
S A. Sectian Includes:
6
7
S
9
10
lI
12.
13
14
15
I. The procedure far x�equesting the appraval nf substitutinn nf a praduct tl�at is not
ec�ui�alent ta a pz-oduct w1u�h is specified by d�scriptive ar perPor�ance cri#eria n�
defined by refexence #n 1 or more of tb.e followin�:
a. Name af manu�'acturer
b. Name of �endor
c. Trade na�ne
d. +Cataing numb�r
�. Su�statutians are not "or-equals".
B. Deviatinns fram this City af Fart Worth Stand�rd Spe�ifieataon
I, Natie.
�6 C, Related Speci��ation Sectians iz�clude, but are noi nec�essat�ify limi.ted to:
l7 1, Division U-- Bidding Re�uirements, Contraot Forms and Conditions of thc Cont�ract
18 Z, Division 1— Ceneral Requirements
19 ].2 PRICE �ND PA`1�NLE1�'i' PRQCEDUR��
2D A. Measuxement and Pa�rtnent
zl 1. RT�'k asso�ated with this �tetn is r.onsidered subsidiary ia th� varinn� i#erns hid.
22 No separate payment will l� allovved far this It�m.
23 ]..3 REFEREN�+ [NOT CISED]
24 1.4 AD11'iiI�ISTRATIVE RE�iTIREMENTS
25
26
�7
28
29
3U
31
3Z
33
3�
35
36
37
3S
39
40
A, �.equest fnr Substitution - Ger�eral
1, Wit�in 30 days att�ir a�vand of Conkract (unless n�tsd otherwise), the �iiy wi1X
r,qmsider farmal raquests frQm Contractar far sul�stitutian nf pmdwcts in place af
thase speci£'ied.
2.. Certain types of equipment and kinds �f material are described in Specificatipns by
means of xefex�ences to names af manufact4zrers and �ez�dors, t�-ade names, ar
catalDg numbet5.
a. VI�1?.1] �i5 II�B�IOC� 4� 5�1BC1�+1f]� 1511$�, it is n�t intended tn exclude from
ra�.sideratic�n other products k�eaxir�g other rnanufacturer's ar vendor's tiarnes,
trad� names, or catalog numbers, pra�icied said praducts are "'or-equals,'� as
det�rnLined by City.
3. Other t�rpes of equipment and �iu�s of material may be acceptable sub�titutions
un�r t�e fallawzng cond.itaans:
a. Oz-equals are �r�awailahle due tn str��e, discontinuedpradu�tzan ofproducts
m�etin� specified lvequir�ments, nr ather factors beyand cnntrol of C�ntractnr;
�r,
Cti'Y Dr FOliT WQRTH
STANDARD CONS'l'lZUCTIpN SPECIFICATIOIt! DQCiIMEIdTS
Revised duly 1, ?A 1 l
CLTAi.2 F(1i21C lCSStC$3vfAII+i
CITY PR[]3I�.i:I' NO. ]9[�995
0! 25 QQ-2
5US5'IITLTTIQh' PR4CEi7[1RE5
P&$C 2 4f �
i b. Contractor pi�oposes s cost andlor tirne reduction incentive io the �`iiy.
2 1.5 SiTBM�'AL.�
3 A. See Request far Subs#atutian F�rm {attachecl�
4 B. �ro�cxiure fnr R�quest�g Substitution
5 l. Suhsti.tution shall b� considered only:
6 a, Af�er award af Cantract
7 b. LTnder t�e conditions stated herein
S �. 5ubmit 3 wpi�s of each written request for su�stitutiox,, inc�udixig:
9 a. Documentakzan
lfl X} Carnplete data substantiating campliance af prop�sed subsiitution with
f f Contract I]ocuz[�rents
12 �} Data relating t� c�ange� in cnnsmuctiau schedule, when a reduc�ian is
13 proposed
1� 3} Data relating to chang�s in cost
1 S b. Far products
1b 1) Product identi�c�t'ron
17 a� Man�f'acturer's caame
18 b� Telephone number and re�resentati�e contaet narne
19 c} Speci�cataoz� Scetian or Drawzng reference af vri�inally specified
�� product, including d�scretc narr�e or t�g uumber assigned ta ariginal
21 praduct in the Cantract bo�urnen�ts
22 2j 1Vlanufacturer's lilcyature cleaz�ly rnarked to show c�mpliance ofp�ropased
23 product with Coniract Documents
2� 3) It��nized camparisvn af vrigix�al and �ropased praduet addressing �roduc�
25 characteristics incIuding, but not necessarilg limited to:
2G a� Size
27 b] Campt�sition ar rnaterials af constructian
28 c} Weight
29 d) Electxical ar mechazucal requi�ements
34 4] Froduct experi�nce
31 a) Locatinn of past prvjects utili�ing prnduct
32 �) Name and te�ephane number afpersons assaciated with referenced
33 pxajects knowledgeable conceming propased praduct
3¢ c) Availahle �eld da#a and repnrts assoeiated with praposed produ�Y
35 5) 5amples
3& a} Prq�ide at xe�uesE t�f City,
37 b} Sa�a.ples hecnme the pxopez�ly ofthe �ity,
3$ c. For canstraciian xxaethoc{s;
39 I) Detai�,ed description af praposed meth�d
�0 �} lllusiratian drawings
�41 C_ Appro�al ar Rejectian
�42 1.. Written approval or xejection �f sulastitu�ion �iven �xy the Crty
43 2_ City reserves ihe rig�it to require pz'opased product ta oomply with calor an�. pattern
44 of speci�ed product if necessary to secure desi�n intent,
�S 3. Iu the e�ent the substitution is appro�ed, the res-ulting aast andlar time reduct.iara
�46 wz1I be documente�. by Change Order in accordanee with the General C�nditians.
CITY dF FORT WOR'tH CLEAR �C]RIC PORCE MAI1V
$TA1+CflARD COIVS'1'1Zl3CTI�N SPECIFICATIOh] DOCLILvIFi�iT5 C1T� PR07ECT hiQ. iQU996
Revised July 1, �01 1
Q125a0-3
SUESTl'I'UTIUi� P1tdCEDLfRES
Page3 of4
1
2
3
4
5
6
7
8
4. ldo additional cant�act time will be g�.veax �oz se�bst�tu�ion.
5. Substitutio� �,vill be rejected if�:
a. Subn�it��l is not thmugh the Ct�ntxactor with his st�mp of approv�I
b. Request is nat made in accvrdance with this 5pecific�tion �ectiat�
�. In the City's vpi.nion, acceptanGe wil]. n-equire sul3stantial revisio� o�the �riginal
desi�n
d. In tl�e G`ity's apinion, aubstitutinn will not perform adequately the functian
c�nsistent with Che design zntent
9 I.6 ACTI�I�I SXIBMITTAISIIl�FORMATIflNAL SUBMITTALS [NOT USEI]]
1U 1.7 CLQSEOUT SiTB1VIITTALS [N�T USED]
11 X.8 MAIltiiTE1�iA11iCE MATERIAL SiJgM[TTALS [Nf]T USED]
12 1. g QU�iLIT'Y A55iTRA1wCE
13
14
15
16
17
18
1�
2�
2l
22
23
24
A. In making request for subst�itution ar in using an appraved pxoduct, fhe Contractor
xepresents that the Contractar:
1. Ha� in�vesti�ated pz-apased praduct, and has determined tt�at it is s.deyuate ar
su�eriar in all rsspects to that specified, and that it vuill perform functian far wh�ch
it is intended
2. V1riII p1�t�de sarne guarantee f�r 5u�stitute it�m as far product speci�ied
3. Wil1 caat�linate iz��tallatian af accepted suhstztutivn into Wark, to in�lude building
moc�ificatiat�s if necessary, making such changes as nnay �e requir�d fnr 'L�V'ork ta be
cc�mplete in all r�spects
�. 'Waives aIl �iairrxs fvr additianal costs rela#ed to substi.tution which subsequently
�'15�
1.].0 �ELI�ERY, ST�RAGE, �AlYD AANDT�XNG [NOT USED]
2S 1.11 FIELD [SITEj COlYI]TT'[UNS [N�'i' IISED]
2d 1.1� WARRANTY [NUT CrSED]
27 PART 2 � PROI]UCTS [NOT iTSEI)]
28 PART 3- EXECUTIDN [ik1�T CT�EI)]
29
3q
GND �F SECTTUI�i
Revisinn Log
IiATE NAMN SU�vIM��k'Y OF CFL4NG�
31
CI'1 Y O!� L�f71t[' WDRTF3
ST.1Ni]ARl] C:UnS'fRUCTIdbI SPECIPTCAT1aNDQCLIM�I'P3
Revised )u[}r !, 2011
c�I.�:AI� r�niZIt I�ORCE I�[AIN
[:iT�v �ii�7�r_�Cr ��iD. 1U�995
ai zs oa - a
SL[�SxxTCJ'IY�1� PRO�EL7U12ES
F��e 4 nf4
1
2
3
4
5
6
7
8
9
lU
I1
12
13
l4
15
16
17
18
19
�.0
21
22
23
24
25
2b
27
2$
29
30
�1
32
33
34
3S
36
37
38
39
4Q
��
�2
43
44
45
4G
47
48
44
ExKrgxT A
REQ[3E�T FDR �i]BSTITUTIQN FUR11+I:
TD:
PR C7�"ECT: DATE;
We hexeby submit Car ycau� consideiation the followis�g product instead pf the s�e�;i�tiec4 itciiz for
the above projecC:
SECTTDN PAR�GRAI'�?` SY�CIFZFT3 ITEM
Propos�d Substitution:
Reasan f�r Substitutaan�
Itacl�de complete infann.aa�ion an chan�es tc� prawi�gs a�ndlr�r 5�s�cific;ations which prapnsed
Substitz:itio� Vvill require fx�r �ts pxapez' izl5tall�tion.
Fill in $la�ks Be1aw;
A. Will th� ur�dersig�ned cvntractar pay far chang�s to th� building de�igxr, including engineexing
and detailiag costS causec� hy the re�tested subsfitutioz�?
S. �hat effeet does substit�tic�n ha�e cm other trades?
C. l7�ffe�'ences betvueen propas�d substitutian �nd speci�xed i t�rn`?
I]. IJifferences in pmduct cast nr �xroduct deliver�r taxne?
�. Mdfiu:fdctux'er's guarant��s of ihe praposed and speci�'-ted items a�re:
E�ual Better [explaiu on attach�nnent)
T'he und�rsigned states that the fiu�.ction, appearance aud quality are equivalent or superiar to th�e
speci#i�ci item.
Sul�mitted By: Par Use by City
�ignature
as noted
Firrn
Address
Uate
Tel�phoue
r�� us� �y cxty:
- Approved
Cxty
,�, Recannmend�d � Recnm�nended
Not recommcnd�d Re�eived Zate
k3y
Date
Remarks
Date
CI7`Y �F FC�RT' Wf3'�tTI3
ST,4tdL]AftD COk�iSTRUCTTDN 3PECli;ICA'TFOr[ UC]�[fMSNT5
Revised J'uly 1, 201 l
Rcj ccted
CLL+:AIt F�filC Fq.RCE MAIi+i
CI"I`Y PRO.ifi(:T N[7. 10U99G
fll 31 14 - 1
PRECQt�["�T]tUCTl4�+f MEETTNG
Page 1 0€3
1
2
3 �ARTl- GENERAL
� 1.1 SUMMARY
�ECT�aN 4l. 3f 19
PRECfl1�TST�tUCTIOIV 1VIEL�7:`IN[�
5 A. Seciion Includes:
6 1, Fro�isioc� for �e precanstructian meet,ix�,g to be held prior ta the starC of'�Vork to
7 ciarify c�nSt-ruation �ntr�ct admixxistratiari pro�ec�ttres
8 B. Deviatians frarn t}zis City ofFort WQrth Slandard 5peci�icatiaz�
9 I . 1Vaue.
lU
11
1�
i3 1.2
C. Related Specification 5ections in�lude, but are not necessari�iy limited ta:
1, Ditrision U— Bidding Raquirements, Contract Forms ar�d Conditians of tile Cantra,�t
2, I7ivision 1-- Creneral R.equirernents
�1�CE AND PAY'MENT PR�CED[TRE�
1� A. Measur�-nent and Payrrlent •
15 1. 'V[�'ark ass��iatad with t�is Item is canszdered subsidiary ta tbe variaus items bic�,
ld No s�parate p���ntent vvill be allvwed fnr this Item.
17 l.3 12EFERENfC�S [ltiI�'I' iTSED]
18 1.4 ADMiNISTRATIVE REQTTIREIY�lYTS
19
��
21
22
23
24
�5
26
27
�8
�9
3�
3�
32
33
34
35
36
37
38
A. �aardinatian
1. Attend pr�canstrruction m�eting.
2, Repr�sentatives of Contractar, subcont�ra�tars aud suppliers attending rne�tings
sha1l be qualified and autlaaxlzed to a�t on behalf ofthe entity each repr�sents.
3. Meeti�g administe�red by C'ity may be tape recarded.
a. If recarded, tapes will I�e used tq prepa�-e rninutes and retai�n.�l by Gity for
fiatuxe reference.
B. Precanstruction Meetittg
1. A precons� uction m�eting will he h�ld with�n I� days a�er the exe�eutian vf t}a.e
Agreennent �nd k�efvre V�Fark is started.
a The raeef,i.ng wiu lae scheduled and aci�-niuis�ered by the �ity.
2. 'The Project Represen�kive r�+i11 preside at f]�e meeting, prepare the nvtes of the
me�tin�; xnd distribute c�pies of same to aII parti cipants wh� so rec�uest by fixlly
oannpXeting thc attend�nce farm to be uirculated at th� beginning of lhe xnee#'r_ng.
3. AtCendance sha11 include:
a. Project RepresantstiVe
b. Co,atxactnr's praject manager
c. Cantract�r's superintendent
d. Any subcontractar or supp�ier representati�e� whom the Contractar may desire
tfl invit� or the Cityr may re�uest
crrY or �'o�T woRrz3 ci.�ax F�r�tx �o�cr n�t�,�u
STANDARD C{]h157'LLUCTIpN SPECT FICA�'IDN I7OCLTMENTS CT'f'Y PRC53ECT I�ld. 1 Utl99G
RevisedAug�sat 17,201�
ill 31 1�)-2
PREC4I�ISTIZUCTIdN �11:I;TIVG
Pagc 2 vi3
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2
3
4
5
s
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S
9
i❑
[I
12
l3
14
1S
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19
2Q
21
2�
23
2rF
25
2�
2�7
28
29
30
31
32
33
3�
35
3�
37
38
39
4�
4I
�l2
43
��
45
e. dther Ciiy repres�apiatives
f. Others as apprapriate
4. Cons°tructian Schedule
a. Prepare base�vae cons�ctian schedule i� a�cord�ri�e with �ection O1 32 16 and
pm�ide at Precnns#nicti�n Me�ixng.
b. City will n�t�fy Gon.tractrn� af any schedule changes upc�u Natzce nf
Precansfr�ction Meetin�.
5. Preliminary A�cnda may include:
1. XI1tf44ZL1Cf10ri p��'CQj�Ct P�i'&OIIIIEl
h. Gener�l Descdriptiou af Praject
c. Status af r�ght�of-w�y, uti�.ty clearances, easennents or other p�rti.nen# permit�
d. Cantractor's wark pl�n and scheciulc
e. Cont�tct Time
£ Notice to ��aceed
g. Canstru�tiQn Staking
h. Progress P�y�enfs
i. �tra Wark and Change Qrd�r Procedures
j. Field Orders
k. Disposal Site Lett�- for Waste Materi.�l
1. Insurance Rene�vals
m. Payroll Ccrti�ieaiion
n. Material CerCifica��ns and Quality Cnntrol Testin�
o. Public Sa�e�y azxd Gon�enienGe
p, �ocumentati�n of Pre-Constxuctian Cflndi�ians
q. W�kend �4%rLc Natification
r. Lega1 Halidays
s. Trench Sa�ety Plan�
t, Confined Space Eniry Stazz�iar�
u. Caa�clinati�n �ith tlae City's repre�entati�e for o�erati� �f existing vvat�er
systems
�v. Starm Water �alIution Pre�entiara. �laxr
w. Caardin�tion vvith otl�er Co�.taractors
x, Ea�rly Warning System
y. Cortlxactvr Evaluation
z. Special Conditions applieable ta the pmje�t
aa. Damage5 Claznris
b�. Subxr►ittal Proc�dures
cc. 5uhstitutian Prac�dures
dd. Carres��ndence Routing
cc. Recard Brawings
ff Temporary ca�ns#•ru��ivn £aciIiiies
gg. MIWEE ar MHEISJ3E procedui�es
hh. Pina►I A�ccptance
ii, Final Payme�t
jj. Qu�stions orCarnm�nts
CITY Q� i�dT�T WORTH
S l'Al@DAAD CON STRUCTI�DIV SPECIFICATIOh1 DOC1IlU[Fsl+iI'S
Re�ised August 17, �U12
�i.EAR FQRK gQRGE MAIN
CITY PRQ.IECT ND. 1fl0�1�3b
413L19•3
F�COhI5TRi7CTIdN HlEHTII+IG
Page 3 af 3
1 f,5 SUgMITTAL� CN[)T llSED]
2 1.6 �CTION �[1B1�TTAL�IIltiIFOR1VIAT'iUNAL SIJBNII'i'TALS [1MIQT U�EI3�
� 1.7 CLUSEO�TT SiIBMI7"TALS [1rf[)'�' 11S�l]�
4 X.$ MAIN`I'ENANCE MATE�i.A�L �UBMITTALS [N�UT USED]
5 1.9 QiIEiI.IT�' A�,SSURAItiTCE �NaT [1SED]
G 1.10 DELIVERY, STORA(iE, �1VD HAN'Y]LYNG [NUT %TSED]
7 l.l I F1ELD [5I`I'�] GflNDiTIONS [NOT "[.]�SE�]
� 1.1? WARRANTY �NOT USEI.]]
9 PART a - PR�DCICTS [N4T �[T�ED]
1D P�1RT 3- E�ECUTIDN [1�IUT T1�E�l]
m
l�
ENn UF SECTION
Revisian L�g
U1�T� N�...�+v�� �11M117��:i�Y QF C:HAhIGE:
13
CI3'Y qF HaRT W�RTH
STANDARD C�NSTRUCTION SPECIFiCATIOI+I DOCLTi1+IENT5
Re�isedAugust 17,201a
C[.EAR T[7R1� Nf]1LCE MAIN
CITY FRO]F?C:T i*'f�, IDU94fi
Uil 31 20 - l
PTLQTECT MEETINCrS
Page 1 af 3
1
2
3
4 PART 1- GEIYERAI�
5 1.1 5iTI1�MARY
���T�o�v a� si za
PRO]ECT MEETJNGS
b A. Section Inciudes:
7 1. Prn�isions for proje�t �zaeetings tl�'mug�►out the ct�nstructian period to ezaak�l� arclerly
� review af th.e pxagress a£the V1Tor� and to pravid� £ar s�rstemati� discussion of
9 patential �x�oblems
10 B. I3e�riaiions this City af Fnrt �inrth Standard Spe�ificafzan
11 1. Nvne.
I2
13
14
i$ z.z
C, Relateci Specification Sections inclucie, 6ut ar� not necessarily limited ta:
1. D�vision El — Sidding Requinements, Cantract Farms an.d Canditinns of the Cantract
2. Dit�ision 1— General Requirements
pui�E �.rrn r���rr P�cocEnu�s
1G A. Measur�ment and Payment
1? 1. VVnx��C assaciated wiih this Ttern is considercd subsidiary to the various it�ns bid.
18 No separ�te paym�nt will l�e allorvcd for this It�rs�.
19 1.3 RE�'ERENC�4u' [NU�T iTSED]
2� 1.4 ADMQYIS�RATNE R�QUIREMENTS
�1
22
23
2�4
25
Zs
27
28
29
30
31
32
33
34
35
36
37
38
A. Gaprdination
1. Sch�dule, at�e�d a►�d admini.ster as specz�ed, periodic progress meeti�gs, and
specially called m�etings throughaut pragress af the Worl�.
2, Representatives of Coza�'actvr, sut�contx�ctors �nd suppli�r� attending yne�tings
shall �ae qualified and authorized ta act on behalf of the eniity eaCh repxesen�s.
3. Meeiings adx�xnistered b� City t�ay b� tape xacarded.
a� If rec�rded, tapes will be used to pzepare minutes and retained by City f�r
future ref�.re�ace.
4. Meeting�, in additinn to th�se spe.cifed ixx thi� Sectior�, may be held w�ien requested
by tl�e Ci.t�, Engine�r or Cantractor.
B. Pr�-Canstruction �Teighbarhood A�Ieetin�
I. After tlie executiva of the Agreernexit, but befare canstru�tian i.s allawed to [a�gi�n,
atEen�l 1 Public: Meeting with affected reside�ts Co:
a. Present pxojected schedule, in�luding r.an,�tructi� start date
b. Ansvver any cnnstr�xction rclated questions
2, Meeting Location
a. Lncatian of inee[ing t� �e deterrnined by th� City.
3. Attendees
CTTY dF FC]R7' W�RTH CLT�AR F{iEtK F�RCE NLAIlv
STANI]ARB CUN3T�i1CTIQN SP�C1kiCATIQIV DOCiJ14tENT5 CTI`Y Pf�UdECT hi�, l Ofl996
Ravised duly l, Zql l
I)� 31 2[i-2
PR�J�C f' Y1Ii1;T1AlG5
Page 2 vF3
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7
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3�4
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41
4�
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99
45
46
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�8
a. Cc�ntractar
b. Proje�t Representative
c. �ther City reprasentatives
4. Meetang Schedule
a. Iu general, ihe neigh��rhoad meeting wiIl occur within the 2 weeks foilowiizxg
the pre-canstruction cotlfexez7Ce.
b. In no case will ca�structian be allawed to be�in until tIaiis r►�eeting is held.
C. Progress Meetings
1. FOIY]78� j3I't7�CCt CO�ZCLLI�At1DIi IIlE�Ii11gS 4V111 t3� �iCl� p�'Slp(11C2I1y. Meeiings �srill be
seh�duled and administered tYy Frnj�ct �e�resentative.
2. Additianal progxess meetings to discuss speci�ic tapi�s will be conducted on an as-
needed basis. Such addit'ronal rr�eetiggs shall. include, but nor be limited to:
a. Cor�rdina�in� shutd��,trns
b. Installataon afp�ing and equipm�nt
�. Caordi.nafion between oth� canstruct��n �rojects
d. Resalutian af cnnstructian issues
e. Equipment approval
3. The Project Repz-esenta�iv� �+ill preside at progress meetings., pr�paa�e the notes of
the zneeting and ttis�bute �apzes t�f the saxr�e to a11 participaz�ts who so request l�y
ful ly completing the attendance %rn� to }�e airculated at #hc beginning of each
rneeting.
�. �tt��a�� a�n z�►G�u��:
a. Contracto�'s p7aje�t manager
b. Contz�c�ar's superznter�d�ent
c. Any subcontractor or supplier representatives wham the Cantractax tnay desire
ta invite or the City may request
d. Engi�eex's representatives
e. City's representati�es
f. 4thers, as requested by ih,e Project Hegresentative
5. Preliminary Age�da may include:
a. I�evieur �f'Work progxess since previvus r,�eeting
b. Ficld observatia�s, prohlems, ca�fIicts
c. �teans which ztnpede Gonstnxctian schedule
d. Review af o�'f site fabri�ation, deliveay schedules
e. Rcview af constructian interf��ing and sequ�n c�ng require�anents �itla pthe�
canstruction Got�tr�cts
%�arrective Fneasures and pracedures to xe�;ain �rojectsd schedule
g. Revisions #Q constru�ctica�� schedule
I7. PT0�55, schedul�, during suece�ding �Nork �eriod
i. (�oordinakion af schedules
f. Review suf�mittal schepdutes
k_ iuiaini�na�a.ce o� quality standards
1. Pending Gk�anges and suhstztutians
m. Review prapo�ed changes far:
�) E�£ect on canstr�aGti�n schedule and on campletinn date -
2) Effect on otfaer contracts of the Praject
rz. Re�iew Recard Dacurnent5
�. Re�iew monthly pay zequest
CTTI' �F FOitT Vlrplt'I'H
STA�L]A3ZO C[]NSTR[]C1'IpN SPECIFICATION D�CL]hA�N'1'S
Revised ]uly I , 261 l
C:i3?AR FflRK FC}I[i'F: _viAIN
CIT'Y PROdEC"f' NU. i pp496
Gl 3J. 24 - 3
PRATECT MEETINGS
i'age 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
ld
15
1G
17
l8
19
�n
p. Review st�tu� of Reguests for Inforrriaiion
6. Meeting Sch�dule
a. Progress meetings wi11 he b.eld periodically as determined by the Project
Representa#ave,
1) A�ditional meetings xnay �Oe held at the request of the:
a} eity
b) Fx�gineer
c) Contractar
7, �eeting Lacatian
a. The City wi11 �stablish a meetiz�g location.
1) Tcs the extent pract�cable, meetzngs will he held at the Site.
1.5 SUSNIITTALS [�IdT i15ED]
i.� ACTxo�v s����srnw�axn�Txo�1�a, sv�lv�[x��r�s [�ro� u��uj
1.7 CL�SEC3IIT Si]BM[TTALS [N�T IISED]
�[.8 MAINTENAi1ICE MATERIAL STISII�QTTALS [NUT LISED]
1.9 QUALITY ASSURA.I�iG`E [NO'X' USED]
1.10 DEL�VER�, STORAGE, ANfl HANDLING [NOT [ISED]
1.11 FIELD [sXx'E] colvnrC'��NS [NOT USEn]
X,�� WAkRANTY jN4T LTSED]
FART � - PRODUCTS [N�T LTSED�
� � P�uT � - �x�cvsla�v �NaT USEnl
aa
�
Enrn oF �Ec�orr
Revision Log
DAT� NAME SCJ�viM�LRY OF �HANG�
2�4
C17'Y C)F FpRT WORT%I
S'i'A�fDARll CdNBTRUGTION SPECIFICATION i]DCiJ11�4�shlTS
Re�ised7uly 1,2fli1
CLFAIt FC7RTC F�IRGE hL41N
CII"Y PR�,iECT hfD. I OD996
U13�16-1
CQh1STRiICTION PRO{3�PS5 5CFIEDUL�
Page 1 of 10
�
SECTX�N +�l 32 16
CDI�TSTRiJG'TION PROGRESS SCHEDULE
3 PART ] - CiEI�IERAL
a �..� summ���
S �.. Section Iucludes:
6
7
8
9
1 []
ll
1. Greneral requirements far the prepazativn,. submittal, uiada#�ng, skatrxs rep�rting and
managem�ent of the Canstruct�on Pragress Schedule
2. 5pecific requitements are presented in tke City of Fo�t Wart� Schedula Guidance
Docurnent
B. I]evi�tians fram thia City afFa�i �arth Standar� 5pecification
I, None.
12 C. Related Speci�catian Sectinns inciude, �rut atre not necessarily lixn2ted to:
13 ]. Di�isivn 0— 8idding R.aquixezne�ts, Contra�t Forms and GQnditians of the Coxxtract
1� 2. Division 1— General Requirements
15
16
17
18
19
2�
21
�
23
24
�5
�6
27
�8
29
3Q
�. Pwpase
Tke City af Fo� Warth [City} is eammitted ta deli�exing qu�lity, cost-e#i'ective
infrastructure ta its citizens in a timely rrxanner. A ke�r tool to achieve this putpose is a
pr�p�rly structured �hedule witl� accurafe updates. �'his supports effecti�e monitcsring
ofpragress and is ingut ta aritical decisiori making by the �a�-nj�ct �nanager t�►roughout
the lift of the p�oj eet. Da#a from the upd�ted �aroj�,cC sohetlul� is u[iliL�d in status
repvrting f.� variflus let��ls of tk�e City �rgani�atian and the citi�enry.
This Document cnrnplements the City's Standaxd Agreement tv guide the cans#al�ctiau
confr�ctor (Con.tractnr) in preparing and subnu.tting a�ceptable schedules fo�r �tse by the
City iz� p�roject deli�ery. The expectatian is the �erfo�rmance af the work fallows the
accepted sehedul� and adh�re to the canfractual timeline.
The Can,tractar �qvil� designate a qua.lified xepxeseutativ�� (�rojec# Sch�duler} res�onsihle
for cleveloping and updating the scbedule and preparing status reporfing as required by
the City.
31 1.2 PRYCE AN� PAYMENT P1tnCEDCiRE�
32 A. Measurement and Payment
33 I, W ark associated witl� this It�m is considezed suhsidi�ry to th� various ite�s bid.
34 Nv separaie p�ym�er�t will be allotueci forc this Item.
35 2. Nan-c�mp�iance with this speca�icatinn is graunds far City to v�rithhald payment af
36 tl�e Contractor's �invaices until Cantxactor achie�ves said c�mpliance.
37 1..3 REFERENCES
38 A_ Fzoject Schedules
CITY DF l�ORT WbRTH
STAIVDARD CQN5TRi7CTION SP��LFICATIbl�f DD�[7i1+I�'iNTS
Revised August 13, 20Z 1
CLEAR FYIRiC F�i�CE �fAIN
CITY P�p,TECTi+TO. lUD0�96
Dl 32 1� -2
CANSTRLiC'i'fD14 PROGR�SS SCi3EALIL,E
Page 2 vf 1 p
1 Eaak� project is represented by �ity's rz�aster proj�ct schedul� that �ncompasses the
2 entire s�ope of activities ez��iszaned by the Ciiy ia �roperly deli�er Cb.e vvark. When th�
3 Ci�y contracts with a Cani�actor to perf'orm construc�ion afthe i�ark, t�e Gontractor
4 wi�l devel�p and maintain � schedule for �heir scope Qfwor�C in a�ignment with t.�e
5 C�ity's stand2u'd schedule requu�ements as def.tned k�exein. The daia and inforrnation o�
6 each such schedul� will �a� leveraged and l�ecc�me integ�al in the zn,aster proj ect
7 schedule as deemed apprapriateby the Gity'� Pxoject Contral Sp�cialist and agpro�+ed
8 by tlae Caty's Prc�ject 1Vlanager.
9
1� 1. Master Pxoject 5chadulc
] 1 The rnaster proj�ct ��hedule is a holistic represent�t�it7� of the scheduled a�tit�ities
12 and milestanes for the total proje�t and he Critical Path Methad (CPM) hased. Th�
13 �ity's Praj �ct Manager is accauntable for �v�ersight of the developznent and
14 maintaiuiug a master projecf schedule for each praject. When the Ciiy contracts �Qr
15 the design �ndlor construction a£#b.e pzoject, tl�e rnaster praject schedule wiu
ld sncQrporate elernen#s af the Design and Consmzction schedules as deemed
1�7 ��pr�priate by the City's F�aject Contral Specialist. The assigned G`ity Praj�e�t
l8 Cantrol Specialis# ereates and maintains the rnaster project scheduie in P5 �City's
19 schednling sof�ware}.
2U
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22
23
2d�
25
2G
27
2$
29
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31
32
33
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39
40
41
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43
4�4
45
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47
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49
2. Gnnstructi�n Sc�edul,e
The Contractor is responsible fox de�+elaping and maintaining a sc}a�dule for the
scope of the Catatxactar's cantraciu�l requiremen#s. T'he Contractor will issue a�
initia] s�hedu�e for re�iew and acceptance by the City's Prvje�t Control Spe�ialist
and the City's Pr�ject Managex as a haseline sch�ed.ule far Cantractar's scope of
work. Car�txactar will issue cuz�rent, accurate update� of their schedula �Progress
Schedule} to the City at th.e en.d of cach month throughout thc Iife of their wUrk.
'8. Schedul,e Tiers
The City has a portfolio of projects that �ary w�dely in siae, cample�ity at�d cvntent
requiring different schcdufing to e#�ectivcly deli�er ea,ch project. The City uses a
"tiered" a.�roach to align the proper s�}�edule with the criteria far e,ach praject. The
City's �raject Manager det��es the apprc�priate schedule tie7• for �h praject, and
includes that desigxaat�rnn azzd the assoeiatcd requirements in tlae Contxa�tor's scop� af
�vark. Tk�e fo�ia�ving is a summaYy affhe "fi�rs".
1. Tier 1: S�nnall 5ize an�i Shtsrt Il�ratian Frajeet (desi�n not required}
The City �eWelops arid maintains a Master Project S chedule far th�e proj ect. No
sched�.l� subrnittal z� required from C��.t�xaGtox, Cify's Project Canirol Specialist
acquires any necessary schedu�e st�tus data ax i�'vrmatian through discussions with
the respe�#i�ve party an an as-needed i�aszs.
2. Tier 2: Sma31 Size an�i �hort tn Mediurr� Duration Project
The City develops and maiuta.iz�s a�aster Pxnject Schedule far the project. The
�ontra�tor identif es "start" and "finish" inilestQne daf�s �n k�ey element� nf their
work as agr�ed vvith the �ity's Prnject �anage�• at tYie kickaff a£their work e£�`art.
The Cantractvr i�ssues tn thc C'ity, updates to the "start" and "finish" dates fQr suc]a
mi�estones at the cnd af each month throughaut the life af'their work on the project.
3. Tier 3: Medium and Lar�e Size andfar Complex Frojects Regardless of Duxaiian
CI'F� C}F FOItT WbRTii CLEAR FORIL FdRC$ MA[N
3TANDARD CON3T'RUCTid1�I SPECIFICE�TI�Id BOCUMENTS CiTY PRO.TSCT Nd. l OGp9�6
Revised A�gust l3, 2�21
013Z 16-3
CONSTRiJCTiON PRflGRESS SCfiEDULE
Pagc 3 nf l0
�. TY�e City develops and maintains a Master Prajeot S�hedule fvr the pra�e��, The
C�t��actar develflps a Base�ine Sch�duls and maintains the schedule �f t�eix
respec#it�e scope of wark on the project at a la�el of d�etail (generally Leva13) ar�d
in a.lignment with the VJBS structure in 5ection 1.4.H as agreed �y the Project
Manager. The Cantractnr issuea to t�e City, u�dates of their respeetive sr,hedule
{Pxagr'ess Schedule) at the end af ea�h m€snkh ihroughaut th�e lr_fe of their vvark an
the prajec�
8
9
10
11
12
I3
1�4
�. Schedule Types
Praject deli�very for the CiCy utilizes two types of schedules as nated below. The City
devel�ps and maintai�s aMaster Praje�t Schedule as a"baseline" schedule and issue
monihly updates to the City Proj ect Manag�ar (end of each month) as a°�rogre�s°°
sche�dule. 'T7�se Contracta�r prepar�s and submits each sch�dule type ta fuIfill t�eir
c�antxactual rec�uirements.
15 I. Ba.se]ine Schedule
1G The Contractor develaps and suhmits to the City, an initial s�hedule for their scope
17 of war� iz� aligmment with this s�e�ificatiova. C�n�e r�vi��d and ac�epted by the
18 C�ity, ik becvmes the "Saseline" sc�edule and is the hasis against which all pragress
I9 is measur�d. The baseline s�hedule will be updaCed when there is a change ar
2� additi4n to the scape oFwar�€ irmpaci:ing the duratian afthe worl€, and only after
21 xeceipt of a duly sut�orized �hange ardex issued by the City. In, the eve�at pragiress
22 is significantly behind sched�ule, tlae City's Project Manager may autkiarize an
23 update to the baseline sr.11�dule tc� facilitate a mare practic�l evaluation of progress,
�4 An exarnple af a Baseline Schedule is provided in Speeificatian OI 32 16. Z
23 Constru�cfzon Proje�t ��he.�ule Baseline Example.
a�
�7 2. Pr4gre5s Schedule
2$ T�re Cantrac#�r updates their schedulc at t�ae �d of each rnanth to r�present tl�e
�� pragress achier�ed in the �irqrk vvhich includes an� irnpact frarn authorized changes
3U in the vs�ork, The updated schedule znust accurately re�ect the current status of the
31 work at that point in tizne ant� is referred to as kkte °`Propress Sc�hedule". 'Tlae �ty's
32 Pmject Manager and �'xojact C�ntral Specialist reniews an�d accepts eaeh p�ragxess
33 schcdule. In the event a pra�ss sched�le i� deemed nat ac�atable, the
34 una�;ceptable issues axe identified hy the City within S workiug days and the
35 Coxatractar must provid� an acceptal�le pxagress sc�edule wit�i�a 5 working days
36 aftex rece�ipt of �aon-acceptance noti£ication. An example af a Progress Schedule is
37 pro�ided in Specificati�n Ol 32 1G.� ConstruGtion Praject Scbedul� Pragress
38 Example.
39 b. City Standard Schadule Re.c�uix�ments
40 Tk�e f'ollowing is an o�ezview ofthe methc�dolfl�y far de�eloping and maiz�taiz�ing a
�41 scl�edule for delive�y of a pt�oj e�t.
CITY QE FdRT PlaRTI3 CLE,AR FORx F�RCE 1NA�
STANDARD C.ahISTRiJCi"LDN SPECIFICATION DOC[l�FNTS CITY PRf3]ECT Iv�. ! OUQ996
Revised August ] 3, 2621
�1 :i2 I� -4
CQi�iSTRLTG'TIQNPRDGi�SS 5f;l�l�.u[1LE
Pagc 4 af 14
1 1. Schedule Frarnewnrk - The schedule will be based on the def�ed scope �f wo�k
2 atid follow the (Critica! Paih Methodalagy} C�'M meth�d. The Cvzatractox's
3 s Ghedule will align with the xe�uirements o�this specz�icatzon and will be cqst
4 lo�r�ed to reflect their plan for �xecutian. Compliance wit� c.�st �oad��xg c�ttt be
5 p�-ovide�d wit1� traditivnal, �ost ]oading af �ine item� OR a prnjected cost pex
6 manfh fvr the praject when the initial sc�edule is submitted, up�ate�. on �
7 quarterl�r �asis �s signzf'�c�nt change is anticipated. DveraIl s�;hedule dur�ation
S wi11 a�gn wi�a the c�ontraetual rcquireznents for tb.c respecta�e scope o�� wc�rk and be
9 reflected in City's Mastcer 1'roject Schedule. The Project Nurn.hez and Naane oEtbe
1� Projcct is required on each schedule hn.d rr-�ust rnatch the Gity's project data.
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E. Schedule k'ile Name
All schedules submifted to the City for a pi�oject wi.11 have a file name tha# hegins with
the City's �rojecf ��amber follawed by the raarrae of'th� projeci fnllnwed by baseline (if
a baseline s�hedule) �r th� year und.�aarsth (if a progress schedule), as shovun helow.
� Saseline Scheclule Fite Name
F�rmat: Cil,y �'raj�ct 1�Turnber Froject �axxxe Sas�Zxne
Example; 1�1376 North Mantgorn�zy Street HMAC Baseline
• �rv�ess Schedule File 1�1am�
Fortnat: Lity Project Nurn�,er_Project Name YYY�-MM
Example: 1QI376 l�Torth Montgornery Street HMAC_�fl18_O1
• Praj�t S�hedule Progress 1�Iarratit�� �'ile Name
Format: City Fraject Numher Project Narne PN '��YYY-Mllri
Exarnple: 101376 ATorth Mamtgomery Street HMAC_PN 201$_OX
F. Schedul� Templatcs
The Contractor will utili2e the reletrant sections frorn the Ci�'s templaf.es pruvidad in
the Gity's document management sysiern as the basis for creating their respective
project schedule. Specificaliy, the Cantractvr's s�hedule will align with the layout of
the Cons�uctian se�tian, The tem.plates are identi�ied by t�pe af praject as noted
bel�c�+.
• A�EX7.�S
• A�ia�ion
• 1Weig,�,barhood S�reets
• Side�alks {].ater�
■ �uiet Zanes (later)
• Street Lights (later)
• Inte�•s�ctian Improt�em�nts (later)
• Parks
■ �tUIIYI WSt�r
• Street M�intenance
• Ttaf�c
• Wate�
�. Schedule �alendar
Cifi'� OF FOAT WORTi-I CL�,AR FORIC FQRCE MA[N
�'CRISlDARD COA[STRUCTION SPECIFICATIQN DDC'UIM�NZ°S CITY PRflJEC'P 1VQ. 1000996
1�evisedAuguat l3, 202I
013215-5
CO1�I5TktUCT'IO1V Pf�OGRESS SCHEI]i.fLE
Page 5 af 1Q
1 The City's standard cal�ndar f�r s�heduJ.e d�velopmen# putposcs is based on a 5-day
2 warlcweek an�l a�co�nts far the Ci�'s eight st�ndard halida�s (Ne°�r Years, Martin
3 Luther King, 3vIemorial, indapent�ence, Labar, Thanksgiving, day af�er Thar�ksgiving,
4 Christ�nas}. Th� Contractc�r w ilt estab�ish a schedule calez�dar as part of the s�hedule
5 d�v�lapment �rocess and pravide t� the Praject Control5pecialist as part af the basis
6 far theiar schedule. VariatiQns betwaezx 1$e City's calendar and the ContracC�r's
7 calendar must 1�e r�solved priar to th� City's a�ceptat2ce of tl►eir Baseliute praj ect
8 schedu.Ie.
9
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11
I�
13
1�#
15
16
17
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19
2�
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22
23
24
25
2d
27
28
29
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32
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34
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37
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39
4b
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48
I�. 'S�BS & Milest�one �tandards far �c:hedule Develapment
The scope af wark Co be accornpYished by tha Contractor is represented in the schedule
in the form a�' a�iTark Breakdawn Structure �WES}. The WB� is the basis for the
development of the saheduI.e activities and shall be imbedded and d�picted in the
schedule.
The followirag is a summary of the standards ta be falla�red in preparir�g and
�naan ;n;ng a schedule far project delivery.
1. Cantara�iar is rec�uir�d to u�ijize th� �ity's V+TBS structure and respective
project type iemplate �ar "Cansiruction" as shown in Sect�an 1.4.iI b�low.
Additivnal activiiies may be added to Levels 1- 4 to accamrnadake the needs
Of fhe argxniaatian executing t�►e wark. 5paci�ieally the Contractar will add
�ctivi#ies under'S�SS �7�C.S�.S3 "CanstructiQn Execution" that
delineates the a�tivities assa�iated with the various components af �e wc�rk.
2. C�ntractor is ��equl,-ed tn adhere to the C;ity's Standard Milestones as sk�own in
Se�tion 1.�.I �el�w, Contz�ctar will include additional milest�z�es
representin� .int�rnr�ediate deli�verables as xequired ta accurately reflect their
scope o�' work.
I. ��hedule Aciiyi�ies
Acti�i#i�s are t�te dis�rete elements afwark tha� make up t.�e schedule. They wiii bc
nrga�i2ed uuder the w�nhrella nf the WBS. A�tiwity descx�ptinns shaul�l adeqtiately
descriY�e the activity, and in some cases the extent of the acti�ity. AlI activikies az'e
logically iied with a predecessor and a successor. T�e �nly e�ccption to fhzs rule is for
°`project start" and "pmject �'inish" milestanes-
Th� activity duration i� based az� tlue physical amau�zt af �ork ta be per£arm.ed fc�r the
stated acti�rty, �vi#h a z�aximu.m duratian of 2U wnrking days dR a cantinuaus a�tivity
in aue lacatian. If the work for any one activity exceeds 20 days, breal� that actir�ity
down incrernentally ta achieve tk�zs duratian constraint Any exception tn this requires
re�+iew aud acceptaaxce lry the City's Pr�ject Control ��cialist.
J. C`hange Drders
V+�hen a Changa Order is issued by ihc C:ity, the x�,n.p�t is incorporate� znto tk��
previously accepted laaseli.r�e sched.ule as an update, to cTearly show impact ta the
praject time3ine. The Cflntraatar �u�nniis this npdated �a�eline schetlule to the City for
CIFY f?F I'CiRT WU1t'1'H
STI�NDARD CONSTiZUCTIdN SPECIFlCAT10P1 DdCUMENTS
Re�ised August 13, 2Q21
CLEAR FORK F41LCL+ MAZN
C3T'Y PRO.�I'.i:T Np. 1U0�1�196
Ol 3Z 16 - 6
CDN3TRUCTIO1VPRqC'iRES5 SCiiI'sU[!LE
Pa�s 6 af 1U
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3
4
5
6
7
8
9
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12
13
14
15
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17
1$
19
20
2l
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23
24
25
2b
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28
29
3D
31
32
33
34
35
3b
37
38
39
�a
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42
�l3
44
45
45
47
48
re�+iew and acceptance as descrihed in Section 1.5 belcsw. LFpdated baseline schedules
adhere to the faliovazng:
1. Time exte.nsiotas associated with �ppra�red con#�act modifications are lirnited to the
actual amount oftime the pr��ect acta�+ities are anticipated ta be delayed, unle,ss
otherarise approved by tY�e Progranz Manager.
2. The re-baselined sc�edula is submitted by the Co.ntra�tor �+ithin ten warkd�ys after
f� date of z�ceipt vfthe appro�ed Change Drder.
3. The changes in lag7ic ar duratians approve�by the City are used lr� ar�alyr� the
impact af the change and is included iz� the Ghange Drder, The ��cling for a new
acti�vity(s} added to t�ie s�edu].e for the Change Order ineiudes khe �hange 4rder
nu�h�r in t�ae Acti�riry ID. Use as many activif.ies as n�ed�d to accurately show the
work of the Cbat�ge arder. Re�isions to the haseliue schedule �re not effecti�e
urxial accepied by tk�e Gity.
I�, City's 'qLrork Breakda�m Structure
VVBS Cnde �ES Name
��I�L Prvject Name
�Lx�'xX.30 Design
�_34.14 Desigin Contxactor Agreement
�X.30.2�. Caaceptual Design (34°�0)
�3�XXK�.3Q.3� Prelimin�ry I3esign (b0°�a)
�3�X��C.30.�0 Final Design
Y���Y�.34.5Q Enviro�nrrxer�tal
}�XX�.3�.60 Pexrnits
���.30.6Q.10 Pezmits - �dentificatian
X3��K��.30.dQ.2d Perrnit� - Revie�+lAppro�ve
7�XXXK7�L.40 RaW & Ea�ements
��.40.10 RDW Ne�otiations
.�XXX.�0.2Q C�ndenanataan
�XK�L.74 Utility Relocataon
��X�'�',7Q,10 Utility Relocatian CU-ordxnatian
��.SO Gvap�txu�txon
XX�X��,80.81 �id atid Aw�td
�XK.80.83 ConstructiQz� Execution
��. 8Q. 85 Ic�spe.�tion
��.8a.8b Lar�clscaping
x'K'X'�CY�90 C1qSeAut
�Y'X.9�.1� Construction C�ntrack �lose-out
��.90.40 Iaesign �ontract Clasure
L. City's Standard Milestanes
Tb.e fallo�ring milestone a,c�ivltx�s (i.e., iinpo�ani events oxa a project thac mark critical
p�ints in time) ax-e of particul�r inberest ta tkze C�iky and must be reflected in th� project
schedule fnr aIl phases af work.
CITi' �F FORT W�ItTFi
ST.�k1YI]ARI] CONS'CRUCTiOI+T SPEQFiCATION DDCLIMEN'f5
Revised August ] 3, 202 [
CT..�AR FQRICFORCE ;rLhIN
CITY PROIE,CT N0, 1OQ9996
013i16•7
COi�ISTEtUCT'if]1V PR�L}RESS 3CH�L.fLE
P�g27aF1Q
1 Ach�ID Activitv IWame
� Design
3 3Q2d Award I3esi�n Agreement
� 3�40 Zssue Nvtice to Praceed - Desig�. Engineer
5 3104 Desig�, K�ick-off Meeting
6 3120 Submit Canceptual PI$ns to lltilities, RO�I, Tz�f'£�c, Parks, 5torm Water,
? i�Vater � Senver
8 3 X50 Peer Review MeetimgC�esign Re�+iew meeting [technica],)
9 315a Ca�.duct D�sign Pu�alic Meeti�g #1 {re�uired)
10 317d �anceptual D�esign Complete
11 3220 Subrnit Preliminary Plans arkl Specifications to Uti[ities, RaW, Traffic,
I2 Parks, St�orm �Nater, Wat�r & 5ewer
13 32Sa �anduct �7esigzx Pu�Jic Meeting #2 (req�ziredj
14 3260 Px�elzmzu�ry D�sign C:om�lete
15 331�0 Sub�it Fina� Desig�n. t� Utilities, RO�S1, Traffic, Parks, Stor�tn iNater,
1� Wa�er & Sewer
i 7 3330 Can.du�t Design Puhlic Meeting #3 �if required)
18 336Q Final I]esign �nrnplete
19 12a�V & Easennents
2� �k0�0 Right of ViTay Start
21 4230 Ri�ht o��ay Cornplete
2� Utili� I�elc�cxfian
23 7�(�f] CTtillties Start
24 712,Q [7tiliiics C1ea��edlComplete
�5 Co�struc�nn�
2fi Bid �nd �'�vard
2? 811 Q Start Advertisement
2s $1 sa Conduct Bid Opening
29 $240 AW� COI15tiLlGt1UI1 COI1tY'SGt
30 Const�ruction Executian
31 833d Cv�duct Cunstruction Puhlic M�ating #4 Pre--Construction
32 8350 C4nstructian Start
33 $370 5ubsta�nxial Cornp�etion
34 85q4 Construction Campleti�n
35 3130 Notice �f CompletionlC"zreen Sheet
36 915� Construction Car�tract �lased
37 9�20 Design Contract Clased
38
39 1.4 SUBNIITTALS
44
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42
�{3
44
45
4&
4T
A. Sckedule Submittal8c R�vi�v
The City's Project 9vlanager is responsible f�r zevie�vs and acceptance nfthe
Contractor's schcclule. The Ci#y's Frajeci Cantrol Specialist is responsible for ensuring
alignmenl af t�e Contr�ctar's ha�eline and pro�ss schedules with the Master Praject
Sc�edula as suppori fo the City's Pmj ect 1Vlanager. The Ciiy r�iews and a�cepts or
reject� ihe schedule wathin fen wo�%�1�ys of Contractor's subxni#al.
Cd'C'Y OF FOA�' �vc�x i'Ei
STANDAT2J.] CdN5TRLlCT10N SPECIFICATIOM DOCUMSiVTS
Re�isedAugust k3, 2�1
CLHAR PURK F[ yRCE MAiN
CITY PROiBCT N0. 1a00996
az 3z xs - s
CQNSTTLCJCTLQN PROGRESS u�C�-IETJULB
Page 8 of 14
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I, Schedu�e �axxn,�.t
The Cantra�tnr wili sul�mit eack� schedWe in tvva ele�tronic fQrrns, onc in native fzle
fa�mat �,xer, .xml, .mpxj and th� s�cand in a pdf farmat, in the C' ity's dQcu.�ant
xz�ana�emeni systern in Che loeation dedicated £ar this }auzpase and identif"zed by the
Proje�ct Manage�. �n the event the Contractor daes nflt use Primavera �6 ax MS
Project far s�heduling purposes, fha sehedule infonaaation tnust be submsttec� in .x.Ls
or .xlsx foxxn�t iz� cornpliance with the sample layaut {See Specification Q1 32 I6.1
Canstructidn Fra,�ect Schedule Baselinc E�cample), including ac�zvity pred�cessars,
successars and total float.
�. Initial & Baseline Schcdule
The L"ontractar w ill deveXap their schedule for their scope af work and sul�rriit th�ir
initial s�hedule in electronic �arm (�n the file iam�afis r�oted ahnve], in the City'�
document zxaanagement system in the la�ati�n dedicated ��r this purpvse at lerxst 5
warking da�s praor �o P�e Cart.struct�o� 1�1'eeting
Tha �'ity3s Prc3,��:ct 11�Ianager and Praje�t C��tm1 Speci�l.ist resriew this initial
schedule to determine alignment u�xtk� the City's Master Pmjeet Schedule� inclnciing
format & WBS structure. �allowing t�e C:ity's review, feedback is pm�ided to the
Contractor for tk�eir use in fuializing their ini#ial s�hedule and issuing (within �ve
workdays) their Saseline Sahedule f�r �na1 review and acceptance hy the City.
23 3. Pragress Schedule
7�t The Contractar w ikl update and issue their proleet schedul� (Pmgress Schedule)1��+
25 thc last day af each rnonth throughout the li fe af their w�rk on the proj ect. T'he
2�i Progress �chadule is subnnitted in electraruc form as noted above, in the City's
27 dnc�rnent m�.nagement system i�a the lac�tion dedic�ted for thzs puzpos�.
28
29
34
31
3�
33
3�
3S
36
3?
38
3�
40
41
42
43
44
45
�G
47
�S
49
54
'[`G.e City's Project C�ntrol team re�+iews each Pxagress �chedule for data and
in€orznatian that support #he a�sesgrnent gf the update ta th� schedul�. Yn the event
da�a ar informatinn is missing vr incomp]ete, thc Proj�ct Contrals Specialist
communi�ates dizect[y with the Cantractoz's sc}.�eduler for praviding sar�ae, The
Cnntractor re-submits the correc.ted Pragress Schedule �i�hin 5 wvrkdays,
fallnwing the submittal pm�ess nated abo�ve. Ths City's Project Ma.nager and
�'roj ect Cont�ol Specialist review the Contractor's progress sc�edule �or acceptatice
and Co moniinr garformazace ax�d Qxogress.
The fa�lowing Iis� o�ite�ns are required #a ensure pr�pex statu� information is
Gontained in ihe Progress Schedule.
• Haseline StarC d�te
• Saseline Fini�h Date
• °/o Cornplete
• Flaat
• Activity Lngic {depen,desaci.ea)
• Critic�l Pa#�
• Acti�ities ad�.eci �� deiet�d
• Expected I3a5e],ine Finish dat�
• Variance to the BaseliuU Finish Dat�
CITY OF F�RT �VORTH CY.�,AR FOF,It FQRCT �1+frLIN
STAi�iDARD CQN5'C�IICT[dN $PECIFICATI.ON UOCUIUISAIT5 C[TYPR�7ECTNQ, 1pp0945
Revised Au�ust Y 3, 2G21
U13216-9
GDl*iSTRiICT14N PRQGRESS 5CHEIlULE
Page 9 of 1Q
1
2
3
�
5
6
7
8
9
1�
11
12
I3
14
15
B, Manthly Canstructinn Status Report
The Cnntra.ctor sul�mits � written status report �refened ko as a pl�pgress naxxative) at the
mauthly px�ogress meeting {ifmonthly mc�ttings are held) or �t the end af each mo�th to
accampany the Pmgress Schedulc su�rnittal, using the sfanclard fanmat provided in
Specif �atic�n d I 32 15.3 Constru�tian Pmj ect Schedule Pragress Narrative. The
conter�t c�i thc C".anstruc�.ion Prajec# �ched�le Pzx�gress Na�rati�e shauld he concz$e �d.
complctc to �nclude nniy cfranges, delays, and anticipated prable�ms.
C. Su}�mittal Process
• Schedules and Monthly C�nStruc#ian Siatus Report� a�e sul�mitted in iu t,�e City's
document management systern in the la�cat�on dedicated for ihis purpase.
• Once the groject ha5 been �nmpleted and Fina�l Acceptance has heen iss�d by the
City, no further progress schedulea or �anstructioxa sta�s r�parts are required fram
the Contract�r.
16 1.5 A,CTION SUEMITTALSJIlWFORM�.TIdNAL SYI�MiTTALS [ATQT U5EI1]
17 l.b CLaSEUUT S[TBMTrTALS �N�T USED]
18 1.7 MAINTENAN'CF, MATERIAL SY7SMiTTALS [NUT USED]
19 1.8 ��[.TALI'I"Y A�SiT1tANCE
2Q
21
22
23
�►
�. The persan preparing and reaising the construciian Pragress S�hedule shatl be
e�periencecl in the prepara.tion a�' schedules af similar compl�xity.
B, Schedule and su��a�ng docur��ents addressed in this Specifi�ation sha�l be prepared,
updated and revised tQ accurateiy xeflect the performanc� af t�e consi�uctian,
C. C�niractor is respQnsible for ths quaIity of a11 submitt�ls in this s�ction meetang the
standard Q#'�rc f�r th� construation ind�rsxry £or similar pr�jects.
26 l.9 DELIVE�Y, STflR.AGE, .r�1�iD HANDLIlwCG [i�T�T USED]
2� L1.0 FIELD [SXTE] COIIIDITIUNS [NUT USED]
28 1.11 W.ARRANI`Y [NUT C75ED]
29 1.12 ATTACHMENTS
3� Spec D1 3� 16.1 ConstnictianProject ScheduieBaseliweExampl�
31 Spec �1 �� 16.� ConstructianProject Schedu�e Progress Example
32 Spec �J. 32 16_3 Con�tructian Pz�oject Sc�aedule Pragress Nazxati�
��
34
Clr� aF �oxT w�xxx� cr�� FORr� r•oRCE �tnna
STAItiIDA3tD CAi�IST�UCTI�IV SPECIFICATION DDCUl1+I�T5 CITi' PRDIECZ' AiO. 1d�099�
ELevised August l3, 2fl21
a�3�z6-ia
corrsrxvcztorr rROG�ss se�z�n�:L�
Page 10 of [U
� PART 2 - PRODUCTS [NaT USEll]
3 PART 3- EXECUTInN [N�T i]�SED]
4 END �F SECTX[jN
Revisinn Lo�
DAT� NAM�
Sf 13 �2(]21 �4ictiae I {3wc�i
6
SUMMtikY C]F C:H�4t+iGE
to upda�e spe�if icalinn rcquirement� sud elimivate duplicate schedule
Cl'I'Y� OF FQRT WdRTH GT.FAR FOF,ItF�RCE hfhLDi
STANDARA CE3i�1S'CE�UGTI�hT SPECIFICATiOAI DOCUI4IHIVT5 CITYFRO7ECThTp, 1pp0996
xeyised August 13, aa21
U132"�3-1.
PRECONSTRi1C1'I�N VLI]EO
Page 1 af2
1
2
3 P�4.RT 1 - GENERAL
�i�i t.Yll�� i1� ►1,i'1
SECTiON OI 32 33
�RLC�IVSTRUCTION VIDEO
5 A, Sec�aan Includes:
6 1. Administrative and pzn�edural requirements for.
7 a. �'reconst�a.ction Videfls
8 }3. I3eviations frarn tk�is City of Fort Vi�'orth Standard Specification
9 1. AFone,
IU C. Re�ted 5pecificati�n Se�tioms ix►elude, but ar� nat ne�es�arily li.mited to:
]] 1. ]]ivzsion q— Bidding Requirements, �antxact F�rt�s and �nditions af the Contract
12 2. Division 1— General Requirements
13 1.2 PRiCE AND PAi�MENT FRDCEDi7RES
14 A. 1V�easwrazx�ent and Payment
15 1. Wot� associated with this Item is cansidexed subsid.i.ary to the variaus itema t�id.
lb No separaie pay�e�t �xrill he alln�ved fnr this Item.
l7 1.3 REFEREIVCES �1Y�T US�D]
1 � 1.4 ADMII�IYSTRAT�E REQlllliEM�:N'I`8
19 A. Precons�z-uctian Video
20 1. Produce a�reconshuctinn r+ideo of the sitelalignmes�t, inelu�ing all areas in the
21 vi�inity of and to �e affected by coastruciian.
2� a, Pro�+ide digital copy of vid�a upan requexst by the Gity.
�3 Z. Retain a eopy of the precanstruci�ian �idea until the snd ofthe rnaintenanca surety
24 periad,
ZS 1.5 ��C]�BMITTAL� [1�IQT i]�ED]
26 i.fi ACTI()11T SUBMITTALSRNFORMATIOI�AL �i�SNIITTALS [l�TOT USEDj
27 1.7 CLaSEouT S�l�r"rT�S [NaT USEDj
28 1.8 N�.�l.�N'�ENAP►iCE MA'TERIAL SUBMCTTALS [NaT LTSED]
29 1.9 QLTAL�"� AS�LTRANCE [NDT USED]
30 1.,1� DELIVLRY, STQRAGE, AND HANDLING [NOT []SED]
31 l.11 FxELD [SZTE] C�NDTtYONS �i�I�T i7�EI]]
3z l..lZ �VARRANTY [N�T V�ED]
33 PART � - PR�DUCTS [NOT U�ED]
CITj2 UF F�lt'l' WC)it 1'H �:L�AEL b'C]lt1C 1'L]RCE ,bLA1N
STANI]ARI] C:UN�TALiCT'ION SPECIFICATIdN DDCUMENTS {:�TY PlZ(]J�C"l' NQ. ]0095G
Itevised duly l, 20l 1
ai3a33-z
�e�cor�sr�r�cTiar� v��a
I'age 2 nf'2
PART 3 - EXECUTI�N [NOT i.75ED]
END OF SECTI(3N
Revzsian J.,a�;
t],4"f'F. 1+IAME SC�MII9AE�Y {lT' CIIAI�GT's
CT'f"Y QF FQ�T VJ4RTH i'l.k+.Ax F�]zK t�f31ZC.� MA1N
STAI�iDAR� C4N5TRUCTI�N SPECLt'1CAT7�IV D�CUlV�iVTS C:ITY PRd]�C;.T N0. 10�996
�tevised7uly 1,201I
0laaoo-�.
SUBMITT'ALS
Page 1 af 8
1
2
SECTYOi�i 4� 33 DQ
�i]-HMITTALS
3 PARTIT GENERAL
4 I.1 SUMMAItY
� A. Sectaon �acludes:
� 1. General methads �nd requirements of submissians applicable to the £ollawing
? �nric-related subm.iitals:
S a. Shop Drawings
9 b. Product bata �including Standard Fraduct List submittals}
IO c. Satnples
11 d. Mock Ups
12 �. Deviat�or�s frorn fhis City af Rart �nz�th Standard S�SecificarioM
13 I, Nvne_
14 C, Related Specificatian �ectians inclucle, but are n�t neaessarily Iirr7ited tn;
15 1, I]ivision U—�i�dding Requirement�, Con�ract Forna�s and Canditions of the Contract
�� 2. I]ivision 1—GeneraI Requuements
l T l..Z PRICE AND PAY'MENT PRaCEDC]RES
18 A. 1Vlesstu�eme[Yt and Pa}rment
19 1. War�C assaciaied �with this Item is cc,nsidered subsidiazy to tkie vari�us iterns bid.
2p N� separate �aym�nt will �e allawed far this Ite�.
a� 1.3 RE�+ERE1V'C�S �I()'I' C1SED]
22 1.4 AI]1VIIlYISTRATNE RE(�UIREII�NTS
23
24
25
2�
27
28
29
30
31
32
33
34
35
3b
37
38
34
�b
A. Coardinatian
1. Na�ify the Cit� i� writin$, at the time of subxnittal, af any d�viations in the
suhmi�tals from thc requ�irements af the Contract Docuinents,
2. Coardinatinn of Submittal Times
a, Pr�pare, priariti�e and transmit eacl� submittaL suf�ciently � ad�anr.e of
perFarming the i�elated Wor� ar otb.er applicalale �etiu.iti e5, nr withi_u th.e time
speci�Zed in the individual VSTork Sections, of the �pecil"icatzo�s.
�a. Coutr�.cttar is responsib�e such that tk�e installation will n.c�f he delayed by
pr+ocessiag ii.nn.es in�luding, but nat limit�d to:
a) Disap�ra�val and resulamzttal (if required}
h� Caardination with other submittals
c) Tesiing
d} Puz�chasing
e} Fabricatiaxa
�] Delivery
g� Similar sequenced ac�ivitie�
c, No extensian o£ tune will be aut�a�xi�ed beca�s� of the Cantracta�`s failure to
transmit subrnittals sufficiently in adva.nce of the 'Work.
CITY DF FdR'I' 44'C)RTH
3TAN�3ARI] C:E]R�1'ul1L"1'IdN SPE:CIFICATIdhI DOCl7l1+[ENTS
Revised Deccmber �[I, 2412
CLEAR FOk[C FOIiCB �fATN
C[T'Y PR[3]NC'1' ltiin. ]00996
f31 33 90 - 2
SLIHAdI'I"I'ALS
Pag� 2 of S
1
2
3
4
5
6
7
8
9
lq
I1
1�
13
1�
15
16
17
18
19
2d
d. Make suiomittals pra�mptly in accordance wath approvecl schedule, and � sueh
s�quence as tv cause na delay in �e Wvrk or in the wark af a�p other
c��aFx�cto�•.
B. Su�a�aittal �Iuu�bering
1. When subn�ittin�; shop drawing� or samples, utzlize a 9-ch�racter subznittal cross-
zeferencc idcnti�catinn nu.mb�uag systern in tlie fnllawing rYtanner:
a. Use t17e �rst � digits afthe applicable Specification Sectian hIumber.
b. �or t��e n.ext � digits number use z�umbers fi 1-99 Ca sequentially numlaer each
i�.itial separate item or drawi.aag �uhmitted under each speGi�c Section number.
c. Last use a letter, A-�, indicatin,g the resub�ission nf the sau�e drawing (i. e.
A=2n� submission, B=3r� subrrri�sian, C=�4th subznission, etc.). A typF�al
suY�rnittal number �cuould be as foTlo�ws:
�3 �� 40-a$-B
1) �3 3U DO is the Speci�catian Section for Concr�te
Zj a8 is the eighth initial submittal un.der this Sgecifeatiort Sectinn
3) B is tlae third sul�mission [secand r�sulamissian� of that parcicular shap
drawing
�. Contractor Certi#'ica�ian
2i 1. Review shap dxawings, praduct data and samples, including thase by
�� sui�caniractars, priar to suhrnission to determine ar�d verify th� followiz�.g:
23 a. Fieid measurements
2� 1�. Fi.�ld c.�nstcuction crxteria
25 c. Catalog numl�ers and similar data
2d d. C�nfarmance with the �ontract Documents
27 2_ Pr•ovide each s�op drawir�g, sam�le anc� product data submitt�d hy ihe Contractour
�8 with a Ceriificatic�n Statem,ent aff"�xed including;
29 a. 7'he Can�a�:toz's Cornpany name
3� b. 5ignature af submitCal re�iewer
31 c. Cettification Statem�at
32 1} "Hy t.�is submittal, I hezeby r�present that I have det�zmined and �eri�ied
33 field measuz-e�anents, field cnnstr�xctivtt cz'iteria, z�aterials, dir►�ensians,
34 cataYog numbers and si�nilax data and I have checked and caordinated eaeh
35 item with other applicable appraved s}aop c�rawings,"
36
37
38
39
40
41
42
43
44
4$
4S
D. Submittal Format
1. �old shop dz�awiings larger than $�� inc�es x l� i-nches tn $ I�z inches x l linche,a.
�. Bind shap drawings and pradu�t tiata sheets togeth�x.
3. 4rder
a. Caver Sheet
1� D�scriptian vfPael�et
�} C�ntractox Certificati�n
b. List of itams 1 Tahle af Cantex�ts
c. Product D�ta 15hap Drawingal�anrzpl�� IC'�lculatio�ns
E. Submittal Cante�at
I. The date af suhmission and the date� af any prev�aus su�irraissians
CITY OF FORT 1�VpR'ClZ C:LhAfi F'(]R K F4RCS MAIN
STAl+lDARti C�iAF5TFZUCTI�hT 3PECIFiCATIaIV DOCC.IMEiVT5 {:]TY PRil]ECT I+10. 1U0496
ReVised December 7.0, a0 L�
�133 op-3
SiIBh�IITTALS
Page 3 of �
I
2
3
�
5
5
�., The Proj ect tztle and nurnbet•
3. Gor�tzactor identificatia�
4. The na�aes a�
a Cantractc�r
b. Supplier
c. Ma�.ufacturer
7 S, Id�ntification o£ the praduct, with th� 5pecii�icatinn Se�tion numher, page and
8 paragx�ph�s}
9 6. Field dirnensio�, clearly idea�tafisd as sucl�
10 7, Relatinn to adjacent or critfcal �eatuxes of the �Vork or materials
1 i 8. Applicahle standards,. s�zch as ASTIVI or Federal Spe�ifi�atian nurnf�e�s
12 9. Iderxti�eatior� hy hi�hlighting: af deviatians frvxn Canixact Do�uz�aents
I3 10. I�icnii�catio�a by highlighting of revisians on resubmit7�s
14 I 1. An S-inch x 3-inch hlank space fvr Contractar and City stamps
15
16
17
18
19
20
21
2Z
23
24
25
2b
27
F. �hop Ih�awings
I. A,s �pecified in individual �Vorl� Sactions includes, buk is not x�er.essarily licxzited to:
a. Custnnoa-prepared data such as �Fa�ricatiat� and e�e�tioz�lir�stalla�ian. (woxking)
drawings
b. Scheduled inforrnatio►�
c. �etia�g diagrams
d. Actual sho�work manufacturing instxuctivns
e. G�si.om tern�lates
f. Special wir�ng diagrams
g, CdOTY�inatlon �'3�Vings
h. Individu�i system �r equiprnent inspeGiion �nd test reparts including;
1) Perfarmance cur�tes a�nd certifications
i. As applicable �a the 1�V�ark
28 2. Details
29 a. I�elation of tkxa various parts ta the main members ar�d lin�s af th� stxucture
30 b. Where co�rect fahrication af the Wark d�pends upon, �eld measurem�nts
31 1} Pz�vide such measurernents and nate vn i#�e dra�ings pxiax to suhmitting
32 fur appz-o�al,
33 G. Product I]ata
3�4 1, For suhmittals ofproduct data �r products included on the �ity's Standaad�roduGi
33 List, clea�ly identify each item selectad £�r use on th� Proj ect.
36 2. For suhmittaLs of pi�oduct ciata far pr�aducts nat includ� an the City's Standard
37 �'roduct List, submittal data may in�lude, but is not necessarily limited to:
38 a. Standar�l prepared data fnr xnanufactured praduc#s (s�rnetimes referxed �o as
39 catalog da#a)
4fl 1} SuGh as the m,�nu.facturer's product specificatian and i.x�tallation
41 instcuctians
qz 2} A�rail�bil.z#y of colors and patterns
43 3} Manufacturer's prir�ted siat�ments o� cam}�li�nces and applicability
44 4] k�Qughing-in diagrams and texnpla�Ees
�45 5) Catalag cut�
46 6) Pz'odwct phota�xph�
CTTY dF FO]tT WORTH CLF�LA N'C]It[C FQTtCE M.4lTI
STAi�Ii]ARD CdNSTRU CTI�Ai SPECiPICATIdhi DDG[JA4ENT3 C1TY PRo] E�.CT N�. l OD996
Revised Decemhcr �0, 2812
OI 33 d0 - 4
SUSMfI'TAi S
Page 4 v£ 8
� � �u�d� W1I'lIi� i�IFl�k'8fY18
� 8) Printed performance cw�ves and opexatianai ra�ge diagzaxns
3 9) Productiqn oz� quality eantrol ins�eciaon an.d tast z�parts and certifzcations
4 LU} Mill reparts
S 11) Prodnct opexating and maintanance instrucdons and recommendeci
6 spare-parts tisting and pri�nted praduct �avair�nties
7 1�.} As applicable to the �ark
8 H. Sa�nples
9 i. As specified in indi�idual Sect�ons, includ�, but are nnt neaessarily limited ta:
1 f1 a, �hysical c�arnples of tk�e Work such as:
11 I) Secti.ans o�'�cnanufaciured ar fabricated W'ark
1� 2) Sznall cu�s or cnntaiuexs afmat�rials
13 3) Complete units of repetiti�ely used products colarlt�xturelpattern �watches
14 ar�d rartge sets
15 4) Specimens far caordination o£visual. effect
15 5} Gr�phic syx�nbols and units af �]Ltork to be used by the City for inde�aendent
l 7 inspection and testing, as appIicabl� ta the VL�ork
�S I, Dv nvf start �ark requirit�� a shop dxawi.n�, sample arprvc�u�t data nor any rnaterial to
19 be fabricated ar inst�J.led prior tn thc appraval vr quali�ied approval of suclz ite�m.
20 1. Fabricatian p�rformed, mate�ial$ purchased ox Qn-sit� c.pnst��ctxon acc�omplished
21 which does r�at canform to appra�+ed shop c3rawings and data is at th� Cantractor's
22 ri�k.
23 2.. The City will nat be liable for any expertse ar dela� due to caxrecEions vr �•eznedies
a� raquu•ed to accamplish conformity.
25 3. Complete prc�jeci Work, materiaJs, fabrication, and installations in confnrmance
26 wit� appraved shop dra�ving�, applicable sampl�s, and product data.
27
28
29
3i7
31
32
33
3�} .
35
36
37
38
39
4D
4l
42
43
��
�4S
�46
�17
]. 5ubrnittal Distribuiion
1, Elactronic Dis#ri�utian
a. Con�irm develapment ofProject d'zrectory fflr e�ectroni� su�mrtta]s ta be
uploaded to C.ity's S�zzsaw site, or anatl�..er �ternal �'TP site appra�ed by th�
City,
b. Sho� D�rawings
1} Upload sub�raaitta.l ta designated praject direct�ry arad notify appropxiate
City represettYa�i�+es t+i� ernail af submittal posting_
�} Hard Gapies
a} 3 c�pies for all su�ixnitta.ls
b) If Contractar requires mar�: t�a.n ] hard �opy vf ��xop Drawings
returned, Cantrs,ctnr shall submit �u�re than the numbe.� af cnpies listed
abaWd.
c.
�
Froduct Data
t] Uplaad submif#al to designated prc�jeet r.�irectflry andnotify appropriate
City representatives via srnaiI af suh�ii:tal. pastizag.
2� Hard Cbpies
a� 3 capies for all submittals
�amples
1) i7tistri�uted ta the Proj ect Representatiue
2. Haxd Copy Distributian �i�required in lieu of electranic ctistri�utivn)
CCTY �F FOR'f �V(?RTfi CLFdhIL F4RIC FOR� MAfN
STA1�II]AR� COIVSTIiL]CTIONI SPECIFICATLQIV D�CUMENTS G7TY PItOJECT N0. 10099b
Revised Deeem6er �4, 2Q l �
O 1 33 [IU - 5
SUBMYTTALS
Page 5 af 8
1 a. Shop Drawings
2 1) Distri.lntted to tk�e City
3 �� �Q�iI�S
4 a} 8 copies for meehani�al subxnittal�
$ l�) 7 c��ies f�r aIl other submittals
6 c) If Cantractor requir�s more t�a�n 3 c,c�pies af Shap Di�.�c�vings returned,
7 CnntracGax shall submit nnore than the n�mber �f copies lisied abave.
8 b. Product Data
9 1) Distxibuted to the City
10 �) Cvpies
1 l a) � capies
12 c. 5amples
I3 1) Distributed to the Praject Representative
14 2) Cnpies
1� a) Submit t�ae number stated in the xespe�tive Specification Sectiazas.
I� 3. I]zsfxihute r�productians af app�'a�ed sho� drawings a�nd cnpies �f appra�ed
17 product data atad samples, where i�equired, ta the job site fiie and elsewhere as
18 directec� by �he �ity.
19 a. Provi�lc nurnber vf copies as directsd by the City �ut not axceeding khe nuumher
2� previ�usly specified.
2 ] I�. Su�rnittal Re�+iew
22 1. 'I'b.e review �f shop drawing�, data. and sampies wi] i be far general confarzna�ce
23 wi.th the design concept ar�d Contxact Documents. `This is �ot ta be construed as:
24 a. Pe�nittzng any departure frr�m ths Cantract requzrements
25 h. R.e[ievi�g the Contractor o£responsibility for any ermzs, in�luding deCails,
26 dimensiar�s, and materials
�7 c, Approving delaartut�es frnm details furiaisb�ed hy �he Czty, except as otherwise
2$ pravided herein
i9 2.
3U
�1
��
33
34 �.
35
3d
37
3�
3�
40
�1
42
43
44
�S
46
�47
48
The re�iew and appmval of sha� drawings, sarnplcs or produ�t �iata by tne City
does nat x�lieve the Cantractor �rom �islher respansibility with re�ard ta tiae
fiil�illment af the terms af the �ontract.
a. All risks of etror and amissiou are assum�d by the Contract�ar, and the City will
have no respaz�sibility therefor�.
The Cant��actor remains responsihle for d�tails and accuracy, for caoxdinating the
17�Tork with all nther �ssociated work and frades, �or selecting fabricatian prncesses,
f�or techniques of a�sembiy �md far perfarming Work in a safie znanner.
I� the shop drawings, data or samples as submitf.ed describe r�ariations arad shvr� a
de�arture fr�rn the Contract requirements which City finds t.� be in the interest of
ihe City and to be so minox as not t� in.va�ve a change in Conlract Price or time far
petfort�a�uce, the City �ay retuzx�. the revie'c�ved drawinga without noting an
e.a�c�p�ion.
4.
S. Suhmittals will be zetumed t� the Contractor under 1 af Che fc�llavving c�des:
a. Code 1
1) ��NO EKCEPTT01�1� TAKE3+�' is assigned when there are no natataar�s ar
cnmments �n the submittal.
a) V►�en r�turned under this cod� the Cantractox zrxay r�Ie�se the
equipment at�dlo�� material for manuf'acture.
b. Cade 2
C1T1� OF FURT WORTFi
STAt�[I7ARD CONSTRUCTION SFECTFI�A'I"E[��i F]OCLTMEN'i'S
Rcvised Deeember20, 2012
CI-]"sA-� FORK FORCE A1AQ�(
CI'CY P1ZD7HCT iVO. 1 Q0496
p[ 33 p0 - 6
SUHI�IE i"i'ALS
Pag� fi �of 8
1 I) '�E�CEPTIdNS NOTED". This coc�e Xs assig�ned w�en a confit7mat�on of
� the notations and camrnents XS hipT xequired lay t�e Cvnt�actor.
� aJ The C�nt�actar may releas� the equipment or rnaterial �or manufact��e;
�4 hav�+er�er, a11 �otations and anmments musY be iricnzpozat�d into tbe
5 ivaal ptQduct.
6 c.
7
8
9
1Q
�1
i2
13
1 �#
15
lb
i7
18
l9
2�
21
22
23
2�
25
26
2?
2$
29
30
31
32
33
34
35
3�
37
3$
39
40
41
42
43
4�4
4�
d.
Code 3
l) "E�C�PTI0I�I,S NOTEDIRE}S�TBIviIT", This cambin�tior� of codes is
a�signed when notatians and �omments are extensive enaugh ta require a
resuhmittal ofthe packag�.
a) The Car�tractar may releas� the equipment or rnaterial #'ox irx�anufacture;
b�wever, all notations and comrz��ts rnust be incoxporated into tlae
fina� pxoduct.
b} This resubmittal is ta address aIl comments, vmissions and
nan-�anfnrming items kiaat were nated.
a) F�esubmitt�� is to be re�eived by the City within 1 S Calendar T3ays o�E
t�e date of the City's transmittal re�guu�ng t�e resubmittal.
Cod� 4
1 j "NQT APPRDVED" is as��gned �h�n the submittal dnes nat r�eet the
intar�t of the ContraCt DDCuments.
a� The Carxtractor rnust resubmzt t�Ze enlir� package re�+is�d ta �xzng the
subrnittal irYto conf�rm�zace.
b} It may be nec�sse.ry tn xesubmit using a difFerent manufacturerlvend4r
to meet the Cantract Dacuments.
6. Resubmittals
a.
b.
c.
Hand�ed in the sarne tnanner as first s�ibzxiitt�ls
lj Carrectiarzs vther thanrequ�sted. b}�the City
2] Marked with xe�rzsian triangle ar other similar mett�ad
a} At Contx�ctor's nsk if not marked
Subrnittals for each item will ba r��iew�d n.o xz�are than t�vic� at tha G`ity's
expensa.
1) A1] subse��ent review5 wiI� he pez-fornned at times co�av�nieni to the City
and aC the Cantractor's exper�se, h�s�d on the Ciry's ar City
Repres�ntati�e's then pre�ailing rates.
2) Pra�vide Cantr�Gtar reimb�use�ent to th� City within 30 Calendar Days �'or
al� sucki fees invaiced by t�e City,
'The n�ed fcn �xtaz� tl�an 1 resubmis�ion c}r any c�ther delay in obtaarrir�g City's
re�i�+ af su�mittals, wi11 not cnti�lc the Contractor tra ar� extensio� c�f Contract
Tixne.
7. Partial Submittals
a. Cify reserves the right to not revz�w sul�nnittals deemed pactial, at the City's
dis��etson.
la. Submittals daemed by the City to he not cornplete wilI be returned to t�ie
Cantraciar, and �n+ill be cansidexed "1�Tot Ap�ra��d" until resu�smitt�d.
c. The City may ai its optivn provYde a list o� nsark the su��nittal directin,� the
Contractnr to the areas tbat are inco�plete.
�G 8. If th� Cor�tractnr considers ��r corrcction indicated o� the shap drawings to
47 �onstifiate a ehange t;o the Cnntract Docunrtents, then written r�otice must he
48 provided thereof to tl�ie Cit� at Ieasi 7 Cal�ndar Days priar to rel�ase far
�19 �am�facture.
CI'TY OF FQR� W4R7'H CLBAI� FORK F4RCE 11�1AIN
STANDARI] C�NSTRL]C'�IQN SPECTPICATI�IV �OCUMFsTV�'S CITY i�R4JECT t+IQ_ t00996
Revised Decem6er 2D, 2012
41 33 Ofl -!
SLJBI�QITTALS
Page 7 oi g
1 9. When ttxe shvp d��aw�ngs ha�v� been campleted ta the sati�factian vf the City, tlle
2 ��rntractor may carry out tlae canst�uctian in accordance therewith and nn fixrther
3 changes tEierein except �pan written i�.stauctions frvm th� City.
� I0. Each suhmittal, apprapriately caded, will be r�turn�d vvitkain 34 Calendar Days
S fnllowing receipt o£subFnittal by tb�e City.
� L. Mac� ups
? 1_ Mock TJp units as specified in indavidual Sectio�n,s, i.�clude, but are n�t nec�ssarily
8 Einazted to, completa units of the standard o� a�ceptance for that type af W�rk #o he
9 �ed an the Praje�t. Remove at the campletion af th� Vi�ork or when dire�t�d.
10 M. Qualificatians
11 1, If specifically re�uixed i� other Secfzvn� vf these �pecifications, submit a P.E.
12 Cexti�ca#ion for each ikeam re�quired.
13
1�
15
16
i7
18
19
20
N. R.equest �'ar 7.�farm�tion {RFI)
1. �oniractor Request for adclitional informatian
a. �lari�ca#ian or interpret�ion of the cantract documents
b. �hen the Cantractar belier�es th�re is a conflict �etweean Cantract �]o�meilts
c. Wfien the Contractor helieues there is a confli�t between t�ie Drawings and
Speei��cations
I) Identify the �onflict and reque�t clarificatian
2. L�se the �.equest far Tn�armation {RRI� for�r� pra�ided by the City.
il 3. Numberittg ofR�'T
2Z a. Prefix with "RFI" followed by series nvmher, "_xxx", beginning witih "01" and
23 itacreasing sequer�ti�lly vWitk� �ach additi.ot�al tt�ns�ittal.
�4 �4. �u-�"icietif infoxmatian shall �e attached � p�rrnit a vvritten response wit�aut fu�'ther
25 infOrmatii on.
2� S. Th� City wiillog eac�i request and �raill re�riery thc request.
27 a. If review af the praj act informxTion requ�st ix�dicates that a cha.nge t� the
28 C�ntract floc�xnents is required, th� City will issue a Field ardex ar Ck�ng�
29 Qzder, as appr�priate.
3Q I.5 Si]BMITT�iLS �1�iOT USED]
3X 1.6 ACTZUN SiTB�IITTALSIINFUI7�MATIONAL SUBNCCTTALS rPV4T [JSE�]
32 1.7 CLOSEDYTT SUB1I+I�XTTAL� [N�T USEI]]
�� i.s m�nv�r�rr�vc� n�.�u� suB�rT�u.s �r�aT t�sEn�
3� �.� QU�Y�ry ��uRalvcE ��'vT USEn�
35 1.�0 DELNEI�Y, STQRAGE, AND HAI�DLING [Nf[�T USEiI]
�
1.1I FI�LU [SITE] C�NDI"TIaNS [NOT USED]
37 1.12 WARRANT� [NUT iiSED]
CITY �F FORT WORTH
S�'ANDARD CONSTRUCTI�riI SPEQFICATidN DOCLTMEidTS
[Lavised Decemher x0, 2p12
r'?.�AR l�[]l�K. FO]tCF� 11�IriIIV
GTTYPR07FC"riVU_ 1f1049d
DI3304-8
SUHMITPar q
i'x�e $ pf 8
1 PART � - PRQDiICTS �1�IOT [lSED]
2 PART 3- EKECUTIQIV [NiQ'd' LiSED]
3 END QF SECTIaN
4
i�.errision Lvg
]]A"1`� iVAME SUMM�RY UF CHANG�:
I2+20r'2012 T]. Jahnsan 1.4.K.8. �rorking Da.y�mrxiifiedta Cafenslar f]ays
CITY OF �ORT WQRTFi CLEAR FORI� FORCB hiAIi+i
STAIV�ARU L'flAlS�RUCT'I�hf SPfiCiFICATIbN7�OCL1i1+fE14"I'$ t'l"fY PRQ7ECTiVO_ 100996
�teviaed Decemt�• 2(}, 2012
013513-1
SF�GIAL PRO]ECT PR{]C:l:l] lJ kLY.S
Page 1 af 8
1
2
3
S�C.TI4N 0135 l3
5T'FC;T11L I'i�t7.�LC`1' I'R4CJEL)UIZ.�.S
[T�xt in Hl�e is f'or inforrt2afion r�r gacldrxnct, R�mnve rrli hlue text ir� the�nad�ra�ecf doeument.�
� P�RT 1 � GL,�ff�_R_AT,
5 1.7. STJNMARY
6 A. SecCian Tncludes:
7
8
9
10
11
1�
13
14
IS
1G
I7
18
19
20
2I
22
1. The pmcedure� for sp�cial pPajeat circumst�inccs Ihat includes, hut i5 noC limited tt�:
a, Coordination wiLh the 'I'exas DeparlmctiC of 'l".c�uspnrtatian
h. 1�Vnrlc near Iligh Volta�e Lines
G. Ca�'incd Spacc k.z�t�y Pmgram
d_ Air �'o�lutic�n Waich ].7ays
e. Lrse af Fxpinsives, Dxap �'�Ieight, Etc,
f. �7ilater Dcpartment Noti�ication
g. Public Notification Pri�r to I3eginnin� ConstrucLion
h. Coordindtion wit� LTnited SLatcs Arm}� Gorps ofEngineers
i. Canrdination within I�.ailraad pe.�mits arcas
j. Dust Gonirt��
k, Em.plvy�r: Parki�g
1, (�aordinatiora �ith Nr�rth C'enaral T�xcxr Councid af Gov��-nments Cdean
Consiruction 5peeifacatian �xemove af nat requ2rc:dJ�
�. Devaaii�ns fram this L'it3� c�f Fnrt Worth Staudard Specification
1, None.
Z3 C. Ralateci Specification SGction.s it��Zude, bui arc noi necessarily 1lmitet� lo;
z� 1. Uivision 0 F3idding Rec�uircrncnts, Cc�n.tx�ct Farr��s and Conditions of tiie Gantract
�5 2. Division 1— Ceneral Requirements
26 3, Section 33 1�. 25 — Cannection tn Existin.g Waeer Mains
27 1.2 1'.I�CE �ifll 1'AYM�'.�i'I' PR�C�.L3i1RE5�
�.8
29
30
31
32
33
34
3S
36
37
38
39
�0
A. Measurexnent and Payment
1. Coordination w�thin Ttailroad permil, ai�eas
a. Mcasuren�ent
J) Me�surenn�nt �nr this Itetn will be by Iump sum.
h. Fayment
1) The work perfcrrmcd and inatcria�s furnished in accnrdance w�itg fhis Ite�n
vc�ill 6e paid for at tlae �un�p �um price hid fnr Railro�ui Ccrardinatioza.
c. The pricc bid sk�all includc:
J,} Mobili7atifln
z) Tz�spectinn
3) Saf'cty trainin�
A�} Adtiiti.onallnstu'Etnce
5) Insurarice C�rti�i��tes
c:rry or' �oi�'r woR�
STAN[)AiZ[] C;t]hTSTRUCTiQN 3PECIFiCAT1ON DDC[1L�R�17'S
R e[+i sed l] ecemh cr 20 , 2 p I 2
CI,J:A& T(aRl4 Y[]lZi:fi MAIN
CITY PROJr[:T h!{). 1Q�496
[1] 35 l�i -7
SPECIAL PR07EGT Ylt[ 1('i"s1�URE3
i'age 2 aTR
�
2
3
4
5
6
7
8
9
�o
11
�2
13
14
15
1�
1?
1$
6j Othe� re�ui�ments �ssaciated v�+ith gctieral caardinatian with Railroad,
inc;lu�i�g atidicional employees requised to pro�ect fhe right-of-way ancl
prop�rty of tkle RaiIroad frazxz damage arisin� o�t of andlar fiom the
c:s�nstruction af�he Proj�ct.
2. Razlx�aad Flagrnen
a. M�sureiaaent
1} Measuremeni for th�s Item w�i11 be per �orki.ng day,
b. Paymenk
1) Tl�e wnrk �erfnrmed and inaterials furn.isbed in ac�axda.nc.� wifh this Itenn�
wi�l be paid for ea�h woxking day that Railroad Flagmen are present �r the
Site.
c. The pric� bid shall include:
I} Coordination far scheduling flagmen
2) Flagm�n
3) Qthex requirements associated with Railraad
3. All a#lxex items
a. �lork ass�czated wzth these Iterns is consiciered subsidi€�ry t� the variaus Items
bid. Na separate paynaent wiIl �� allowed for this Item.
19 l.3 REFEREN�ES
20 A. Refer�uce 5tandards
2t
2�
23
24
25
26
27
l, Re£ere,�uce standa.rc�,s �ited in this Specifi�ation refer to the curr�nt reference
s�arrdard publish�d at the time nf the lat�st revision date logged at the end nf this
Specz�oation, unless a date is s���ifi�ally �ited.
�. Health and Safety Cad�, Titie 9. Safety, �ubtitle A. Public Safety, Ck�apter 752.
TIigh �ol�tge �verhead Lines.
3. North C:entral Texas Council flf'Governrnents {NCTCOG) — Clean Corvstructiun
S��ecifzcation
28 1.� ADMINISTRATIVE REQC3IREMENTS
29 A. Coozdination with thc Texas Department of Transpartation
3�
31
32
33
34
35
3$
37
38
39
�4�
41
42
�43
44
�45
I. W].�en wnrk in tlze right-af way wkuck� is under the jurisdiction of the Texas
Depaztment af Tran�portation (TxDO'i�;
a. Nnf�fy the �Texas Depa�ment o�Tx�sparta�ion priorta commencing ar�ywork
thexein in accnrda.nce w�ith the provisians af the pei7nit
b. AIl work perfQxxxied in th� TxDQT �ig}rt-af-w�ay shall be perfarm�d in
corr�plianee with and subjeci ta appraval, fxam the Te.�cas Departiment of
'Irans�ortaCion
B. Vtiiark near Hi� Vvltage Li€nes
2.
3
Regulatary Rec�uiccrnents
a. All Wark near High �oltage Lin� (mare than 6�[i volts zneasured between
candu�tars or between a cax►ducior and Ch� gr�wid� shall �e in accordsnce with
Health and Safety Cad�, Title 9, Subtitle A, [�haptUr 75�.
�arning sign
a. Pzawzdc sign nf suf�rcient size rneeiing all QSHA r�quirement4.
E�ipmer�t operatiz�g wxth.i�i 10 f�ei of high va�tag� lines will require tha follnwiug
safety features
ClTY QF FpRT WOH'i'H
STAIVDARD �flN 51'Rl1CTIOld SFECIFICATIDN DOCiJi41ENTS
Reviaed I}eeem�er 2ff, 2f31.2
CLEAR FORI� FDItCE M,d�R+I
CPPY PRO]ECT N�. f fltl49G
0133 k3-3
SPECIAL PRfl]ECT PROCEDLlRBS
Page 3 af 8
l
2
3
d
5
6
7
8
9
1D
11
l2
13
14
lS
16
17
1$
19
20
ai
22
a3
24
25
2b
27
2&
29
3U
31
32
33
34
35
36
��
38
39
40
41
42
a. Insulating cage-type of guard about the b�om or arm
b. �nsulata� links on the lif� haak cannection� fnr back hoes or dippexs
e. Equipment must nr�eet th� safet� �requir�ments as set f�zth l�y a�HA and the
safety requirements of the nwner af the high valtage lines
�. iTdark wiihin fi feet af hig}� valtage electric l�nes
a. Natificatian shall be given tn:
1� The power company �example: C)N��R)
a) Maintain an accut�ate log of alI such caIls to power campany and record
�efion taken in ea�h �ase.
b. �aardin,atian witY� powez campany
1} Af�er �otification �odrdinat� with the po��r cQmpany to:
a) Erect temparary m�cl�az�ical barriers, de-en�rgi�e the linesx or raise o�r
lowex the �in�es
c. No per�onnel may work v�it,�zn 6��t af a high volCaga line befar� ihs above
xequirements have hee� met.
C. Con�ined Sgace Entry �z�ograrn
1. P'rovide and f�Jlaw appmx+ed Confin�d 5pace Entry Progra.m �n accQrdance with
OSHA requirements.
�. �4IYfIY1� �'�7�3 1i1G11]C�E;
a. Manhales
1�. AI] �ther canfined spaces in acaordance vv'ith �SHA's Permit Required for
Canfined Spac�s
D. Aix Pallutian Watcx► Days
1. General
a. Dbserve #he following guid�lines x�lating Co warking 4n �ity cnr�struction �zt�s
vn days designated as "AIR PQLLLTTI�N WATCH I�AY�".
b. Ty�ical ��ane Seasa�
I} May 1 through ��ctohex 31.
c. Critic�l Emissian Time
1] G:�O a,m.. ta 10:0U a.m.
2. �atch Day�
a. The Texas Commissivn an Enviuo�menta� �ualily �TCE�), in coardination
with tl�� Nfa�'tanal Weather �ervice, wil.1 issue the Aix Pollution Watch hy 3:�q
p.xn, on the afternaan priar to the WATCH day.
b. Re[juiremenfs
1} $egin work after 14:q4 a.m. whe�ev�r car�stru�iion phasing �-equires the
L15e Of IIAOtQi'1Zed 0C�111p1I18D1C �T �]�C10�5 lIl �RG�55 U� 1�1Qlli'.
�} Howevear, the Contractnr may Y�e�in wo�ek prior ta 10:Q(] a.m if:
a) Llse of matarized equiprnent i� less than 1 hour, ar
b) �£equ��ment is new and eerta�ed �y EPA as "Low Emittir►g", o�r
equipment burns �11tra Law �u�'ur Diesel [LILSD}, diesel e�ulsians, or
alternative fuels such as CNG.
43 E. TGEQ Air Permif
�� 1. Obtain TCEQ Air Permit £ar �anstructiaa� ac�ivities p�r requirements af TCEQ.
45 F. Use vf gxplasives, Drop Vi�eight, Eic.
4b l. When Cfln#xact Daciu�uents p�rmit �n the project tb.e follawing wili apply:
CYI'Y OF FORT VJORTI-I CLEA,R FORI{ F�RCEt 7+,tAIN
STA3+IDARll CONSTRUCTIOIV SPCsCIFIGA'i'iDN DdCi1MFiNT9 CITY PRQ]ECT NC�_ 1 Ufl495
Revised Oscemhar 20, �012
(�13513-4
SPECI.�4L PRQJECT PRi] CL�L7CIRES
Page 4 af 8
1 a, Public Nati�ic�tian
2 I� Suhmit natice tp �ity a�dp�aof o�adequate insurance coverage, �4 hoe�rs
3 pri�ar ta cannn�encin�.
� 2} Miu�ixnum �4 haw� puhlic notification in acc�rdance with Section Ul 31 13
G. Wa�r Departtnent Coardinatioit
6 1. I7uring the consi�ucfian of this project, it will be necessary to deac�#avate, far a
7 per1ad af tixx�e, exisiir�g Iir�es, 'X'he Contract�r shall be required ta c�aardinate wi�,h.
8 t�e �Vater Depar�inent to det�rmine the best tunes for deactivating and acti�vating
� thos� lines.
1D
1]
12
13
l�4
IS
1�
17
18
t9
2Q
21
22
�3
x�
2. Coardinate any event that vuitl require connec�ing t� ar fb.e operaiian of ar� e�cistin�
City water line systern with t.�e City}s repre$eutative.
a. Caardanat�on shall be in a�cordance with Section 33 12 2$.
b. If needed, ob�aix� a hydrant watex xne#er from the �Vate� I7epartrnenk for use
duxing t�Ze life af aamed project.
c. In �e ever�t that a water �al�e on an existing live system be turned o�' and an
to aecamm�date the construction oithe proj ect is rc�quired, erzordinate tbis
. acti�ity thraugh the appropriaie C;ity representative.
1) l�o nc�t operate water line val�ves of existing vv�ter sy�tedm.
a) Failure ta comp]y u�ili render the Cantractar in violation o�'Texas Pendl
Gode Titic 7, Chapter 28,03 (Criminal Mischie� ax�d t�ie Cantractor
r�vvill be pr�s�cuted ta the full exten.t of tbe Iaw.
b} Tn addiiion, the Cantractar wil� assun�e all liab�i�.e� and
respansibi�ities as a result af tlacse actions.
H, Pu�iic N'oiificatian l�riar to Seginning Canstr�zctian
25 1. Px7px tQ bCgliiriin� CDz7,5tn1�tit�n On an� I3IOCIC in thC px4j�Ct, an ablack h� block
26 basis, prepare an.d deliv�r a ns�tice ar fly�r af the pending ronstiuction tn the frant
27 donr of e�ch residence ur business that wiil be impacteci by canstructian. The natice
28 s�all b� p��epared as fallaw�:
.�9 a. .Post notice ar flyer 7 days pz7ior to b�ginning any cons�uct�on act��ity on �a�h
34 t�Iock in the proj ect area.
31 1) Pr�pare flyer on the �ontractor's letterhead and include the fol�o�ring
32 infomnation:
33 a) Nam.e a£Project
34 b� City Pr�ject 1Vo (�FN)
35 c} Scope ofPinject (i.e, type of const,ruc�on aotivity}
36 d} Actual cc�n5cructian duration witkzi.n the b�ock
37 e) Narne a# the cantracior's foreman and phane numher
38 �} Nam� af the Gity's inspector artd phor�e n�nber
39 g) City's a�ter-hours phone n�cnber
�l4 2) A saznple af the `pre-�cvnstructican nolifacatian' flyer is attached as E�ibit
41 A,
42 3) 5ubrnit schedule shawing the constructian statt and fizush ti.rne for ea�h
43 hlacic of th� praject ta the inspect,�x.
44 4) L�eli�ver flyer ta fhe City T�aspectar %r review prior t.� distribution,
�5 h. �a construction wi�I �e allowed to begin on any block until the f�y�r is
46 deli�ered to all residents of the bloc.�.
�7 Z. Puhlic Motificati�n of Te,mparary Wat�r Ser�ice Ztxternxptian dutiug Constructivn
C17'X C3F F�RT WORT'H CLEAR FORK FORCE 11+fAIN
STANl]ARI] �pN F�'IIUL�'l'1�N 3PECIFICATTON I70E�ih�fEiV7'S CITY PRO.TEC'� hlQ, i Od49d
�evi sed 17eGe3rt�er 20, 2012
41 33 13 - 5
SPECIAI.PR0IECT PROCEBiIRES
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In thc e�rent rt 1�ecomes necessa�y tda tempnrarily sh�ut down water sezvice to
reside�ts or businesses during cvn�tructio�u, pxepare and deli�er a natice or #iyer of
the pending int�ruption to �S.e fivnt d�or ofea�cb af£ected resideant.
�repared notice as fallaws:
a. Thc ��atific�tion ar �yer sha11 be postad 24 houzs pr�ar ta the teznporary
interruptian.
b. Prepare fly�r on the c;ontractor's letterk�ead and include th� fnllowing
inf�rmatian:
1} Naine ofthe pz�njact
2) City Project Num�e�
3� Date ofthe inte�xuptian ��service
4) Period th� interrupCisan will tal�e place
5) N'arne nf t�e cantr�ct❑r's £atemau a�d phon� numb�'
d) Name of th�e Ci.ty's inspectoa� and phoz�e number
c. A sam�le vf the temporary traater sexvice inte�'�xption natificatior� is attached as
Exhtiait B.
d. Deli�er a c�py flf t�e temparary interruption nntificatian to the City inspector
f�r re�vicw prior to l�eir�g distributed.
e. No intezxupkian of water sezvice can �ccur unti� the flyex Y�a� been delit+ered to
a11 af£acted residents and t�usinesses.
f. Elecrronic versi�s of the saznple flyers can be o�atained fram the �xajeci
�ar�structian Inspect�r.
�. Caordinatiaxa withUnited States Army Cvrps ofEnginaers (Ll�ACL)
l, At Iocations in the Project whexe caz�s#xiz�tion acti,vities accur in area� where
USACE penmits are reqixirecl, m.eet all requitemenis set forth in each d�signated
pernxif.
K. Coardit�ation within Rai�road Permit Areas
1
+'�
3
At locations in t�e pzoj ect wh�re constxuctian a�cti�ities accur in area� �vh�x�e
railraad permits are require.ci, m�et alI x�equirezncnts set fo�rth i.� e� des��nated
xailxaad permit. This inGlud�s, but is not limited to, �r�wisinns for:
a. Flag,m�n
b. Insp�ctors
c. Safety txai�it�g
d. Additional insuraz�e
e. I�a.sut�atYce certaficates
£ Qther exzxpXQyeea rec�uired to protecE the right-of way and praperty vf the
Razlxnad �ompany from c�ama�e arising c�ut nf andEar �rc�rn the construction af
the p�+aject. Proper utility cleaxa.uce px'ocedur�s shall b� used in accordance
wit1� the peimit guidel'rnes.
Qbtax� any supplerne�tal mformafion needed to cornply with tlie raiiroad's
requirernents.
Ra�lrv�d Flagnnen
a. Subzx�it receipts ta Cit� for verificatiaa af warkin� days that railraad flagme�a
were �aresent on Site.
L, Dust Con�ral
1. �LTse acceptahle m�asures to con#rol. dust at the Site.
a. If water is used to con�nl dus�, capfure and pr�perl� dispose of waste �ra#er-.
CITY DF FDRT WORTH
STA�II]AT�L� CONSTRiICTIOnd SP�CI1�iCA'F]dAI I?OCUMEi+iTS
Aevised Deeember��, 2�12
Ci.F�+a r'C��ait r'o�c8 �rA1N
C[TY PRLx1LC."l' Na. 1Da996
ai 3s r� -�
SPEC3AT�P'ROJE�'J' f'lt0['Nlxntli5
PPge fi of S
1 �. Ift wet saw cuttin.g is performed, capture aud prapetly c�spose �f sltury.
2 1VI. �:naploye� Parkina
3 �. Pro vidc parking fox enaplayeas at l n�ati ons apprc�ved t�}+ the City.
4 I+1. �C�vrdinatian with Nor[h C:ents�al Te�as Council af Gavernments {hICTCOG) Clean
S �nr�#r�ctinn �pec'sfication [if xequired fa�• the project — veri�yr witb Cit3']
6 �. Comply with e�uipment, aperational, reparting aad enfarcement requ.iremenis set
7 forth in NCTCOf�'s Clean Constru�tinn 5peci�cafi�n.}
8 1.5 SL"L�VIITT�L� �N�T iJSE�]
9 �.6 A(:T�(}N ,SUBI�rI'l".['AL51�1�ii'f��t14'IATIaN�LL SL'SMITTAT�� CI� �T iT��ED]
10 1.7 CLQSE�CTT SXI�SMITTALS [N�T [ISEU]
1� �,$ l'�Al1tiITI'1�1,�►NG'F MATERIAII SU�3M1'�"�'A],,,� [NaT U�L+'ll]
12 �..4 Q1..��Li1ITV A85URANCE �1tiTDT iTSE]]]
13 1.14 DELIVERY, ST[IR�,GE, AND 7i�iNTiT,YNG [N�T iTSFD]
14 1.11 FIELD [Sr'1��� c��z��riaNs [�roT usE��
15 I.1.2 V4'�RRANTY [N�T iTS�:U7
16 �'ART �- FR[]l] � C'i'S � N{ )T Li5 E i3]
17 P�tRT 3- EYE�:rJTTf]N [ND`[` i7SFIl�
i8
l9
�]�ID QF Sl���"['1[)�'
R�vision L�g
D1�TF. N�MIu SUN.MIAItY L7�.' C:�I.4,1�G�
1.4.R— Adc��ci ruluirc:rnent of ec�.•npliancc with Hea[t}i aud Safety C:ode, :fitle 9.
5131�2U12 B. Johnaon �afct}�, SuUtitle � 1'uhlic Sdfety, C,hapteR 752. High'�olta�e �verl�ead Lines,
l.4.� -- Added Contractor respor►sit�ility for obtainirig a TC'E(} Air Pcm1i�
2{�
C17'Y OE� rOI�'1' l4'UI�I'H CLEhR FORK F4RCE IvfAN
5'l'1tN1JAI�I} CU�5TIZL'C�'lC3N 51'h[:II�ICA'I'1(}N f]C3CU�IFNTS �ITYPRQIEC'1'i�{0. 1{is�946
l�evised E�cccmhcr 2(], 2p 17
a�3si�-•r
Sk�C1AL PRO]IlCT FROCEDi1RES
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EXFIIB�I' A
�Ta ha printed ❑n Gantractor's Letterheadj
❑ate:
CPN Na.:
Project Narn�:
Mapsco L�catian:
Limits �f CanstrUctinn�
�
THIS 15 TO INFDRM ��L] THAT �NOER A CONTRACT VIfITH THE �ITY QF FQRT
WQRTH, ❑UR Cd�IIPANY W(LL W{]RK ON 11T1l,lTY L1NES nN OR AR(3i]HO Y�UR
PROPERTY.
C�NSTF�UCTIQN WIL.L BEGIN APPRD7CIMATEL.Y 5EVEN DAYS FROM THE DATE
a� THrs Na�icE.
IF' Y�ll HAVE Q�l�5Tl�N5 ABOUT J4,CCE5S, S�CllRETY, SAFETY aR AN'� OTHER
I�SI]E, PLEASE C►4LL;
IUl1'. �CONTRACTDR'S SUPERIhRE1�b�I�T� AT c'fELEPHDHE N�.7
❑R
N[r, �CITY INSP�CT�R� AT � TEL�PHVH� �10.}
AFT�R �4:3U PIU� tiR �N WEEl�CENOS, PL.EAS� GALL �8'f 7) 392 8346
PLF�lSF iCEEP TN15 FLY�R H�4NDY WH�'�1 YOiI CALL
GITY (]F FOR'C GVdR.TH
3TAI4I]Al�L7 C�C]N� T1tUCTLDN SPECIFtCATIdhI DaCUA+tENTS
Revised Decem6er �Q, 201�
CI,EAR F�3�K Fi]RCE 1�+IAIN
CITY PItO.IGGT IVO. ] U049G
�1 35 13 - $
SP�C��. XrXLOrF.G'C PR4CEDiIRFS
Page 6 af 8
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�a
E�CHIBIT B
o�T'�aRT
�
no�e �a. xxarx
a.�o�ea �:
�47`i�R� DF 'r�MP0�14►R� WAT�1� S�RV��S
1s�TBRRLiP7`l�I�
DLTE TO UTII.I'I'Y IMPRUVEMEI�iT� IIY YDiFR 1V'EIGHHURHOQD� YQi7R
WA7'�R $E$VICE WLL.L E� INTERR�]PTF.D U1wT
H�'PWE�IY Tl� �i[1U� QF AND
Yp' YQ[I HAVE Q[IESTIUNS ABUU"A' 'CliI5 SHIIT-OZ7T, Pi�SFs CA.�.I,.:
MR. AT
(CO1�iTRAC'1'OR8 $UPER3N"iE1VI1�N'1'j i'�+F�H�11i� IYIiMBER}
DR
]yrl]Z, AT
(CITY IIYBP�.C['URi iT�LEPHONI� NYlMBF�i)
T�Yl9 INC�IYV�NIENCE WILL B� A� $HUR'I' AS l'U9�IBL�.
�rx�►zvx xnn,
, CQIHTRAC�'QR
3 - - - _._.._ � - -�,. _ , �... - -� �----
�
CITY OF FtlRT WOitTH CLN.4R kU�il� NOl�f;f's I4fAIN
STANDARD CpNSTRCICTC�N SPSCTFICATIflN DpCiJIvIEN7'S CITY NR[1.if.CT N0. 1OD996
Revised December 2Q, 2b 12
❑1 d5 23 • 1
T�STINGAI�ID INSPLG"I'IdN SFLtV10ES
Page I of 2
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3 PART 1 - GENERAL
4 1.1 SUMM,�RY
5
6
7
S
�EC�'I�N �1 45 23
TEST]NCx AND INSPECTIflitil SERVICFS
A, Section Includes:
1. Testin� and inspec�ion services proeedures and caordinatian
B. T�evia�ions from this City af Fort �ortl� Standard Speci�icatian
9 C. Related Specifi�ati�n Sectians include, hut are not necessarily �imited ta:
1Q 1. 7]ivision Q— Bidding Requir�menis, �antzact Forms and Canditidns af the Contract
I 1 2. Dir�siox� l— General Requiremenis
12 1.� PRICE AlYD PA'YMEIti[T �'�UGCDURES
13
14
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18
19
2a
21
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24
25
A. Measurement and Paynr�ez�.t
1. Work assaciated with this Itern is c�nsidered su}asidiary to il�e various Ytems bid.
Nn separate gay�nent wi�l �ae allowed fox thns Ttem.
a. GontracEar is resg�onsible for perfortning, coordinating, and paym�nt of all
Quality �antxol testing.
h. City is responsible for perfrnYning an� payment �'�r first set af Q�ality
Assurance testing.
1} If the first Qnality Assura�ce #.est performed by t�ae City fails, fhe
Contract�r is responsxble farpayment ofsubsequent Qualiiy Ass�u�a.me�
t���lh� l7YYC1I � paSSlt1� LPrS� �CGLII'S.
a) Fina1 �ceptance will not be zssued hy City untal all r�quired pa�ments
for testing by Contractor k�.�.a.�e been paid in £ull.
1.3 REFEiZEN�F�S [N�T LTSED]
2s 1.4 AI]MINISTRATx'VE RE��TIREMENTS
27
28
29
3a
31
32
33
3A�
35
36
37
38
A. Tes�ing
1.
�.
3.
1, I�vne.
C�mplete testi.ng i� a�cnrda�nce with the Contract Da�uments.
Coox-ciination
a. Fdhen f.�tang is required to be performed 6y tk�e C.ity, notify City, suf�"icientiy
in advance, �ahen testing is needed.
b. When tesYing is required to be camplet�d hy the Contra,ctor, na�ifjr City,
suffeiently in ad�vatice, that testingwill be perfo►m�ed.
Distribul�an of Te�sting Repor�
�. Electranic Distributaan
1} Canf�nm deveioprnent of proj e�t direct4ry �vr elecfranic suUxnittals ta be
uplaad�d to Cily's Buzzsavwr site, or another e�iernal FTp site approved by
the City.
C11'Y pF FdRT Wi3R 1'f 1
3TAIVDAitD C�NSTl�U(:TLOhT BPECIFICATIDM DOCiIMENTS
ltevised Ju1y 1, 201 f
CLEAR F131�1[ E'C]RCA MAIN
CITY PitC].tF?[' i' MO. � 00996
n� dsz3-z
TESTINCr AND INSPHCTLDI�I 3LRVICB5
Page Z qf 2
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18 �.5
2] Upload t�st reports ta d.esigt�ated project r�irectory an�d notifjr apprapriate
City representative� via email of �ubmittal posting.
3) Hard �apies
a) 1 copy for all subtnittals submift�d ta the Project Repr�sentative
}�. Hard Lo�r Distribu�ion (x��requized in lieu of �l�cixvnic distribution}
1) Tests pez-�orn.�ed by City
a) DistriUnt� 1 hard capy ta the Contractar
2) T��ts perf'artnQd hy the Canfa'a.�tor
a) Distribute 3 hard copies fo Cit}+'s Froje�t Represezxtati,ve
4, Pzovi.de Gity's P�oject R�presentai�ve with trip ti.ckets for each delivered load �f
Goncrete ox Lzme material inclu�iz�g the following information:
a, Name of pit
b. Date af delivery
c. Material deli�erecl
B. Inspection
I. �nspect�on or lack of inspeation daes not reli�ve the Cantr�ctar from ob�igatian tn
perf'orm work in ac�ordance vwith the Cantract DQcurnen�s.
6LTBNITTTALS [NOT iTSE�]
l9 1.6 ACTION.�X]BMI'TrI'ALSIII�FO�NXA.'�'XaN,A,L �UBMITTAL� [NUT USED]
2Q 1.7 CLOSEOUT �T]BMITTAI�� [NOT Ci�EIa]
21 1.8 MAINTENANCE MATERYAY, SUSMTTTAL� [N�T USED]
22 1.9 QUALIT�i' AS�URANCE [N[3T C]'SED]
23 I.1� DELZVERY, �T�RAGE, ANI] HANDLING [NnT LF�ED]
24
25
�G
27
28
�.9
i.1Y Fr�Y,n ��YT�,7 C�1wn����v� [NOT []5�1�1
1.1� WAR1tANT'Y [NOT iTSED]
PART 2� PRQDUCTS jN�T CJSED]
PART 3 - EK�['uTI�IN [NOT USED]
END �F SECTIOlY
R.evision Lag
I]ATB N'A.Mi �l1MMARY ()F C'T�ANG�;
iei17
CITY dF F[lRT WaR1'Ti CLF.AR FORK FORCE 11hts.Cf�f
3TANDARl7 CdN5'CRLJCTTfl]Y 5PEC3FICATIDN DDCiI1v[ENTS CL1"Y PF.�]3EC?.' ND. ID999d
i{e�iaed duly 1, 20l 3
OLSb60-1
T�MFO[tARY PA,CILI'fIES AND CONTRQLS
Page 1 ai4
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sE�T�o�r a� sa �a
TEMI'ORA,R.�' FACILITIE� AND C�NTROL�
� �.ART 1 - GE�V�ERAL
4 l.1 SUMNiA.RIT
5 #�. 5ec�ian Tn�ludes:
6
7
8
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11
1�
13
1a
1. Pravide tempazaxy farailities and controls ne�ded for t3�e'Wark in�;luc�ing, but nat
necessariiy Ii�xait�d t4:
a, Ti �xxxporary uiilities
b, Sanitary faciliiies
c. Sfi.arag� Shecis ar�d Suildings
d. Dust coutrai
e. Temporar� fencing af th,e canstructian site
B, Deviations fx�m this Gity of Fart Vd��rth Standard Speci�cation
1. Nvne.
15 C. Related Specifiicatian S�ctians include, }�ut are nvt necessarily limited to;
1� 1., Division �— Siddir�g Requir�ments, Contract �'orms �1 ��nditioms of the Ccmtract
17 �.. Division 1� General Requix�ments
18 1.2 PRILE AND PAYMElYT PR�CEDURES
19 A. Measuxement and Payrn�nt
2Q 1, �ork assaciated tx�ith this Item is cansi�lered suhsidiary ta tlz� variaus It�ms hid.
2] Na separate payment u�i11 be allowed for this Itern.
�� 1.3 RE�`EREI�iCEB [N'QT USED�
23 t.4 ADMINYST�tATIVE RE�iTIREMENT�
24
25
26
27
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32
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35
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39
�U
A. Temparary Utilities
I , Obtaining Temporary Sexv�ce
a. Mak�e arrarige�n�nts with u�ility service camparues fQr t�Inparaxy s�rvices.
h. Abide by rules and regulativn� of utility scrvice ccarzapa�aies ar auth4ri�aes
ha�ing jurisdiction.
c. Be responsihle for utility service �aats until W�rk is appmved for Finai
Acceptan�e.
1) In�lu�ied are fuel, paw�r, Iight, heat �nd other ut�Iity s�rvices necessary� for
exec�ution, cr,mple#�on, testin� and �nitial operation of Work.
2, V4��ter
a. Contractar �o pravide v�ater required fnr aud in connection wiill Wark ta be
perFoxxa�ed and for specified tests of piping, equipment, de�ices vr oth�r us� as
required fox the campl�f��x� of th� Wnrk.
b, Pravide and maintaiax adequate s�upply af potal�le water far dameskic
GD[1511iI,t�'?t10I1 F3j► GO�tiaCt�T �ETSOriri�I anCl Gity's Project Represez�tatives.
c, Caordina�ion
i] Cantac� Ciry 1 week be£are water far eonstructian is desired
CITk' 4F F4RT WC3RTH
STA�II]ARD OON5TRl1CTIQt� SPECIHICATIDN D(]C[1hrIEl�1TS
Reuised duly 1, �Ul l
c:L�a�i r•oRx �o�tc� n�tv
C:i'I'Y f'ltfl7FiCT NO. l Od94.0
fl15000-2
�F�k'4f�ARY FACILITIBS ANI7 CQAlTR�L3
Faga 2 af 4
1
2
3
4
5
6
7
8
9
io
�i
12
13
1 �l
15
I6
17
1$
19
20
�1
�2
23
z�
25
26
�7
28
29
3Q
31
32
33
34
35
36
37
38
39
4U
41
d. Contractbr Payz�ent for Canstruction Water
1) Obtain constructian wate� m�ter fiam City far payment as billed hy �ity's
established rates.
3. Electricity and Light�ng
a. Prvvide and pay £or el�ctric powered ser�ic� as required for '47Vor&, iacluding
testing aiW'vrk.
1) P�•o�vide pQwer fax lighting, aperation af equipment, or oth�r use.
b. Electric pawer s�rvice includes t�mpoxary po,�c+et ser�ice ax generatar ta
m�intain aperatians dul�ng scheduled shutdown.
4. Telephone
a. Pm�ide ernergezlcy telephone ser�vice at Site fax use by Cpniractar pexsonnel
atud athers perfornvng v�ark or furnishing services at Site.
5. Tesnporary Heat and'irentilati�
a. Provide te�np�orary beat as necessa�y far prntec�ian ar co.tnpletivn caf Work.
b. Pra�+ide temporary heat and ventilxtion ta assure safe working canditinns.
S. Sanifary Facilitie5
1, Provide and rn�ntain sanitary £acilities fnrpersvns ozz Sit�.
a. Cnmply v,�ith regu]atzons nf 5tate and local departments of health.
2. Enfarce use of sa�it�ry facilitzes by caz�struct�an p�-sazuael at job site.
a, EncXr�se and anchar sanxtary facilities,
b. Nn discharge will h� allowed fram these facilities.
e. Cvllect azzd store sewage and waste so as not to cause nuisari.ce or heal.th
prablem.
d, Haul sewage and waste ofF site at no less thaz� weelcly i�ntrei�als attd prap�rly
disp�se in accardanoe with appli�able regulation,
3, Locate facilities near Work Si.te and keep clean and mai.�tained throughout Project.
4. Remo�e facilities at cc�mpletioza of Project
C. Storage She�s and Buildings
1. Provirie a�iequately ventilated, vvatextig��t, w�:,ath�rooi storage faciliCies with floor
above ground 1eve1 for mat��ials and �uipment susceptible to weather darnage.
2. Storage af materials not suscf:ptible ta �+eat]�e�r damage may be on blocks oif
grau�d.
3. Store materials in a nea# and orderly ma�p.ex,
a, Plac� materials a.nd equipzn�� to permit easy acces� for identifieatian,
inspect�on and in�entory,
�. Eq�tip httildir� wit� lackable doors a�.�l lag�ting, an,dprovide electrical seruice far
�quipmcnt space heat�xs and hea�ing ar r•emilatio�. as nece�sary tv pi�ovid� s�rag�
envirvnm�nts a�ceptable to specif ed m�nufactvrers,
S. Fill and grade site for ternporary structures to provide drainage away �'rom
temparary and existing btuldir�gs.
b_ Rexciave building frorn sit�e priar ta �'inal A�ceptance.
�2 I]. Tcmporary Fencing
43 1. Provi�e aud zxcaintain ior the duration ar c4nstr�.xcti.c�n when re:quired in cantracf
�44 dncutrtents
�� �. Dust �ontr�ol
Cl'T'Y OF F�RT �V�RTIi CLFshR FORK FOR� MAlN
STANDAIZD CONSTRUCTI�L�ISPSC[FICA'Cl4I�iDOCi7A+CENT5 CIT'Y PRC3IkC:'i' �id. 1UQ44G
Re�ised 7uly 1, 2Q11
al SO 4p - 3
TEMP�RARYFACILITlES ANI7 Cd�N'J'ItQLS
Page 3 of �
I 1. �ont�•actor is responsible f�r maintaining dust contru� t�u�oug�x tl,�e du�ration of the
2 project.
3 a. Cont��acta� remains on-call at all firne�
�4 h. Must respond in a iirn�iy rnanner
5 F. TemppraYy Pratection of Cnnstru�tinn
6 1. Can#zactar or sub�ontraators are xesponsi'ble for pr�tectang War% from darnage due
7 ta weath�.
8 1.5 Si.iS1VnTT.ALS [NOT LTSED]
� ].,G ACTION SCTRM7TTALSIIATF�RMATTONAL SUBNIITTALS [N�'I' USE7.1]
10 1.7 CL�SE�UT SUSMI.TTALS [NOT US�Da
11 ]..8 MATI�TENANCE NLATE121AL SURMITTAL5 [NO'X` LTSFD]
l� L9 Q[1ALI`I'Y A��URAI�€C� [N�T U�ED]
13 1.10 DELTVERY, ST�RA(=E, AND I�ANDLI�(x [NCIT USLD]
1� 1.11 FTEY,TI [SYTE] C4NDIT�QN$ [NaT USED]
� s Y.1� w�R.a.�vT� �voT usEn�
lb FART 2 - PRUDi3CT� [1V4T []SED]
17 PART 3� E�ECUTTQ1yf [NOT USED]
I8 3.X iN�TALLER� [N�I' USED]
19 3.2 EKAMIl�AT1i7N [NOT CJ�ED]
20 3.3 PREPARATXUI�i [NQT iJSE�3]
21 3.4 IN�T,t�LLATI�N
22 A. Teznpor�ry Facilitie�
23 l. Maintaz� all temparary fa�iiities �ox �ura.tion mf construction activities as �.eede.d.
z� �.s ����1 r ��sTo�x�a[Qr�
2S 3.6 RE INBTALLATIUN
2b 3,7 FIELD [nR] ST�'E QiTALI'�'Y CQN'Y'ROL [NOT USED]
2'7 3�$ SYSTEM STARTxTP jN�T IISED]
2& 3.9 AI)JX.FSTING� [NOT �C]�S�D]
29 3.14 CLEAIYIIH� [NaT �C.7�ED]
3a 3.11 CLoSEouT ACTiVIT�ES
3 i A. Temparary Facilities
CITY DE F4RT WOitTIY �L.EAR F�Y�ik� FC}RCFs �iAIN
3TANAARD OOI+iSTRUCCION SPECIFICLITIOlt! DOCLI�I+fENT3 CITY PR(3IECT �+iD, 1U09�6
Iievised July 1, 2a1 l
015000-4
'T�MPaT�,RY FAC�.ITIE3 �iN17 CONTEtOLS
Pa�a � of 4
1 1. Remo�e �11 temporary facilities and restare area after cornpleuan of the Wor}s, ta a
� canditian equal ta ax better t.hat�. prior to start of Work.
3 3.12 PROTECTXCII�T [NQT USED]
4 �.�3 NXAIlVTENANCE [NUT I.TS�D]
s �.xa. ��r���rrrs ��o� USa�aol
� END UF �ECTION
Re�+isian Log
DATE NAN�', S[]WiMA[i�' OF C:t�A,I�CrTs
8
CFTY OF F�T�'Y' Vc�01L'T�-T CI,SAR PQttl� FaRCE A�J1If+i
ST'ANTIAFLU C.bN5'i'RUCTIQNSPECIFiCATIOT! ��CUMENT5 CL1'YPR07ECTN0. 1p099b
Re�isedluly 1,2fl11
Ol 55 26 - l
STREST LTSE PERMTT AND Ad�7I]IF[CA'1'TC7l+f5 TO TRAFEIC CdNTILOL
Pagc 1 of3
1 SECTIQN O1 55 26
Z ST�EET llSE PERMIT ANI] MOD�ICATION� TO TRAFF'IC CONTRQL
3 PART 1 - G�NERAL
4 l.l ��T11�MARY
5 A. 5�clzan �nc�udes:
6 1, Administrati�e�racedures �or;
7 a. Street ils� Perxx�.i.t
8 �. Mndifi�a.ti�n of approved tt�a�'ic cont�al
9 c, Removal af Stareet Szgns
1Q B. Deviations fro� this Cit� af Fort V�4x#� St�ndard Specificatao�
I1 1. Alane.
12 L'. R�lated Speczficativn Sectians i�clude, but are not neces�arily limitedto:
13 1. Division [l — 8idding Requiremcnts, Cantract Forms and Canditions af the Crmtract
I4 2. Di�visinn 1— Geaieral Rec�uirem.ez�ts
15 3. Sec�ian 3� 71 13 — Traffic Cnntrol
16 1.2 FR�CE AND PAIriVIENT PROCEDURES
1'1 A. Measunement and Payznent
18 1. Vi��rrl� assoeiated with ti�is Icen7 is cansidered subsidiar� to t.�ae various Items �id.
19 No separ�te payment will be �1���+ed fvr this Item.
2� l.3 EtEF�RENCES
� 1 A. Reference Standards
22 I. R�f'erence standards cited in this speci�xcatinn refe� Co the current reference standard
23 published at th� time of the Iatesi revision date logged at the end af this
24 spe�ificatian, uniess a date is specifically cited.
25 2. Texas Maraual vn Llnifarm Txa��c Contral Devices (T�C_]'TCl7},
�b 1.4 AllMIN�STRATIVE RE'rQUIREME]VTS
27
2$
29
34
31
3�
33
34
35
36
A. Traffic Control
i . �'seneral
a. �ontractar shall minimi�e lane closures and impact ta vehicularlpedestrian
txafft�.
b. When t�affic cantrol plaxis are included iu th� Drawixxg�, p.rovide Traffic
Gontral in accordance with Drawir�gs and Sectian 34 '1I 13.
c. Whe� tx�'ic cQntrol plans are not i�acladed in the I?rawiugs, prepare �ra�''i�
control plans in accardance with Section 34 71. l3 and subrnit to City for
reviet�v.
1) Allow minimum 10 working days far re�iew a£proposed Traf�ic Confral.
CITY OF F�TtT WpRTI-I
STAPCflA&D CON5TTtLJCTfOlY SPECIFICAT'TON DOCUhr1EdVTS
Re�ised ARanch z2, 2021
cr.�.ax �nRx �o�.c� t+�z��r
CITY P1;03ECTNQ. I06995
ai ss �� - z
3�`REBT LISE PERMlx A1VI7 M� i51FICATTONS TO TRAFE'IC CdNTROL
Paga � af 3
1
�
3
4
5
6
2) A traf�� contsol °`Typical" publish�d b�+ City of�art 17Vorth, the Texas
Manu�l unified Traf£� Cantm[ Devices {T'MLITCp} nr Texas Depaz�kcnent
of Tra�ispartaiion ('I�cDO'I'] can be used as an alt��ative tv prapaxing a
prajectJsite specific traffic cantral plan ifthe ty�ical is applicable to the
specifc prajectJsxte.
B. 5tr�et Use Permit
7 I. PriQr ta installatian of Ti�af£ic Control, a City Street Use Permit is required.
S a. Tn abtain 5treet LTse P�trnit, submit Tz�aff'ic Cnn�ral Plans ta Cify
9 Txanspartation andPubli� �U47nrks D�partment.
10 1) �11nw a mYnimuln of 5 wc�rlcixrg da�s for perrnit review.
I 1 2� Contractor's x�spansibiIity tn coordinate revi�w of Tra�fic Contro� plans foi�
12 S�.reet Use Pesznit, sucJa tbat constzuctican is not delayed,
13 C. Madi�cation to Approv�d Traff"iG Control
14 1. Priar ta installation iraffic cnntrol:
15 a. Sul�mit re�ised traff�c c�ntrol p�aus to Czty I3epartment Transportativn and
ld Pt�blic Wvxks D�pa�trrzent.
17 1} Revis� Traffic ��ntral glans in acc4z•dance with S�tion 34'11 13,
18 2� Allaw minimum S working days far rec�+iery of r�rised Traffic Contral,
19 3) It is the Cnntractpr's respozzsibility ta �aordinate review of Traffi� Contrnl
24 plans for Street xTsc Pexrnit, such that construct�on is r�ot delayed.
� I J]. Removal oF Street Sign
z� 1. Tf it is detenex�.ined that a street sign must be rernaved far �anstruction, then c�n#act
23 City Trax�sportatian and 1'ubli� i�Vorks D�partm�nt, 5igns and Markings Divisxan to
2� remUva the aign.
2S
26
27
�$
29
30
31
3�
33
34
E. Temp�rary �ignage
1, In the casa of regvlatary signs, replace permanant sign �srith temporary sign r�neeting
re�uirem�nts of the iat�st edition afthe Texas Man�al ezn ZJnifarm Traf�"i� �onirtil
��V1G�5 ���TC��.
�. Install temprarary sign bef�re the removal af pez-u�.anent sign.
3. 'VVhen cnnst�uctian is e�mplete, to tt�e e�ctent that the perma�ent sign can be
x-eiristalled, cautact the City Transpartation and Pub�ic Wazks Depaxt.noenC, Signs
and Markiugs Di�ision, to reinstall the permanent $ign.
F. Trai�'-zc Control �tan.dards
1. Trai�ic Contrnl5tandards cax� be fa�uad an the City's website.
3 S 1.5 SUBMITTALS
35 A. �ubmit all required documentation ta City's Froject Representative.
crr�ar• ra��r ���cai��rH ci.�.aR �attr�xoxc�r��nv
STANDA1iD C(71�5'I'R[ TCTIC}N SPECIF�CATI�N I}bCUMENT$ CIZ'Y PR�7ECT iVO. 10099&
Revised Mar�h 22, ? 021
Di552G-3
STIZ�T LT9E PERIUIIT AI+ID MdDIFICATI07V5 Tn'�'CtAF'FIC GONTROL
Pa�e 3 t�f 3
1 l,6 ACTYON SUSIIZITT�LSf�N�QRMATTONAL SYiBNIITTAL� [NC]T [1�F]]]
2 i.� CLaSEQLTT SUBNIITTALS [Na'�� usEn�
3 1.$ MAINTEI�TANCE 117ATERiAL SLTBi�TTALS [N�T LT�EI�I
� i.9 Qu�,r� Assuu�v.vcE r�vor USEna
s i.10 17L+'L�YERY, sTa���, AND HANDLING [I�C�T USF._U]
� i.I1 FZELD [SITE] CONDITIaNS [NUT II�ED]
7 l..l� WARRANTY [NOT CISED]
8 PART Z- PRODCJCTS [�TQT LiSEI.I]
9 I'ART 3- E�C'LT'T�QN [NOT i�SED]
10
1]
EPill aF SECTIUN
Revisinn Log
IIATF h[AM�; SUMMAR�' �F CHA�ICiF
1.4.A. Addc:d langua�e to emphasixe minimi�ng af ian� �losures an� im�ac� to
traff c.
1.4,A.1,c Added langttage to allaw iar use ofp�iblished traf�i.c co�rtml "Typlcals" if
312�,r21021 M. (]u�cn appl�oahle ln �pecifieprojectlaite.
i.4.F. 1] Itemoved ref�r.r►ce tp Bu�sxsaw
E.S Adc�ed langvagc re;: sub�nittaf of parmii
1Z
CT'CY OF FdRT WdRTk1
STA.NL7A1tI] C�N$TRiICTiC]iAT SPECIFJGATION DbCT_TiVIBNTS
Revrised tafar�h 2i, 2021
cr��.A.�FaxxFORc� �uxrr
CITY PR�YECT N0. lU[}99fi
015713-1
S"I'�RM WA'T'�lt P13LLUTIf]�d PREVENTI�ld
Pag� 1 vf3
�
2
sECTYo�r ai s� Ys
STORM �TATER POLLUTT4N PREVENT`I�N
3 P�1RT 1 - GENERar.
4 1..1 Si7M11�itY
5
b
7
S
A. ��ction Includes�
1. Procedures for Storm Water P�llutian Prevendon Plans
S. Beviations from thi� Cit�+ �rfS�art Worth Standard Specificatinn
1. 1Vone-
� �;. R�lafed Spe�ification Secta�ns includ�, 6ut are nat Becessarily lunited to:
10 1. I]ivision q- Szdding Re�uiremezxts, Contract Fnrms and Conditians af tI1�
I 1 �Ontract
12 2. D�visia� 1- General Requirem�nts
13 3. �ectian 31 25 UO - Ernsian and Sediment Contra�
l�4
15
15
1�
18
19
2�
i.2 PRICE AND PAYMEl►I'I' PRDCE�?r]"RES
A. IVieastx�renient and Payment
1. Cvnstruction Activities resu[ting iu less t�ian 1 acre of disturhanc�
a. Warlc associated with this Itexr► is cansidered snbsidiary ta the various Tter�
bid, No separate payment wiil he allowed far this Iteria.
2. Canstru��n Ackivities resuit�ng in gxeater than 1 acre nF disturbance
a. Measu�em�nt and Payrr�ent ak�all be in aconxda.nce wit�a Section 31 25 00.
�.! 1.3 REFERENCES
22
23
�4
25
2b
27
�.8
2g
3D
3I.
3�
33
A. Al�larev�i atians and A�ronyms
1, N�tice af Intenr N�I
2. Natice of Termination:1�14T
3. ��rm �a.t.e�t Pallution Prevention Plaxx: SW�'��
4. T�xas CQmmission on Envira�azzaental Qualiry: T�EQ
5. Natice of Chang�: N�C
A. Reference Standards
1. Reference standaxds cited in tivs Specificati�on re#er to the cu.�rent refere:nce
�tgndard gu�lish�d at the time o� the latest revisirna date logged at the end of tius
S��ecification, u�►less � date ia specifically cit�d.
2. Integrated Sta�rm Management (iSV�TM} Technic�l Manual far Coz�stnicti�n
Cnntrnls
34 1.4 ADMII�XSTRATIVE RE�U�REMENTS
35 A. General
36 1. Cantractor is responszble fnr res�lution artd payment ofan�r fines issu�d assaciai�d
37 with ctjyx►pliauce ta �#am�.vcratex i'nll�tian Prevention Plan.
{:I f'Y C)K NCl1L'f 1�'D13TH CLEAR FOR1C FORC� MAIN
5'PANF3ARu C;()N S'I'3Zli CT'I�I+T SPEGZFTCA'PICSN DOCUM$N'C$ L'�'FY PR07ECT i+i0. f d099fi
RCV19Cd .Iil�]r 1, i011
01 57 13 - 2
5�t)RM ►�IrATEIt Pi3LLUTIdN PREVEtVTION
Page 2 af3
B. ConstruGtion Activities resulting in:
2
3
4
5
d
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
2.2
23
24
25
2f
27
�.8
29
30
31
32
33
34
35
3&
37
38
39
1. Less tha� 1 acre of d.isturbanca
a. Provide erosion and sedirnent eontral i�n accordance with Sectian 31 25 �4 a�a,d
Drawings.
2. ], ta less #�an 5 acres of distur.�l�ance
a. Texas Pvllutant Discluargs Eli�nination �ystem (T`PDES} General Construction
Perrnit is rec�uired
b. Camplete S WPP� in �ccoxdance �rith TCEQ requirements
1 j TCE¢ Srxcall �onstrEzctinn Sit� l�ivt�ce Requxred und� g�n�l pern�it
TxFt 1. 5�000
a] �ign andpost at job site
b] Przar ta Preconstr��tian Meetxng, send I copy to City De�sart�nent of
'�'r�ns�orfa�zon and Public Works, Enr+ironmental I]ivision., (817} 39�-
�ass.
2j Provide srosi�n atad sediu�aent control in accard�rn�e with;
a) S�ctian 3 f�5 QO
h) The T]rawin�
e� TXR15DU0U General Permit
d) SW�P�
e) TCEQ requirements
3. 5 acres armare aFDisturb�.nce
a. Texas Pollutant Disck�rge Eliminatian Syste� (TPDE�) Gcneral Consiauckion
�emlit is required
b. �omplete SWPP� in aecardance vvith TCEQ requ�rements
1) Prepare a T�EQ AT[7i form and submit ta TC�Q along with required fee
a� Sign and ]aoSL at jUh site
hj Send copy ta City Department Qf Transportati�n an�i Public �lVc�rks,
En�rirvnrnentaI Diviszan, (817] 39�-60$8.
2J TCEQ Nntice of Chang� required if ma�ing changes or updates fn NDI
3} Provide erosion and se�diment contml in acc�rda��ce with:
a} Sectian 31 25 d0
b) 'I'he Dra.wings
c} T�RI54��.0 General Pertnit
d) SWPPP
e) "CCEQ r�equiremetzts
�#} Once the project k�as iaeen �ompleted and aIl the closeouf requzrements �if
TCLQ ha�re been ��aet a T�EQ Notace af �'�rmznation can bc suhrnitt�d.
a� Send capy to City De�artir�ent a�'Tra�s�ortati�n and Puhlic Works,
Envzronmental Diwision, (817) 39��6�88.
4f1 1.5 SUBM�TTA1 fi
41
42
43
4�
45
46
�7
A. SWPPP
1. 5ubmit i�� accarclanc� with Se�tion U� �3 0�, c��epk as stated her�in.
a. Priur to the Precrnv�tractinn Tvleeting, sui�mit � draft c�py of S'V�PPP to t6.e City
as fallows:
1) I copy ta tla� City Pxoject Manager
a} City Pr9oj ect Manager will fflrward to #he �ity Depaz�trnent of
Txax�.sportatian az�d Public Works, Enviro�nmental Divzsion for re�iew
crr�r o� Fo�r woxrx
3TANAARZ7 C4NSTRi7C'TION SPEQFI�AT14N I74CUid'Igd�'S
rz���s�d ���y i , zn � t
CLl�Ai2 F+ClI3K FflRi'i? 141AiiV
[',iTY Pit�JSCT hF�]. ! 0094�
0157 13 - 3
STORi4I WAT�R P�LLTIT1pN PREVEdYTiOhi
Page 3 aF3
1 S. Madified S'C�iiPPP
2 �. �f the SWFPP is revised during crn�stn�ctian, resuhrnit rnodifie�. SWP�� to the City
3 in aGcordax�ce with Section O1 33 �0.
4 l.6 ACTI(]N SUB74iITTALSIINF�RMATI�IYAL SUBNII'1'TALS [NDT USEI]]
5 1.'7 CLOSEOUT S�JBMITTALS [NOT USED]
6 1.$ MAII�iT�11TANGE MA'I"ERIAL SiTSMITTALS [NaT USEII]
7 1.9 QiT.ALIT�' A.SSURANCE [NOT LTSEXi]
� 1.xa BEz�vEu�, �To�G�, .�.vU r��Lnv� I���r us�n7
9 1.1i FIELD [SITE] CONDTITONS rN0'I' iISED]
z a �.1 � W.ARR�NTY [NaT uSED]
I 1 �,ART 2- PRQDUCTS [NQT U�ED]
1� PART 3- E�ECUTIDN [NOT LiSEDj
I3
]�
END �F SECTId�
Revi�ian Log
�7,by�'� NAME SCIMI�ARY [�F i;F[A1�fG�.
l5
CITY pF F{]RT WORTH CLEAR FOIiIS F4EZCE MAIT�[
STANf7ARB CQNSTRCI.GTIOIV SP.ECIFICAT[O�1 DOGUMSNTS CITY P�07EC1'I+TQ. 140996
Re�ris ed Iuly l, 2Q.1 i
D15813-1
7�u5PORA�LI' �R07ECT SI�NAGE
Page 1 of 3
1
�
3 PART 1- GEI�ERAL
4 1.1 �UMMARY
SE�.'TID1V D15$13
TEMP�1tARY �R�,IE�'I' SIGNAGE
5 A. Se�tian Includes:
6 1. Temporary Froje�t 5ignage Requirements
7 B. �eviatiot�s frorx� this City ofFart Worth Standard Specificatian
8 1. None,
9 C. Related Speci�icatinn Sectians in.clude, but are nat necessarily limited to:
10 I. Di�ision Q— Biddiug Requirements, Cantract �'ornas a�ad Cnnditians of th� Contrac#
1 l 2. Di�+ision 1— General Requirezr�en�s
12 1.� FRICE A1VD PAYi4�IENT PRDCE1lL]RE�
13 A. Measu� em�nt and Papment
1� 1. Work asso�iated with this Ifem is c�nsidered sul�sidiary ta the variaus Itetns hid,
15 No separat� payrnen# wi111�e aJlawed for this r�tcm.
1� 1,3 �tEFER,ENCE� [NQT USED�
17 1..4 ADMTNISTRATIVE REQUIREMENTS [N4T iJ�Ei]]
1$ ].5 S1JBM�TTAIaS [N�T [lSED]
19 1.6 ACTIOi�C SiIBMITTALSlIl�iFDL�MATiQ1�IAL Si.]BMITTAL� �1ti1DT US1� D�
24 1.7 CLO�EDi7T SURMITTALS [�IOT USED]
�1 I.S MAxNTENANCE MATERIAL SLTBMITTAL,S [NOT USED]
�2 l,9 QUALri�' ASSURAIVCE ��VUT USED]
23 1.1U T]�LIV �RY, STURA.GE, �n �+rnLx1�G [NaT uSEn�
24 t.11 FYELD [STTE] CONDITIQN� [NaT US�A]
25 1.1� WARRANTY 4NOT USEll�
2G PART � - PRODUCTS
27 Z.]. DVVNER-FUR�SHED [nx� �W1�TER-SUPPLLEDPR�DU{:TS �N�T []5ED]
�8 Z.� E��JXFMENT, PRDDUCT TYPE�, A,NA 11'XATERL�iL,�
29 A. Design Criteria
30 1. Prov�de free standing Froject Designatian Sign in a�cardanee with City's Star3dard
31 D�taiis far�roject s�gns.
CITY fiF FQRT W�RTI1 CLSAR FORK FOEtCB MAB+t
$TAI�IDARIJ COIVSTRiICTTOI+T SPEL'TF!(:A1101+i UOCCJ�NT'� CITY PR(}IECTI+IQ. 10099fi
R�iSedluly 1,2{}ll
Q15813-2
CEMPORAftI' P1L01ECT S�ICrNA()E
Page 2 of 3�
1 B. Material�
2 1. Sign
3 a. C:onseructed of 3/4-inch fir plywnotl, grad� A-C �axte�ior) ax� l�etter
4 a.3 ACCESSDRIES [NUT USEl]j
5 2.4 SQURCE QLTALITY C41�ITROL [1VaT i3SED]
C� �l.�il l[a� DI:1 x�lll Y[�1►1
7 3, � IlVSTALLER� [NOT USED�
8 3.2 EXANIINATION [N�T USED]
9 3.3 PREPARATIQN IN�T USEI}]
f � 3.4 INSTALLATIUN
� 1 .A. General
12 1. Provi�ie verCica� installa�ion at exf.ents afpraject.
13 2. Relocat� sigti as ne�d.ed, upon x�equest of the City,
14 �. Maunting aptians
15 a, Skids
16 b. Pos�s
17 c. Barricade
l8 3.5 REPAYR 1 RE�T�RATION [N�T iT�ED]
19 3.6 RE-Il�SSTALLATI�N [NQT USED]
20 3.'7 FIELD [o�.] SYTE �U�LITY CONTRQL [NOT U�ED]
21 3.$ SYSTElVI STAR'].'UF [NU'f US�l�]
22 3.9 AD�USTING [NaT i]�SEDJ
23 3.1� CLE�Nll�IG [NaT [TSED]
�4 3.11 CLi]SFQ�TT ACTYV�TiES jNDT LTSED�
�5 �.12 PR[lTr CTTCIN [NCIT XJSEZ3�
26 3.13 MA.INTENANCE
�7 A. General
28 1. Maintenan�e will inclucie painting and rep�airs as needed or directed by the City.
29 3.14 ATTACKNIENTB [NflT TJSED]
3 Q END OF SECTIOltiC
31
crr� a� �oxT wax�rx
STANDARI3 C�1�]STRI)C1'1��f SPEGIFICATFdN A4CUMENTS
Re�ised 7uly 1, 2011
CLL+ALZ Ft]l� IC FORC& 14tAIN
CITY Pit�1G[:T ND. 1UD99G
Ol 58 13 - 3
TEMPDRARY PI��dEGT SIG1+T�iCiE
Page 3 oF3
RBV1S]�Il �.0�
nd���: wn� SLIMMARY OF CHAN[;H.
c�•��Y aF �axT wa�rx c� �o� Foxcg �nmr
5'l'ANDARI] CQNSTRUCTiOId SPECIFICA'1'ION DOCLTMENI'S CITY PIL[)-ik;CT A IO, 10�996
Re�ised.iuly 1,2t�11
U1Gd0�-1
PItUI3UCT ILEQUIREMEIVTS
Page 1 of2
Y
2
3 PAItT 1- GENERAI,
4 1.1 S�1VIlI�AR.Y
5
�
7
8
9
10
ll
12 1.�
s�cTY���r oz �o oa
FRODiTCT REQ[3IREy1+iENTS
A Section Includes:
1. Referenc�s f� Prflduct Requiz�ments aud City Standard Products List
B. I]evzafitxns from this City of Fort Warth Standard 5pecification
1. ]+Tane.
C. Related 5peci�oation Sections include, but ar� ztat necessarily limi#ed tv:
I. Divisior� 0--Bidding Reqt�ix�zaaents, Contra�t Forms and Conditions oft�a� C:an#ract
�.. Division i �- General Require�ents
PI.tICE AND PA�1�uXENT �'R�CEDiTRES rN[OT USED�
13 1.3 RLFERENC�S [NUT [TSED]
1� X.4 ADMINISTRATZ� R�QLTIRCMENT�
15
15
1�
1s
19
20
21
22
23
�4
25
2b
27
�8
Zg
3� 1.5
A. .A list pf City approved pr�ducts far use is iocated an Bur�saw as follavvs:
1, Resourc�sl0� - Construction Documentsl�tandard Products List
S. Only praducts speci�ically included an City's Standard Prodnct i,ist in these Contract
Dacuxnent,5 shall be allawed for use on the Proj�ct_
1. Any subs�uently appravcd produ�ts will o�nly he allp+wed far use upan speci�ic
appro�a] by the �ity,
C. Azzy spe�ific praduct requixe�m�nts in the Contract l�ocum�nts supersede s[milar
products included on tb.e City's St�ndard I'roduc� List.
1. The Gity �reserves the rigkt to not allp�,r products to be used for certain prvjects e�en
khaugh the produ�t is listed on the Cit�'S �ta�[�7T� pTO�l1Gt ��5t.
D. Although a.specific praduct is �cluded an City's Standa�ed �nduct I,ist, not all
products from that manufacdzrer are appx��red far �se, including but not limited ta, tlsat
manufac�urer's standard pxnduct.
E. See Sectinz► U1 33 �4 far suhzzutta.l raqturements c�f Product Data included an �ity's
Sta�ndard Product List.
sr.�narr�r�s ��c�T usF,nl
3] 1.G ACTION SCJSNIITTALSI.[1�TFORMATI�IYAL SUSNIITTALS [NOT �CTSED]
32 1.7 CL[�SEUUT S�[TBMITTALS [N�T U�ED]
33 1.R MAIIVTENAN�E MATERIAL �CrS�IITTALS TNOT USED]
34 1,9 QUALITY ASSX]RAI�iCL [N�T T]SEb7
CITY OF F[7RT VJOI2TH CI.EAR FqRI� FORCE MA17+I
5'FA�'�BARI3 CaNSTR[,1CTIflN �RPECIFICATION DOCL7MENTi3 cl�rY �07�sC7" rrp, ioas96
Itevised Deeember 20, 201�
Ql �i� 40 - 2
PItaDE]CT RFsQi1IRf?M�'h1T5
Page 2 nfZ
1 1.14 DELIVERY, ST�RAGE, E1.ND �iAl�II�.T.fYl�l'G [1�C�T LISED]
2 I.l l F7ELD rSXTE� C�NTIIT'IDNS [NQT USED]
3 1.12 WARRANTY [NaT U�ED�
4 k'AR.T � - PRUDi7CTS [N�T USED]
PART 3 - E�FCUTION [NCIT YT�EiI]
END �F SECTIUN
7
Rcvisicau Log
DA�TL �fAM� SLTMMARY QN' CHANGE
I QI�2,'12 Il. ]ohnsun M�dified Laoatio� of City's Standard Produaf Lis[
C17'Y Q F FOR'i WCIR i'�-i �L.�AR FORK FORCE MAILV
STANDARA CONSTRUCCION SFECIFICATI�AF DC]CLTMEN'�'S CITY PRQ.IECT IV�. ] L1094fi
E'�ised December 2D, 201�
Ql fi6 90 - 1
PILnDUCT S'�4RAG� A1+�I] HAhIDL[1�IG RE�UI�tEMENTS
Paga 1 of4
1
2
SECTI�N U166 OD
PR�DUCT STDRAGE AND HA.NI]L11�TG RE(�UIREMENTS
3 PART I - GEI�RAL
� i,i �un�n�,R�
5
6
7
$
9
10
ii
1�
13
14
15
ld 1..�
A. sQctian InGludes:
1. Scheduling ofprnduct d�livery
�, �ackaging af praducts for delivery
3. Protectian of products against darr�age from:
a, Harzdling
b. Expasure ta elem.ents or harsh envimnments
B. Devia�ions fi� t�is City af�'oxt Warth St�nndard Specifcation
1. Nan�.
C. Related Specification Sections include, but are nat neGessar�ly lixzzited ta;
1. Divisi�n 0— Bidding RequiremenCs, Cox�tr�ct �arms and Canditians af t�ae Cantract
�. Divisian 1— General Requireznet�ts
PRICE AND F�YMENT FR�CEDURES
17 A. Measurement and Payment
18 l, Work a�snciat�d tavith this Item is c�rsidered subsidiary tc� the variaus Items bid.
I9 No sep8irate pa�men# wiil be aliowed Fnr this itern.
20 1.3 REFER.ENCFS [N4T USED]
21 L4 ADMIN�STRATI� REQUIREMLNTS [N�DT USED�
22 1.5 S[rBMITTALS [N(lT Usk:rl]]
23 1.5 ACTID]� �U�N�TTALSIIlVF�RMATXaNAL SiTS14IITTALS [NOT USED]
24 I.? CL��E011T �USI�[.ITTALS jNUT i7SED]
25 1.8 MA��TENANG� MATERSAL �CIBMTTTAX�S [N�"C' I7��D]
2� 1..9 QilALITY ASSCJRANCE [N4T USED]
27 1,14 DELIVER� AND HA1�I]LING
28
29
3�
31
32
33
A, De�.�ery Require,men#s
I. Schedule deliver�+ af praducts ar equipment as required ta allow tim�ly installativn
and ta avaid pralonged st�rage.
�. Pravide apprapriate pe�rsan�el and equipmenC ta recei�e deliveries.
3. Delit��ry truc,lcs wi�� nat he pesmitied to wait e�et�ded pesinds af time on the Site
f�r persaranel ar equiprnezat ta rec�ive the delivery.
CITY bF PdRT WURTf.i CI.EAXL FORK F[]RCE 1�L41N
5'LA�IL]ARI] C:flhISTRCICTTON SYEC:IFICATLOAI DOC:UivIFNT'S CT'i`Y PkOI&CT t+1Q, 1pp99b
kcvised duly 1, 2f11 i
0155Ufl-2
ARQ�UCT' 3T'OFL4C3E ANI} HAN[]LING REQUIREMk.N1'S
Pa�e 2 Q£4
1 4, Deliv�r pradu�ts or aquipm.ent in manuf'acturer's original uxzbr�oken cartons or ather
2 containers �esigned and canstruct�ed to protect the cantents from physical or
3 enviranmenta] damage,
4 5. G1earIy and fuXly zaa.ar.�C and xdentify �s fo manufacturer, ite�na, and installatian
5 lncatinn,
� �. Provide manuiacfiurer's inst�uctians for storage and handling.
7 B. Handling Requir�m.e�rts
1. Hantlle products au• equiprnenC in ac�orriance vc+ith these Cnntra�t D�cunr�ents and
�nanufacturer's r�cammsndativr,�s and instruetians.
14
I1
I2
C. 5t4rage Requirements
1. Store zx�atcrials in accQrdan�e with manu,facturer's recazn�endatio�s and
requirements �sf these Specificatia�xs.
13 2. Make necessazy p�avxsio�zs for safe st�arage of materials aud �quapm�nt,
1�4 a. ��ace l.oase sail maYerials and mater�ials to be inc�rparated inta Wark to pxeven.t
1S {iarnage t� any part of V►Tork nr exististg facilities aa.d ta r�aintain free ac�ess at
16 all times to a11 �sarts of Wark and ta utility service company� inst�Ilations in
17 �icinity afVltork.
i8
i9
2�
21
22
23
24
2S
�G
27
28
3. ICeep rnaterials and equipm�nt ne�tly and r.ompactly �knred in locatians that ��ill
cause nriinimum inconv�ence ta other contractors, pu6lic trar�el, adjoining awne�rs,
tenants atzd occupants.
a. Arxangc starage t� �xrvvide easy access for inspection.
4. Restricl starage tv ar�as available o�n canstruction site far s�orage �.f material and
equipment as sha�+n on Drawings, or appr4�e�1 hy City's P�a,ject R.ept�es�n#ative.
S. Pr4vide af� site storage and p�fltecCi�n whezS on-�ite siora�� is not adequate.
a. Provide addresa�s of and access to off sitc storage locations f�r inspectioti by
City's Fro�ect R�presentat�v�.
b. I]o not use lawns, grass pl�ts or other private �rop�rty fox stor�.�e �n�rpases without
wnitteza permissian of owner or ather perst�n zn pvssessian or cantrol of �mises,
29 ?, Stoi�e in manufacturers' unopez�ed c�ntainers.
34 8. N�aily, sa�'el� and compactly stack materials d�livered a�qd stoi�ed a1Qt�g Iiva� of
31 W�rk to avo�d xn�con�en�ence and damage to �sroperty owx�ers and general public
32 and msintai:r� at ieast 3 f�et �Zazz� �ire hydranl.
33 9. Keep public and private driveways and street crossings open.
3� I4. Repaiz� or replace damaged lawns, sidewa�Ics, streets ar other improv�ments to
3� sa�isfactian o�' Citp's P��oj ect Representative.
36 a. Tofal leaig#]1. which materials may be distributed along rnu�e n f construcdan at
37 anc tirne is 1,Q�Q linear �eet, unless athexwise �ppr�veci in writing by Ciiy's
38
Project Representati�re.
CITY (]F FdRT WOR"l'H CLF�e4,R FDRK F�R�E MATAI
5'!'AhII3ARD CD1+I5TR[]G1'fOIV $PE(;1FiCATlU1+! pOCL11�QEATTS CTi'Y PRfl]ECTNfl, IQD996
Rsvis�d 7uly l, 2011
ai �� �a - 3
PRODI7CT STQRAGE r'�ND HANDLINCr REQU�ItEA�NTS
1'age 3 aF�
1 1.� ]. F�EL,D jSITE] C(]1�II3xT'�ONS [NUT USED]
2 1.1� WA.RI�NTY [N�T USFD]
3 PART 2- PRQlI[T�TS [1�IQT IISED]
� P�RT 3 - EXECU'Z'ZQN
S
6
7
8
9
14
I1
3.1 INSTALLERS [ND'X' XTSFII]
3,2 E�Al1+IINATXQN [N�T �FSED]
3.3 �REFARATI�N [1MIOT I�SED]
3.4 EREC'TT�N [NOT II�ED]
3.5 REPAiR 1 RESTQRATIDN 1N�T [jSED]
3.5 RE-llVSTALLATION �lYOT i�SED]
3.'7 F�ELD [Qa] SITE �i7At,Y7'it COIVTROL
12 A. Tests and Inspectta�ns
13 ]. Inspe�t al1 products ar equ'rprnent deliye:rred ta th� site priar ta unl.vading.
1� 8. Non-Con�vrming 37Vark
15 1, ltejeet all pxaducts or equipmcnt that are damageri, tzsed or in a�ay ath�r way
16 unsatisfar�tory for us� vn the pr�j e�t,
17 3.8 ��'�TE� STARTC�P [��7` C7SED]
18 3.9 ADJ[J�TING jNUT U�ED�
19 3.14 CLEANI.NG [N�T IISED]
2Q 3.11 CL�SE�iIT ACTx'4�TIES �N(]T USED]
21
2�.
�
�4
25
26
27
28
��
�o
3.LZ PRQTECTIOPT
A. Frotect all products nr equipment in �ccordance with nuanufacturer's written dim.c#ians.
B. 5tore �roducts ar equipment in locataon ta �void p�iysi�al darnage tn items while in
starage.
C. Pr�tect equiprnent from exposure to elements and keep tharoug}al.y dry if rec�uire� by
the manufachirer.
3.1� MAl1VTE1�A�TCE [N4T [TSE�]]
3.],�4 ATT�CHiMENTB [1wTaT CTSED]
E�vn aF sECTTonr
C1TY OF FORT W�I2TH
ST,9,NDARD C01V5TRilCTI�I�! �PEC:LKICATION DOCLTMENTS
R.Evssed July l, 2� 11
CI.��4Et FQRIC FORC,E MA�+1
CITY' PR07�CT hia. 1009$6
Ol G8 fl0 - 4
PR�DfICT $TORAGE A,N7] HA1�17LI3�G RE�UIREMEIVTS
Page 4 n£ 4
Re�ision I.n�
I]AT'F iVAIuiE SC.rIVLl�I1LRY OF Cf�4NGE
CITY DF FORT WOATI3 CLEARFORICFpRCE MAIN
5TA1�IiARD G�iVSTRLICTIQ[V SPECIFI�ATION DOCUA+ISiV'1'S CIT'Y PRq.1B�'[' NO, 100�95
Revised Iuly l, 2011
0174a0-1
]VIO�xL.I7,p,7"Ibl+i A�IA lt�?�1�tZ1BLLTZATIQh1
Page 1 of4
� sEeTxo�v o� �ra oa
2 MOBILi�ATIflN AN� R�MCl$XLIZATI4N
3 PAR�' X - GENERAT,
4 �.1 ��.TMMARY
A. S�ction Includes:
6 1. Mohiiization and Den�o�ilizatian
7 a, Mot�xlization
8 ]) Transportation of Contractar's persanael, equ.ipment, and operati�g supplies
9 tn the Sit�
ID 2} Establishmen# vf necessary g�neral facilities far the Contractor's nperatian
lI
12
I3
I4
15
16
17
18
19
20
21
22
�3
2�
�
c.
at the Site
3) Pr�miums �aid for p�z-£arm�ce and payxt�ent hands
4} Transportation of C�ntractt�r's personn�l, aquipment, and opezating suppli�s
to anot�et lacatianwithin the designated SiEe
5} Relocation of neces�azy general facilities for the Carrtractar's operatian
from l locatinn ta �nc�ther lo�ation on t�ie �ite.
Demabiliaation
1) Transpartation afCantractor's personnel, equiprnent, and aperating supplies
away froxin the Site includir�g disasse�rnbly
2) Site Ci�an-up
�j Remaval of all �uildings audlnr otk�er facili�i�s assembied at the Sit� far this
Contract
Mobilization and Derno�ilizatian da nat includ� activities for �pec.��c items af
work t1�at �re fo� yvhich payment is provided elsewhere iz� the cantract.
25 �, Rerraabilization
26 �. Remvbilization faz Suspension Qf Wark specifically required in the Caniract
27 Docvment�g ox as required 6y City includes:
a8 1] Demabilization
29 a) Tra�gortatzon o£ Cvntra�tar's p�rsaz�ua.e.�, equipment, and opexati�
30 suppli�s froin the Site including dis�ssemhly or tempararily se�uring
31 equipment, �upp�ies, and othcr facilities as designated hy tl�e Gantract
32 Docurnents necessaty ta suspend the Work.
33 tr} Sit� �lean,-up as designatcd in the ConYxact Documents
34 2) Reuxvbili�ation
35 a] Transportation af �antractox's persannel, equiprnent, and vperating
�6 supplies ta t�e �ite necessary to resume the Wark.
37 b) Establishrnent of necessary genez-al facilities for the Con#xactar's
38 a�eratian at thc Site necessary ta resume th� �Nark.
�9 3) No 1'ayrnents will be rr�de for:
4a a) Mabalization and Demobilixatinn from ane la�ation to anather on t�ae
ql �ite i� the normal pmgress nf perfarming the V�i7ork.
42 b) S�and-by or idle ti�e
�3 c} Last prnfits
44 3. Mobilizations and Demabilizatian far Mi�cellaneous Pmjects
45 a. Mabi.l��atian and Dezr�obilizatian
CITY Ui� F'OiR'f W[71Z"1 T-1 CLTsAR RDRL{ FDRCE MAIN
STA3dD11RD C�NSI'RUCTIOlY SP}3C:IFICA'IZOAEDOC[JMBNT'S CITY PR�,IECTI�IQ. 1Ufi99G
Revised Riavember 3�, �a1G
al7Qfl4-2
AdOElLI2.ATLQN ANf] Rk.il+fOB1L[ZATTOI�i
�age 2 of �4
1 1) Mob'rli�ation sha1l consist af tlie acti�ities and cast �n a Wark Order �asis
2 ne�e,�sary fc�r:
3 a} I'ranspoLtatian of Contraetor's personnel, equipment, and operating
4 suppIies ta the Site for the issued Vitork �rd�r.
5 b) Establishment ofr�eaessa.ry general �acilities fax the �antractar's
6 aperati4n ai the Szte for the issued �Ti�nrk Oxder
7 �} Demobilization sl�all con�ist af t�� acti�vities and cost necessary for:
8 a) Trausportation of Contractor's persontr�l, equtprn�n� and �peara.tiwg
9 supplies �na the Site including disassembly for each issued VVork
� 0 Order
11 h} Site Clean�up far each issued Wark Drder
I2 �) k�ern�val nfa11 buildings ar othex #'acilitaes asse�bled at th�e 5ite far
I3 each Wnrk �der
14 b. Mobilization and Demobili�aCivn da ncrt includ.e �ctivities far speci�e i�e�ns of
15 work for which paymetat is provided el�ewhere in Che contraet.
16
17
l8
19
2�
21
��
�3
4, Enaergency Mobilizations and Demabilization �or 1Vl�seellan�ou�s Projects
a. A Mobilization for Miscellaneaus Prajec:ts when directed �ay tlie City and the
mabili�atian occurs within 2� hours of the issuan�e af the Vi7ork Qrd�r.
B. Deviations �rarn this City afFort Worth Standard Specificatian
1, T�Tot�e.
C. Related Specificatios� Sections include, but are not necessarily limited to;
�. DlVi510Y1 O— B1�CTI#lg R0C�u1C@.tYlAil�� Contract Forms and Conditions af the Contract
2. Division 1 —General I�equire�ents
24 1.2 PRiCE A1vD PAYME1riT PROC�DURES
25 �. Measuxernent ar�d Payment �C"onsull Giry I�epartment,IDivisi��. for direct�cm on if
25 Mobilization pay item to �e included or the item sha�ald be subsidiary. Include the
27 �pprapriate Sectian 1.� A. 1.]
28 1. MO�J11zZatT,QI7. 2�� A��G3�11�17��10I1
i� a. �P'd51[i�
36 1j This Item is c[�nsidered su�sidiary io the varioras Items hid.
31 �. Payment
32 1} The work pe�oz-med ar�d �aterials furnished in accardanc� witb this Item
33 ar� subsidiary to Che various Iterns bid and no vt�er uampensation will be
3�l allawe�,
35
36
37
3.8
39
4U
41
42
43
44
45
46
2. Rexnobilization for suspension of Wnrk as spocificaliy x�equixed in the Contract
Dacuments
a. Measuxenaent
1� Measurerrtent far this Ttem shall i�� pe1• eac� remabilizatinn perf'anmPcl.
b. Payment
1) T�e work performed and materials fizt�nished in accaxdance �vith'this Item
an.d nneasuz�ci as prowided under "Measureu`�ent" °will be pazd �ox at the u�ni.t
pxice per each "Specif�ed Remabiliaatavn" iu accordance w�itii Contra�t
Dacuments.
c. The price shali ir�clnde;
1� Demobili;��tion as de5�ribed in Section 1.1.A.2_a.l�
2) Rezxzobilization as descri}�ed in Sectian 1.1.A.2.a.2)
crr� vF �axr wn�rx
$TAAfb,4�,1] C;ONS"I'RE1C:7'IpN SPECIFI�ITION DOCLIMI�IVZ'S
Revi�cd Navem6er L"2., 7 f] E C
CLEAR F�12K FORCE MA�1
CI7'YPR07ECTiY4, [p�996
ai�oaa-�
I1dOBII.[LATIOhI ANA �3£�QBII.I�AT2OI+1
Pa�e 3 of4
1
2
3
4
5
b
7
8
9
10
11
12
13
1�
15
16
I7
18
1g
2�
21
zz
Z3
2�
2�
26
27
2$
29
3�
31
32
33
3�#
3S
35
37
3S
3
�.
d. IVo payments v�till be made for standby, idle time, or Iast prafits a�ociated t.�is
Xt�m.
Rexnobiliaai�a�n £or susp�nsion nf �ork as required by City
a. Measuremer�t and Payrn�zit
1� This shall be submitted as a Cantract Claim in a�cordance with Ar�icle 10
af Section a� 72 �D.
2) Na paymen�s will be made for standby, idle ti�ne, or last prafits associated
with fhis Item.
MabiIizatians and Demo�ilizations for MisceLlaneous Frt�jeets
a. Ilileasurement
1} Measur�ment fpr this I#�m sFaall �e for each y1+Iabilization an�
Demabilixat�an re�ua�ed by th� Contra�t Dacuments
h. Payment
1j Tke Work performed arid rnaterials fu.rnished it� accoxdan�e urith t�iis I#enn
and me�sured as pravic�ed under "Measurement" vsri[1 be p�.i.d for at the unif
pric� per each "�Torl� �rdex Mobilizaticm" in acoordance �ith Contract
T]a�uments, Demobilizatian shail be considered subsidiary to mo�izliza.tion
and shall twt b� paid %r separately.
c. The pricc sh�ll include_
].) ll�obi�ization as desaribed i.n SecCion 1.1.A.3.a.1)
2} I]emobilizahan as de�cribed in Sectio�u 1,1.A.3.a,2}
d. No p�yanents will he made for standby, idle time, oz lost profits assvciated thzs
Item.
5. Em�rgency Mobilizat�� �ci Deamal�ili�aatians fox Miscellaneous Projects
a. Measuremcnt
1) 1vleasurement f�r this Item shall be fflr ea�h Mobilzzation and
Dernohzlization required by the Cantract �ocurnents
b. PayYnent
1) 'T°ha Wt�r�C p�rfonned and materials £�unished in accoxdaz�ce with this Itern
and xnea�ured as �rovided under "Measuxem�nt" wi11 !�� �aid far at the unit
price per each "�arlc Drder Emergency� M�hili�ation" in a�c�rdance with
Cantract Docu�na.ent5, Demol�ilizatian shall be �nsidei�ed subsidiary to
mab��izatian and �h�ll not 1�e paid far separately.
c. The price sh�11 include
1) 1vI�bilizatioB as d�ribed in Section 1.1.A.�.a}
2) De�riobi�i�a�an as d�sc�ribed xn Se�ction 1.1.A.3.a.2}
d. No pay��nts w�ll be made for standby, idle tir,x�e, ar losl pm�ts assaciated tbi�
Item.
39 1.3 REF�RENCES [N�T U8EI1]
4p 1.4 �nrni�v�sTRATIVE RE�inREMENTS [NnT uSEn�
41 :1.5 SXTBN�TT�S [NQT uS�EDI
42 1.5 [NF�RMATI�NAL SLFBMITTALS [NaT []SED]
�3 I.7 CL�S�UXTT' �UB�4QTTALS [1�I�T [1SED]
44 L8 MAINTENANCE MA'I`ER[AL SUSMITTA.LS jNDT iTSEI]]
CTTY OF FaRT WOIZ'�H GLEAR FORK Fd&C� MAII+i
5T'A.MI7ARD CpNSTRLlCTI�N �PEC;IFICA"�'IQN DOLCJMENI'S CTTY YRD3�CTN0. 1dU9�6
Revised Na� emher 22, 7A36
E}l 70 4D -R
M�BILLZATIDM ANi7 ItEMOBlLI7 4TION
Pa�c 4 ai4
1 1.9 QIIALiT"Y ASSi�'RANCE [i1r�T L]SEII�
� 1.10 DELIVERir, ST4RAGE, .AND RANDLIl►FC jNf1T USED]
3 i.11 FTELo [��TF'.] CdNDYTIONS [NQT USED]
4 X.�� �7�7ARRANTY [�TDT USEA]
5 PART Z- P1�UDUCTS [NOT USED]
f PART 3- E�ECiI'1'�DlMi �N�T i1SED]
7
8
END C]k' SECTL(]N
Revisian Lag
L}A'l'� [�TAMR SUNIl�+IARY ��' CI3AI�GE
I 1/22J15 Michael �wen 1.2 Price and Payti�ent Pro�edtu'�s - Re�r[sed specification, including hlt�e text, ta
�caaf€e.speci[icalian fiexihle frrr either �t�bsidiary ar �aid bid iteni far lulobilization.
9
CI7"Y f]F FORT Wf]1L'i H CLEAR FOR� F4RCE MAIl�(
$'1'ANp/iILp CClI�IST�iCJGTI�AI SPHC[FIlCA1TON D�C[fMBNTS CI1'Y PRpdECT Nd, i40996
Revised Nnvemher �2, 2E] 16
aiaixs-i
C�NSTiL[FCTI4I+i STAE�ING ANA SU[LVL'Y
Fage 1 af S
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2
s�cTTa�r ot �� ��
CQNSTRiTC..TION STAi�TNG AND SURVEY
3 PELRT 1 - GENERAL
►i E�� : :
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A. Section In�cludes:
1. R�quirements #or cansttu�tion staking and canstruction survey
B. pevxa�ions &nrn this City of k'ort Worth St.andard SpeciiYcatio�a
1. None.
9 C, Related Specification Sectaons in�lude, but are nnt necessarily limited to:
10 7. Divisi.vn Q— Bidding Requirements, Cnniract �orms and Conditions of the Contra�t
1] 2, Divi sinn 1— General Itequix�menks
12 I.� PR.ICE AND P�YMEIYT PRQCEDIT�S
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A. 1V��asu�ement and Pa}fiment
1. Canstructian Staking
a. Measux3ers�ent
1) Measurement far this Ttem shall l�e hy l�rnp sum.
b. Fayment
1} The work performed �nd the materials furnished in ac�ardance vsrath khis
It�m shall be pa�d fo.r d.t t}�e lump sum price bid far "Cansixuatian Stakin.g".
2} Payment �az� "Co�stE,��tivn �taking" shall be made an parkial payments
px�xat�d by wark �ox�pleted �ompare�i ta tatal r�ork inc�uded in t�e lump
sum item.
c. Thc price bid shaIl incluc�e, but not be limited t� t�ie following:
1} Verificat�on of control data provided by City.
2} Placeanent, maintezaazxce and repiacernent af required stakes as►d markings
in the �ield.
3) Prepa�ratiaza and su}�nvttal af canstruction staking docuxnentatia� iu� the
�4ill1 Df "cut shee#s" using the City's stanclard templ�ate,
�. �UII5i1'11Ct1flSI �Z]lVB}�
a. ll�easu��ement
1] T�11 S It�i111S C�151�BT0� 5L11751�I� fD LI7� VA�'L�liS It�S �?ICi.
b, Payment
1) Th� work perfarmed azzd tke ma�erials £urniahed izi acc�xdauce with this
Item are subsidiary tv the variaus Items bid a�ac� no otlaex compensataon will be
allc�wed.
3. As-Buiit Survey
a. Measur�mcnt
1� Measuare.xrx�ut far this Item shall be by lwnp sum,
b. Paymen.t
1) The work perfoxnaed aad the materials fixrnished 'va ar�ordance with this
Ttem slaall be paid far at the lump sum price bid %r "As-Huilt Su�rve�'.
G,f' 7'Y �F F�RT WOR'�`H
STAMI]ARJ] CpNSTE2.UCTIqN SPECII�ICATIQiY I]OGUMEAIT5
Retised �'eLruPry Xd, 2p1$
CLFi�R FpRI� FORCE hiAIN
crrr �r�or�cr �a. ion���
ai �a z� -a
COIVSTRiJCTIOi�I STA.KIi�TG AND SU12VE'Y
Page 2 aF8
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A. Defixzit}ans
10 1.3 REFERENCES
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I. C:ity of Fart Warth — Constru�tion Staking Standards (available on �ity'3 BlI7.Z5S'W
website) — O 1 71 23.1b.01_ Attachm�nt � Sur�ey Staking Standards
2. City of Fort 'W�ith - Standard �un+ey I�ata Coilect�' Lil�x�czy (fxI) files (avaiiable
an City's Suzzsaw website).
3. Texas 7lepartrnent of Transportatian �TxDdT') Surv�y Manual, latest re�+isian
4. Texas Spciety o£�'xa£essiaztal Land Starveyazs ['TSPS), Manu�I af Pxactice fvx Lannd
�urv��+ing in th� State of Texas, Cat�gary 5
34 1.d AD1N�hTFSTRATIVE REQCI�"REMENTS
35 A. The Cnnt�raetar's s�ee�ian af a sY�r�eyor mnst camply with Teg�s Gavern�eant
36 Cade 225�1(qualificatians hased Selectinn) f�r this prujee�.
37 1.5 SU�M�l."fAIS
38 A. �ubmittals, ifrequired, s�all be in accordance with Sectian 01 33 Q0.
39 B. All subrnittals sha11 be rec�ived and reviewed by the City pa-iar ta delivery �f wnrk.
40 1.G ACTIUN SiISNIITT�-ILSIiNFURMA'�'xUNA�L SL�NIITTAI �
�Fl A, Fieid Quality Contral S�ahmittals
1.
�.
2) Fayment far "C�nstruction Staking" sh�ll lae made in partial payznents
prorated by work campleted carr�pared t�s tatal vtrork includ�d in #he lurrxp surt�
item.
c. The p�i�e bxd sb�all .im�lude, but not h� Iirniied to the followzug:;
1} FicId measuremeni� and survey shot,� ta ic3entify location of completed
facilities.
2} Dact�mentat��n and su�mittal af as built survey dat� onta cc,ntractar redline
plans and digital surve� files.
C�nst�uction Su�vev - Tlae suzy�y m.easuremen�s made prior ta o�r while
ca�stxuctzon ie in prQgress ta cnntral e�evatian, b�o�ri�o.ntal. positian, dimeusians and
cor�tguraraan of structuresfirnpm�emer�ts ir�cluded itY �he Proje�t Drav�ings.
As�built Sur�v —The measucements rr�ade afiter i�he c�nstraetian of the
impravernent %atures are cpmplete to prnvide pasi�ion coordin�tes far the feafures
of a prc��ect.
3. Cvxkstructivn Stakin� � The plac�m�nnt af stakes �nd markings tn �ra�rid� offsets
and �lewakions ta cut and fill ir� �rder ta lo�ate nn the grnutld the desi�ned
structur�slimproverrxents ineludad ix� the Proje�t Drawings. Constt�ction sta.�ing
sh.all iriclude stialring easements andlor right af way i��undicated on the plans_
4. S7,�rv---e� "Field Che�ks" — Measurezraents made after construnt�on staking is
�aznpleted and }�ef'rsre canstructia�ri �arl� begins to ensure that stiuctures marked nn
ihe graund ara accu�-ately located per Project Drawin�s.
B. Technical R�fer�nces
CITY �FFORT WC3RTIf
STANDARI3 CpN51'11UC;1'1L]IV SPECIFICAIT{]N DpCLIMENTB
7�evised �'ahruarx ld, ZU18
CLEAR FbRi� F�RCS MA�F
GITYPROJECTNQ, 1Op996
017123-3
CAN�TRUCTiOAI STAKINC AND BZIRVEY
Page 3 .af 8
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I:. Dacum�ntation verifyjng accuz�c�y of �.eld engineering work, in.cludizag caordinate
con�ersinns if plans do not indicate grid ar ground cootdinates.
2. Submit "Cut-Sk�eeFs" c�nforiming to the standard �e�np]ate pro�ided by th� City
�refer to 41 71 23. Y 4.Q 1— Attaei�ment A— Su�ey S taking Sta�daxds},
1.7 CT�OSEOYTT SITSNIITTALS
C�
B. As-built R�clline Drawing Submitkal
7 1. �ubmif As-Built Survey R�dline T7rawings dacuax�enting the T.ocationslelevatians af
8 co�struct�d isnproVeme�ts aigr�..ed and sealed t�y Registezed Praf�ssianal Land
9 Survey�or (RPLS) r�spansihle fCsr tlie wark (refer to � 1 7Z 23.16.01— Attachment A
lU — �uxvey Staking 5tand�rds) -
11 2. Gan�actor skall submit ihe propased a�-built and completed redline drawing
1� subrnittal on.e (1} weelc priox to schedulzcag the pnoject fir�al in�peotion far City
13 review �nd comment, Revisians, if necessa�y, shall be mada ta the as--built z�dlin�
1� drav�rings and ,resub�x►itted to the Gity prior ta scbeduling the constru�tion final
1 S inspeciian.
16 1.$ MAINTENAN�E MATER�AL SUI3MITT�,S [��T USED]
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1.9 QUALxTY ASSUR�iNCE
A. �onstruction Stakiiag
1. Const�tzciion staking wi� be per£ormed �iy ihe Cnntractor.
20 2. Caordinati.on
21 a Canta�t Ciry°s Project Repr�senta�:i�e at least ane weelc in advan�e notifying
2� the City ofwh�n Constru�tia� Stakir�g is s�heduled.
23 b. It is the Contractar's respv�tsibility i� Coordina�te staking such tliat
24 �nsfxuetion ack�viti�es are �ot del�yed o�r ne�;ati�ely im�acted.
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3. General
a. Ccmtractor is resparesible for preserving and rnaintaining stakes. If City
suzveyors are required ta re-stalce £or any' reasan� the Contraciar will �e
responsibXe £ox �osts to perfama stalzing. If in the opinion of the City, a
suffiicielrt number Qf stal�es ax �narkings have b�en last, destroyed dasiurbed or
nmitted that the c�ntra�ted �or� cannot take place then th� Contractar wi11 be
re�uired to stake or r�sta�e Ehe deficient areas.
B. Canstructian Survey
1, Constructian Survey will be per�az�aed by t}�e Cvntractor.
2. Coaxdizaatann
�. Coritractor ta verify that harizontal and �crtical contml data esta�lished in the
desigu survey and required far consfructiox� s�uv�y i� aysilable and in �lace.
37 3. Ge�eral
3S a. Ganstr�cii�n survey will be perEarmed in arder ta construek the wc�rk shown
3g vn the Construc�ion Drat�ings an�d specified inthe ��ontract llvauments.
�Q b. Far canstr�ci�on tqcthods a�her than open cut, tlae C�nt�ctar shall per��rm
41 construc�ian survey and veri�y cou�t�ol data including, i�ut nat ]irnited to, the
42 falla�vin�:
�3 1) Verification t�xat �stahlished benehmarks and can�tnl are accurate.
C1T�' OF FORT WCl&'I'fi CLEAR FflRIC F�RCE NI111N
5Tf4�iI]ARD CQNSTA[]C1T�I+E SFEQFICATIQIVI7QC[{MBNTS CTFY PRp7�CTtvp� 10U49fi
lieyised Fehruary Ld, xfl18
fl17123-4
CbNBTRiiGTTpN STAICING ANI] SU12V'EY
Pagcs h of 8
1 �] Use of Henchmarks ta fizrnish and maintain all reference lines �nd grades
2 tor tunneling.
3 3} Use of line and �ades tv establish the location af the pipe.
� 4} Subxn�it to th� Ci�ty copi�s of field notesused to estab.Iish aIl lzttes az�d
S grades, if requested, and allow tk�e City t� chec�C guidance system setup pr�ar
b tn k�egi�uuug eac�a tunneling drive.
7 5) Pro�ide access fnr the City, if requested, to veri£� tl�e g�udauce systern an�i
8 the line and grade of the carrier pipe.
9 6j Tlae Canta-actar remains fully respc�nsibl� for the accuracy of th� wark and
1 � correctian of it, as required.
11 7} ll�anitar line and grade continuausly during canstructaan.
12 8) Recnrd deviati�n with respeet to d�s��n line �tzd grade once at each pipe
13 3oint and suhmit daily recnrds ia the City,
14 9} If tMe installati�n doe� not m��t tk�e specified talerance� {as c�utlzned in
15 Sec:tians 33 QS 23 andlor 33 45 24j, immediately not�fy the City and correet
16 the installatian in accordance with thc C:antract Dr�cuments.
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�. As-Bui1t St�vey
1. Required ,A.s-�nilt Survey vvill be pexforrried �y the Ccuitractor,
2. Coardinstion
a� Contractor is t� eooxdinate with City to cnnfirxn �rhich features require as-
huilt sur�veying.
b, Ii is the Contr�ctor's xesppnsibility to c.�axdina�e t�e as-buili surve�+ and
requir�d rr�easurennents fox items that are lo �e buried such ihat constructior�
activities are uot d�layezl ar n�gatir�ely irnpact�d.
c. Fpr sewer mains and water znains 12" and und�r in diarnetcr, it is �iceptable
ta physically rn�asure depth and mz�rk the lo�ation duzing the pro�ress af
c�nst�uctian and tal€e as�huilf survey a�ter thc facility has been bu37ed. 'The
�antractar is respansihle far t,�e quality c�ntrol needed to ensura accuracy.
3. General
a. The Camtractar shaIl pxovide as-buait survey including the alevativn and
lo�atian {and pra�ide writ�en documentation to the City) af c�nstructian
f�atures during the progress of the canstruction including the follawir�g:
I) V�ater Lines
a} Top of pipe elavations and caordinafe� far vratexlines at the �'allav�ag
l�catzans:
��
3]
(�) �zr�iarAux� evezy 250 lin.ea� feet, in�luding
{2) Hor�out�al and verticai paints �s£ in�lection, curvature,
etc,
�3} Fire line tee
(4} P�ugs, stub-auts, dead-end lines
(5] Casing pipe (each end) a�d all. buried �t#aings
Sanitary �ewer
a) Tap of pip� elewations and caardinat� for foece rnains and siphon
sanitary sewer lines (not�-gravity facilities) at the fnlL�wing lnt�tians:
{],} Mzz��.num every 25Q lin�ar feet and �ny buried �ittings
(2} Hori�ontal and Yertical poit�t� c�f iz�lectiask, curvature,
etc.
Stormw�ter —Nat Applica�le
CITY CSF F�pRT'�h►ORTH
�XqT�r�ARD CUNSTRUGTION SP�CIF1['.A'1`IOlV BUCLTI�ENTS
Rcvised Fchruary i4, za18
CLEAR �OTLK FORCS MAII�l
CIT'Y PRO]EGT HD, [ �0996
01717.3-5
G�1`I3TRUCTlaN STAKIirTCr A�.VA SCIRyEY
Page 5 oF$
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25 1.i0 UELNERY, ST�RAGE, Al►ID FIA.I�TA�NG [1V0'� US�D]
2d l.l l FIELD [SITE] C(lND]i'�'1.{)NS [NQT U�ED]
27 I.IZ �VARRANT'S�
28 PAR.'�' 2 - k�QTI[TCTS
29 A. A c�n�tnxction survey will produce, but will not 6e limited #.o;
3a ].. Recovery of relevax�.# cautrol p�ints, points of cur�ature and paints of iniersecti�n.
31 2. Fstablish temparary horizont�l and vertical control elevations �benoh�narksj
32 suffxciently pe�manent and lacated in a manner to be used thr�ugtnout �onstruction.
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b. Tlae �on�actor s�ail provide as-bualt survey including the eleva�ian an.d
locafaon �and prca�ide wriiten dncunicntatian ta th� City} Qf canstn.tction
fieatures ��ter #he cpnst�uetion is �o�anpleteci includin� the follr��ring:
1) Manholes
a) Rizn a�a.d flowline elevatinns and coo�rdinates for eac� xnanhole
�} Water Lines
a) Cathadie pratection test statians
b) Sampling sta#inns
c) Meter boxesl�aults �A11 sizes�
d) �ire hydrauts
ej Valves (gate, butkerfly, et�.}
f� Air Release �alves (Manhdle rim an.d �e�t pipe)
g] Blow affvalves [M�►shole rim an,d val�� lid)
h) Pressure plane valve�
i) C_rndexground V��lts
(1� Ri_m and flowline elevations and cvarduiates far e�cf�
Undergiround Vault.
3j Sax�itary Sewer
a} Cleanouts
(I.) Rim and flo�vline elevatiox�s and coordina#.es f�r each
b} Mauholes and Junctian Struct�ares
{1) Rim and flowline eIevations an� caordinat�s far eack�
ynanhale and junctian �Cruciura.
�) Stormwater—Na� A�licable
The lacation ofplanned facilities, easezn.ex�ts �d impzovements.
a, Establishing final line and grade �takes for piers, �loors, grad� �eams, parking
areas, utilitie�, streets, highwa�s, tun�iels, and other conatruction.
b. A recard vf re�+isions or carrect�ans noted in at� �rderly manner far refexence.
o. A dravcring, when requ�ired by the clienf, indicating the horixnntal and vertical
locaticsn of facilities, easernents and i�.upra�e�nents, as built.
Cut s�aeets shall �e pro�vided to the �ity ixsspector and Survey Sup.er�ntendent for a�l
constrt�ctiaz� staking prajects. Thesa cut sheets shall be an the staxi�ard city templabe
which canhe abfain�d firom the Surv�y 5uperirttendent (SI7-392-79�5}.
Digital survcy files in fhe follawing formats shallbe acceptable:
a, AutoCAti �.dwg}
h. ESRI Shap�le {.shp)
C�TY OF FdRT WOR"f7-[
STAN�3A,kU CONSTHCICTFOI+I 5PECIFICATIC�N DOC[JMEIYTS
REvised Fe6ku�Cy 14a 2D18
CLEr1R FQRI� FOiLCS 1►�IATN
CI'i'Y p1tQ3�CT1�iO. 1�7�996
fl17123-fi
COiVSTRUCT101V 5TAKIRT(3 AN� SURVEY
Page fi vf S
3
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c. C5V �le �.csv}, f��matted vait� X and Y r.�ardinaies in separate columns (use
standard terr�plates, if availablc)
6. �u�vey files shal l includ.a �+ertical and horizonta[ data �ied to nriginal pmject
cont�r�l axid bez�chr�arks, and s}�all include feature descriptions
PA,RT 3 - EXECiJTIaAT
3.1 IlYSTALLER�
A. Tnlerances:
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1. 'Th� skalced location of azxy impravement or facility should be as accurate as
practical and nec�ssary, Th� degree of precision rectuired is dependent on many
#'acCors �11 oiwhich r3aust rezx�ain judgmea�tal, T�ie tolesa�nces lisied herea#�ez' are
based an generalities and, u.nder certain circumstan�es, shail yield ta speci.�c
reQuirements. The s►z�veyar sha11 �ss�ss a�y situatiou hy re�iew vf the o�eralJ. �alaus
and through consultatian �rith responsible parties as to the need f�r �pecific
tnleran�es.
a. �;artbwork: Gra�es f�r earthwork or r�augh cut should nat exceed 0.1 ft. vertical
tol�rance. Hvrizontal alignment far eazthwork and raug� cut shou�d not exceed
1.0 �. tolexance.
b. Horiwr�tal alignzneni az� a structure xk�all be within .O.lf� tolerance.
c. Pavin� or con�reie for streets, curbs, gutters, Parking areas, drives, alle�s and
walkway� shall be located wit�ia the confit�es af the site bo�nd�ries and,
o�casinna.11y, alang a bauzidary or any at�er rest�ictive line. Away frnrn any
restrictit�e lina, these facilities should be stakeci �vith ara accuxacy pxoducing no
more thar► Q.DSft. tolera.n�e �rvxn their s�ecifiad �acatians.
d. Under�raund at�d averhead uti�it�es, such as sewers, gas, water, telephozze and
electriic lines, s�all he l�c�ted horiznntally �vithin their prescribed areas or
easements. Within assigned areas, these utiliti�s shfluld be s�aked with an
accuracy �roducing no more than 0.1 ft talerance frarr� a specified location,
e., The a�cura�y required for t�e verGi�a� Ia�atian of utilities varies w�idel3�. Many
undergraund utilities require only a minizx�uzn cav�ar an�i a talerance of �.1 ft.
shauld be �au.aintained, Un.derground and a�erhead utilities on planned profile,
hut n�t depenc�g on gra�►ity fla�v for per�ormance, s.hould nat exceed �.1 �t.
tol�rance.
33 E, Surveyin� instrurn�nts sball be kept in close adjustznenk acearding to manufaetuxer's
34 specifications nr in compli�nce to standards. 'ik�e �ity x�eserves the �7ght to raquest a
35 calzbration report at any time and recammends r�gular maintenauce s��cdule be
3b perForme�l hy � c�rtified t�chnician e�ery 6�o�ths.
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1. Field zneasuxe�men.ts af azxgles and distances shall he dnne in.such £ashion as tfl
satisfy fhe cIasures ar�d talerances expressed in Part 3. l.A.
2. Verticai location� shall be established f.rom � pre-estahlish.ed henchmark and
cJaecked by clnsing to a daf�'crcnt beneh m�rk an #he same datum.
3, Co�struction survey fiel�l w�rk shall car�es�and tv the cliex�,t's plans, Jzregula�rities
or canflic�s f�und shall be reportad pramp�y ta the City,
4, Re�csions, c�zrectiflns and ather pertinent data shall be laggeci for future ref�r�e.
CITY DF FDAT WC3RTTi CLEAR FCjRIC FORCE NtARV
STANDARD CDNSTRi]C:r[UN SPEQFICATLON D�CU11+�iVTS CYTY PR�]P,C"�' 1�i0. 1�099G
Reriaed Fehruary ld, 24i8
Ul 71 23 - 7
CONSTR�C:'i'I4N STAKiN[�,AN� S�(IRVEY
Page 7 a f 8
I 3.� EXANIII�iATI�N [l�i4T USED]
2 3.3 PREPARATIaN [N�T U�EI]J
3 3.4 APPLICATIUI�I
4 3.5 REPAIR I RCSTQRATIOI�1
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3.1.D CLEANING [N4T USED]
�.11 CLOSEOUT ACTIV�T�ES [NDT USED�
3.1Z PR�TECTION �N�T iJ��D]
3.�3 1V,�AIlII�ENANCE [NdT i75ED]
3,14 ATTAC�IlI�IVTS [NUT USED]
1S 3.7 .C�IELD �o�e] SITE Q�CJ.ALI'1'i' CUNTRUL
1 d A. It is tk�e Cnntractor's resp�nsihil�ty ta maintain all stakes and canirol data placed by the
l 7 City in �ccardance with this S�ecificaiian. This incT�des e�ement� and right af way, i�
18 nvted dn the plans.
19 B. Da not chan�e or relocate stakes or coz�txol data.withdut approval frr�m the City.
20 3.8 �Y�77�M STA,�.'�'UP
21 A. �urvey Checks
2� 1. The �ily reserves the right ta perform a Sarvey Check at aany time �eemed
z3 necessary.
24 2. C�ecks by City persoz�aael or 3`� party contracted survey�r are not intended to
�5 reli�ve the aontractor of hislher responsabi�iiy for accuracy.
zs
2� s.$ �Ju�rY�r� �rraT USEna
Z8
29
30
31
32
33
�
A. If the Canirac:tar'� work damages ar deatrays ane or rr�ore of the coniral
monumentslpoints set by the City, the mnaurnents shall b� adec�uately r��renced for
e�pedient xesCaration..
1. Natify City if auy cuntrol data needs to be restar�d or replaced due to da�nage
eaused during coaxstcuction nperatians.
a. C�ntractor shall �crfarrr► replace�nents ancilox restarati��s.
b. The City may requr_re at any t�tne a survey "Field C}�eck" af any xnonutrsent nr
benchmarks that are set b�e ver�ffed by the City surveyors be�ore further
associated work ca� nao�� lUrw�ard.
R�-IN�TALLATIDN �1aT USE�.]]
�ND UF SEG'I'IUN
Revisian Log
CTCY OF FORT TsVC}RTfi
�TANDARD CaNSTR[]C"i'iOIY Sl'N:CIFICATI(dND(]CCiMEN'i'S
Revi�ed Tehrus►ry ld, 2p18
CLEAR F�HI� PORCE Mt�LIY+I
GITY PRa7E�TN�b. 10�99G
017123-$
GOIVSSRUCTIf�N STAKINC� AND SLFR�Y
Page 8 vf S
DA,`� NAME �[J��vIARY(}FC:E�ANGE
�131l2� I2 J]. Johnsau
Added ix�structiatt and rz�ddi��d ineasureua.ec�t � pay�t under I.2; added
S;'3112dI7 M. Clwen dei�nitivns and refarenees under 1,�; naoditied 1.6; added 1.7 closeout submittaL
requiz�tx�etrts; modified 1.9 quality Assuran�e; added PART 2— P�t�DUCT'S ;
Eidded 3.] Instal]ers; added 3.5 RepairlRestnration; and added 3,$ System Star�.up.
RcrnvWed "blu� tc�ct"; re�ised me�suremen� arfd p��me�t sectioms for Cnnstructinn
Staking �nd As-�uilE Siu�vey; addedreference to selectiora cornpliance wiih TGC
2J1 dl2i]1H M t)t��cn 2�5�; revisetl action �nd Closeant submittal r�xn,irFments; added acceptable depth
measurement criteria; revised lisi af if�ms re�uiring as-6uilt survc:y "rluring" and
"afier" consiruction; snd revised aeccptable digital s�uvey Iile 1'orniat
C1TY OF FaRT G�Cil�'('H CLN.�L� FUTi]C �URCT ti1A]AI
STAiV17ARD C701y5T'RC/CTlC]N SPSCTFIC:A�T�IV DCICLiIviENTS C17'i' E'It�U7ECTNa. 1fla996
Revieed FehrQary 14, 2018
�
5e�tion �1 71 �3.�1-- Att�ch�ment A
S u rvey St� ki r� g Sta n d a rd s
February �D�7
pn�um entl
Page 1 �f �2
T�ese procedures are intendad to pravide a standard method for �anstruction staking services
assaciated with the City af Fort Worth prajeets. These are not t�o be considered all inclusi�e, l�ut anly as
a general guideline, Forpraj�ds on ?'XD��rrght-nf-uroy dr #f�rough joini T�lI3�Tparticipptlon,
adherence to tfae T1(QtlTSurvey Mantrnlshcr116e fo�lowed and i�a discrepancy arises, the TXDOT
mr�nualshall prevrril: �http:�►IQniir�emanuals.txdot.�ovjtxclatmanualsless]ess.�df)
lf you ha�e a uniq�� circumstance, please cansult with the praject �rnanager, inspector, or sur�ey
department at 817-392-7925.
Table of Contenfis
I. City af FortlNorth Cantact Information
IL Construc�iat� C�lors
fll. 5tandard S�aking Sup�lie�
IV, 5urvey Equipment, Contt'o!, �nd Datum 5tandal�d5
V. INaterStakin�
Vf. 5anftary Sew�r Staking
VII. 5tarm 5taking
vlll. Curband GuttErStaking
I]i. Cut Sheets
x. As-built Survey
Qoeumentl
Page 2 of 22
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111.
Surve De artment Cantact Infarrnatinn
Physical and mailing addr�ss:
8851 Camp Bav,rie West Boulevard
5uite 3�0
Fart l+�orth, 7exas 7Fx�fi
Office: �817) 392-7925
5urv�y 5uperintendent, direct line: {817} 392-8971
Canstr�ctian Calars
The fioflawing calars shall �e used f�r staking ar identifyingfeatures in the fie�d, Thi�
includ�s flagging, �aint vf Iatns/stakes, paint of hubs, and any identificati�n such as pin f[ags
If necessary.
Utiiiiy
PRQPDSED �}{CAVRTIDN
ALL ELECTRIC A�iD COI�DIIITS
PQTABL� WA7ER
GA50R DIL
7ELEPHONEfFfR�R OPTIC
SUFiVEY CflNTR�L P�IN1�S, BEN�HMARI{5,
PRDPERTY CORNERS, R1GFiT-OF-INAYS, AN❑
AL�. PAVING 1NCLU�ING CURB, 51DEWALIC, BUILDING CORhIERS
SANITARY SEWER
IRRIGA7IQN ANa RECLAIi1�ED 1NA7�f�
Standard Stakin 5u lies
Ca[ar
1NH ITE
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t
YFL��ti'�'
{)RAI�G�
Pf1�iK
Item Minirnum siie
LaihlSta ke 3�" tall
W�aden Huh (Z"xz" min. square preferred} 6" tall
pin Flags ��.5" x 3.5" preferred] 21" lang
Guard Stakes Not r�quired
�K or Mag nails 1" long
Irgn Rods �1f2" ❑r greater diamet�r} 1,$" long
5urvey Marking Paint Water-based
F�agging 1" wide
Marking Whis�ers (f�athersj f" lon�
Taeks �for marking hubsj 3/�" long
bocumentl
Page 3 af 22
IV. Surwey Equipment, CohtrQf, and ❑a#�an� Standards
A. City �enchmarks
All city benchrt�arks can be faund here: httq:llfortworthtexas.�ovlitsolution�GiS1
Lookfar'Zonir�g Maps'. llncfer `Layers', expand `E3asemap Layers'r and che�kon
'Benchmarks'.
B. Con►►entional nr Rohatic Tatal 5t�ti�r! Equiprn�nt
I. A rninimum of a 1.� arc-secand ir�strurnent is required.
II. A capy of the latest �al i6ratian report may be requeste d by the City at any tirne.
It is recammended that an instrurnent be cali�ra.ted hy certified technician at
lea5t 1 occurrence every 6 manths.
C. N�twnricfV.R.S, and static GPS Equipment
I. It is critical that the surveyor verify the carrect hari�ontal and vertical datum
priar cammen�ing wnrk. A site calibrativn may be required and shall �onsist af
at fcast 4 cantrai po9nt� spaced evenly apart and in varying quadrants.
Additianal #ield checics of �he horiann�a� an�i v�rtiCal aceura�ies shall F�e
campieted and k�re City may ask far a capy of the caii6ratian repart at any time.
II. NetwoYk GP5 5uch as the Western �ata 5ystems vr' SmartNet systerns m�y be
used farstaking of prnperty�R.�.W, forced-main water lines, and rough-grad�
anly. No �PS stakin�far eanerete, sanitarysewer, stnrm drain, final grade, �r
anything that needs vertical �radin� with a t�ler�n�e of 0.�5' or ]ess is
allawed.
a. contror Paints 5et
I. All c�ntra! paints set shall be accampanied by a lathr v�ith the appropriat�
��arthing, Easting, and Elevation {if applic�bl�J afthe point set. Gontrol points
can be set rebar, `k' in concrete, or any other a�propriate iCem with a stahle
base and of a semi-permanent nature. A rebar cap is optinn��, but pr�ferr�d iF
the cap is marked'control point' ar similar wording.
II. Datasheets are required f4t all �dntrol pqints set.
Da�a�he�t should include:
A. HarizantaE and Ve�ieal �atum used, �xample: IV.A.a.8�, North Ce�ntra� �one
4�02� fVAVD 88 �levations
B, Grid or graund distance. —lf ground, pravidc scale factar used and base
�oint caardinate, �xampl�: C.S.F.�=a.9991�5, �ase �oint=fVorth: 0, East=�
C. Geaid model used, Example: GEQIp1�A
oocumen�tl
Page 4 qf 22
E. �Pr�ferred 6rid 4�atum
A1th�ugh many pl�n se�s can fae in surface coordinates, t�e City's preferred grld d�tUrn
'r5 listed F�elaw. Careful cansiderati�n must b� taken fio verify what datum each project is
in priar to loeginning work. It is essential the surveyor be familiar with coardinate
tran5forrnatians and hvw a gridlsurface�assumed coQrdin�te system affect a prajecfi.
Proiected Ca�rdinate
5ystem: NAd_�,9$3 StatePlane Texa�S_IVarth_Central_FIPS_4202�Feet
Prc�jectian: Larnbert_Conformal_Conic
False_�asti ng: 19685�O,dii00000fl
False_hf or#hing: 555�.665,�6665657
Central Meridian: -9$.5a000000
5tandard Parallel 1; 32.�3333333
5tandard Parallel 2: 33.956f��567
Latitude_Df Origin: 31.66666667
[,inear Unit: Foat US
Gea�raphic Caordinate System: GCS_Narth�American_1983
Datum� fl North American 1983
Prime Meridian: Greenwicf�
Arsgu.tar Llni�: Qegree
aie: Regardl�ss raf what da'tu�m �ac� partituf ar pra3e�t is in, deliv�rablss ta the City
must he car��vertedltransfated ir�ta #his �ar�ferred grid datum. 1 capy of tl�e deli�erab�e
should b� in the pr�ject �at�m �whatever it rnay be� and 1�opy shou�d kr� in the NAf]�3,
T�i North Central 4202 ior+e. See Freferred File �J�rrr�lnc� Converrtt�n below
F. Preferred C]eiiverable Forma�
.txi .csv .dwg .job
G. Preferred Data Format
P,N,E,z, a, fV
Point Numher, Northing, Easting, Elevation, Description, �Eotes �if applieablej
H, Preferred Fiie IVaming Convention
�his isthe preferreci forrnat: City Prnject hlurnber�C]escriptian��atum,csv
Exam le far a ra�ect that has surface caor�inates which must be translated;
File 1: C1234 As-built of V+later on Main 5treet Grid fVAi�83 T7tSP 42�2.�sv
Fil� �: C1234 As-buil� af Water an Allain Street_Project 5pecific �atum.�sv
oacumenti
Page 5 of 2z
Exam le Contro� 5t�k�s
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oorumentl.
Page 6 af 2�
V. liUater Stakin� Standards
A. Centerline S�aking — 5traight Rtne Tangent�
I. [�ffset lath�stakes every �UD' an eUen stations
II. Painted blue lath�stake oniy� no hub is required
I II. Grade is to tap of p�p� �TJPj for 12° di�meter pi�es ar smalf�r
1V. Grade to fiow line {�jL] far 15" and larger diameter pipes
V. Grade shauld be 3.50' below the prvpos�d top af �uri� lin�e for �0" and smaller
diameter pipes
Vl. Grade �hnuld be 4.00' be�nw the prapased tap o'f curb i�ne far 12" and larger
diamet�r pipes
VII, �ut Sheets are requ[red �r� �II staking and a capy can be receiued frflm the
survey superintendent
dptivnal; Actua� stdkes shall cnnsist v, f d��D r�ai� ar h�rb set wrth a whisker
6. Centeriine Staking - Curves
L If arc length is greater than 100', Pa� {Polnt af Curuat�r�J offset sta6ces shnuld
be set at a 25' interval
II. 5ame grading guidelines as ahvve
fll. Staking of radiu5 points ofgreaterthan 100' may be vmitted
C. Water Meter Boxes
I. 7,0' perpendicular offset is preferred ta the c�nt�r of the box
II. Center of the meter shauld be 3,0' b�hind the praposed face of curb
111. Met�r shoul.d be staked a minimum af4.5' awayfrom the edge of a driveway
N. �rade is ta tap of bax and shauld he �0.06' �igherthan the �rapo5ed top ai
�urb unless shown atherwise on the plans
D. Fire Hydrants
I. ��nter of Hydrant shauld be 3.0' b.ehind pr�p�s�d face af curb
II. 5urvey affs�t stake $hould be 7.d frorn th� cQnter and perpendicular to the curb
line or water main
I! I. Grade af hydrants should be +0.3� higher than the adjacent top af curk�
E, Vlla�er Val►►es � Vaults
I, offsets should be perpendieular ta the pro�osed water main
II, R{M grades should vnly be provided if on plans
Do�urn eretl
PBge 7 qf 2�
Exampl� 1Nat�r 5takes
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17oeumentl
Page 8 of 22
Ill. 5anitary 5ewrer 5taking
A. Centerline 5takin� — 5traight Lin� T�ng�nts
I. Inverts shall be field verifi�d a�d c�mpared againstt�e }alans before staking
!1. Painted green lath�stak� wITH huh and tack or marker dot, no flagging required
I II. 1 offset stake between manholes if manhofes are 40�' �r less apart
IV, Offset stakes shauld he loc�ted at even dis��r�c�s and perpendicul2�r to th�
V.
Vl.
111 I.
11� 11.
c.enterline
Grades will be per �lan and the date ofthe plans used should b� nated
If multi}�le lines are at one manhofe, eaeh [ine 5hall ha►�e a c�tjfill and direction
noted
5takes at ever� grade break
�ut sheets are required an all staking
Qptinnaf, A,ct�dl siakes s�a�! consist of a 60� Rcril ot' hub set wrtf� cr whisker
B. CenterlineStaking—Curves
I. I# arc IengCh is greaterthan ].04', P�C (Point of Curvature} offset stakes should
be set at a 25' interval
EI. 5taking af radius paints of greater than 1d0' may be omitt�d
C. Sanitary Sewer Manh4les
1. 2 offset stakes per rnanMale far the p�rp�se of praviding alignmer�t to the
contractor
{l. Flawline grade shauld be on the lath�stake for ea�h flaw[ine and direc#ion noted
{IL RIM grad� should ❑niy be on the stake wheri pravided in the plans
Aocurnenti
page 9 of 22
Fxample 5ani#ary Sewer 5takes
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Page 10 af22
VIl. Storm Sewer & Inlet 5�akin
A. Centerline 5taking — Str�ig#t� Line Tangen'ts
I, 1 affset stake euery Z00' an ever� stations
il. Grades ar� toflawline ofi pi�e unless atherwise shown an plans
I II. 5takes at every grade brealc
IV. Cut sheets are req�ired on all $tak�ng
❑,pt'iana�; Attt�al 5takes s�all consist af a fi�� ndil ar hub set with a whisker
B. Centerline5taking—Curves
I. If are length is greater t�an 1��', POC (Point af Curvaturej offse# stakes sh�uld
be set at a�5' inter�al
I1. 5taking of radius ppints of greater than 10U' may be amitt�d
C. 5torm Orain lnlets
l. Staking di5tances shouEd be m�a$ured frarn end ofwing
II. 5tandarc{ 1a' In1et= ��,0�'total length
IlI� FZ�C�55�� lO' I r�iet = 20.OQ' t�tal length
1V, 5tandard d�ubl� �.�' inlet= 2.6.67' tatallengCh
U, Recessed daubl� 1a' infet= 30.67'tatal length
D, 5tprm arain Manhnles
2 ofPset stakes per manhale farthe purpose of providing alignment to the
cantractor
fl. Flvwline gradQ should he an the lathjstake far each fl�wline and direc#ian not�d
Ill. RIM grade st�ould anly 6e an the stake when pravided in the plans
Dpcumentl
Page 11 nf 22
Example Storrn lnlet 5takes
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�a� aF PA+���Er�T
&�ClC bF Ci1RB_ ^ _
FL[314UiVE
EAGE Cf Rt14E�iEIVT
aBCIJ fYl C Yl�:�
�age 1� of �2
Wt11. Curh and G�tter Staki
A. Centerline Staking -- Sfraight Line 7angents
V. 1 offset stake every 5D' on even statians
VI. Grades are ta top of curb unless atherwise shown nn plans
VI I. 5take� at every grade break
Vill. Cut sheets are required an all staking
Optinr�al: Actr�a! stakes shal! cansist o�a 60D r�ai! or hub set wi#h a whfsker
B. Centerline 5#aking — Gurves
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Exarnple C�arh & Gut�er Stakes
F��NT
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FR��IT
(��nE ��c��� �)
ff ar� lengt� is greater thar� 1QQ'. POC (Point 4f Curvatur�} ofFset stakes 5hnuld
be set at a 25' intervai
5ta king of radius poinYS af gr�ater than 1{3�' tnay be ornitted
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o�cumentl
Page 13 of ��
0
Example Curh & Gutter 5take� a� Intersec#ion
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Page 14 af 2�
�x. e�� sn��ts
A. Date ❑f field work
B. Staking Metho� �GP5, total station}
C. Praject Name
Q. Ci�y Project f��amber (Fxample: C��.234)
E. Lacation �Address, cross streets, GP5 coordina#ej
F. 5urveycampany narnc
G. Crew chief narne
H. A blank template can be ob#ained fram the survey supertn#endent �se� �fem i a�or+e)
Standard CitV Cu.t 5heet
❑ate:
0 T�7AL
Staking Methad: ❑ GP� STATIDPI
LOGA7I�N;
Gity Project
Numher:
Projecf I�ame:
I7 �THER
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SURVEY CR�W �NITIAl.S
ALL GRADES ARE 7� FL.0INLIN� aR i'dP �F CURB UNL�SS DTHERWISE NOTED.
PT # STATION OFFS�T R�SCRIPTIQN P�OP. STAKED _ GU7 + FfLL
-LTI�R7 GRk��E ELEV,
T}pcumentl
Page 15 Qf 22
�C. As-hu�lt 5ur�ey
A. Definiiifln and Purpos�
The purpose a� an as-6uilt survey is to verify the asset was installed in th.e pro�er lacatian
and grade. Furt�ermare, the information gathered will be used ta suppfementthe City's G15
data and must �e in the praper format when submitted. See t�ection IV.
AS-i�uilt sur►iey should inciude the fallawing {additional items may he requestedJ:
Il�anholes
Ta�r af pipe elevatiorrs every 250 feet
H�17ZQI1�pI C7fl(� V�!"ifCGII E7U1rIL'S Of f17�IBCtl0I1, c�rvature, etc. (A�l Fit#ing5}
Cathadrepro�ection teststations
Sampling statrans
rVleter boxesfuae�lis �AN siaes}
Fire fin�s
Fire hydrernfs
Ga�e valves [rrrn and top of r�utj
Pi1JCj5� StU�-OLItSr dead-end lines
Air fieledse va�ues (Manha�e rim ar�d ver�tpipe]
B1ow off valves (�I�lanhote rim and valve lid]
Pr�ssurepl�ne valves
Cleaning wyes
C1epn a�ts
Ccrsin� pipe �each end�
Inverts of pipes
Tur6a Meters
Dacu mentl
Page 16 of ��
B. Exarnple Deliverable
A hand written red line by the field surveyor is acceptab3e in rnast �ase�. This should be
a eapy af the �1ans with the pQi nt num6er nflted by each asset, If the asset is missing,
then the 5urueyor shauld write "iU�T ��UND"' ta natify t}�e City.
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Oacument3.
Page 19 of ��
❑fl�urnent].
Page 2a of Za
Obviously the .es� or .txt f.il� cannot be signedjsealed by a surveyor in Che farm�t
r�quested. 7his is just an �xample and all this information shoultl be noted when
dedivered t4 the City so it is clear t� what �oordinate systern the data is in.
roirar �u�,
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tiar�THi��c EASTING ��v
59A6257�1$9 ��9G079.165
59Af,26i].R93 2�9646Z.141
i94G307.399 2�9G03E,3Q5
69�6220_532 2�9Pi013.�25
694519.5.23 2796015.11.6
G44fi3.94.528 229G022.721
ssa��.as_ai2 2295992.115
G94fiq0�.2G7 2245919.133
69a5oa3.U5� ���5933,41&
6945984,677 22958$G.52
59�5585.473 2295869.892
6945835_077 2�95$6tl.4fi2
G94589G �91 223;HG2.li3B
69A5934.286 2�858�11.925
F445936.7?.7 z7.95R3[1.�1d1
G945B�5.678 2295799.7U7
6945817.488 22958�7,4J.1
&9451b9.77G 2Z95758.6�13
fi945768.563 2295778.424
s�as�aa.��s ax�s��s.3��
G945733.219 2295754.3ya
6945582.21 2Z95744,22
6945G21.4QZ Z2956G9.d71.
69�i56A3.A07 2295736.03
6945571.459 22g5�55.195
6945539.49$ 2�95667.803
644551�.83� 22�5619.�9
&9A5417.879 22�JS58U.2i
594545fi.557 229Sfi43.145
6945387.356 �295597.7,01
69�kS37�.688 22956U6.793
fi9453fL3.53 2295617.559
G9R5321.228 229b551�105
b94S319.365 2295539,728
6845242189 229i570.715
69�5233.fi34 �295544.fi26
6�J45206,d33 2275524,395
5y�5142,L11S z195557,656
6945113.4-05 �295520.335
6945p49,�2 �2955�7,3A5
s�sa��..az� za�sssi.s�s
6945d3R.A7R 2295557.td9
G9ds0�G.397 22955�8.135
64�4944•782 229S52G.635
69A�943.A31 Z2y�55b.474
�9A4850.qI6 2295534.347
a�ScRirTiaN
7�fi.ilJ SSMW RIM
725.658 GV RIM
726,8� GV RIM
723_358 $SMW RI1�1
]�.1�3 GV RI(Vl
722.3�5 Fii
719.dd8 WM RCM
71�.331 WPA RI}vl
713.fiS2 CO RIM
751.66Z SSMH REnA
71(].�1d5 Wl�li ftIM
707.7Z 1NNi RIM
70E3.2�� WM R�M
709.�67 WNi REM
7lp.ff81 CCl RINi
]d7.774 SSMft RIM
7�&•39� SSMh RIIN
71'1_Z18 SSMH RIM
�io.oas �v �inn
7�0,631 GV Rlh1
712_849 GV RIi41
716.686 LVIYI RIM
7�a.76 l'VN! RIM
719,73T C�RIM
�2�.514 SSMN FiIM
729,123 LVIVf RIM
732,fiS9 WNt RIM
74U.521 4VNi IIIM
735.451 CO R!M
74�a�7:eG GV RIPv1
7q6.97G GV RIM
�an.an� �M
74G.34 1VM R[M
746.777 CQ Rllvl
746.dSd �11M RIM
7+19.59 SSMii RIM
751.aS8 4ViN RIMI
75�.853 L4M RIM
751.871 �VM RIM
152,457 55MFI RIIVI
751.79 LUM RIM
757.R8 LVM RIM
752,G15 4Vklq RIM
752,8a�. �'dM RIM
J52.156 LUM RIM
7�2.985 SSMFI RIM
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Page 21 of 2�
C. �ther preferred as-bu41t deli�erabfe
Same vendors ha�e indicat�d that it is easierto deliuer this informatian in a different
farmat. 8elow is an example spreadsheet tha� is also acceptable an� car� be oE�tained by
request from the survey superifltendent.
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aa�ument�
Page z� of 22
[1174 7.3 - 1
Ci.F tLNZ1+IG
Page 1 af4
]
Z
3 P�RT 1- GENERar.
4 1.1 SIIII+IlI�A1tY
5
S
7
8
9
1(]
11
12
13
14 1.�
1.1� STORAGE, AND HANDLlNG
15 A. Measur�xnen.t and �aynaent
16 1. WorI� associated with this Item is cansidered subsidiax� ta tlze various Iteu�s hid,
17 l�To separate paynnent will be a�lawed for this Itcm.
1� 1.3 REFE�.EI�TCES [NOT iT�ED�
19 1.� AD1wIINISTRATIVE REQUIREMENTS
24
al
22
23
��
2� 1.S
SECTI�N 41 'id 2�3
CLEANING
A. Section T�acludes:
1. Inlerm�diate and firaal cleaning for Wark nat including special c�eaning of closed
s�rsterns specified elsewh�re
B. Deviations from tixi.s �xty �f�'o.rt Woz-t� Standaxd Speci�catzo�n
1. rrone.
C. Rel�ted Speeificatins� Sections includ�, l�ut are not necessarily limited to:
I. Divisi�n D— BYd�ting Requirements, Cantra�t Farms and Gonditions ofthe Contract
2, Division � —Gene�ra� �equixenaents
3. Se�tian 3�. 92 13 — Hydro-Mulc�ing, See,ding and Svdding
PRI�E AND PAYIVIEI�IT PRQCEDiT1tCS
A. Schedul.ing
1. �chedule cleaning aperatians so that dust and 4ther cc�ntaminants disturbed �y
c�eaning pm�ess ryill nqt fall on newly painted surfaces.
2. Schedule final cleaning uprna cUm.pletion of Wor�C axzd ina�aaediate�y priax ta final
inspection,
SL�BMITTALS [NOT USED]
26 1.6 ACTIUN SUBMITTALSIINF�RI4�IATIOI�TAL STT8IV�IITTALS [Nf)T IISEI]]
27 1.7 CLOS.ED�7T SUBNIITTALS [NDT USED]
28 X.S N�A��ITEN,ANCE MATF,R�AL ��➢,yIITTfLLS [�VQT LJ�ED]
29 7..g �XJALZTY AS�URANCF. [N�lT i]��ED]
3fl
31
32
33
A. Starage and Handling Requirements
1. Stoxe cleani�g pmducts and cleaning wastes in contaz�aers speci�Gally designe� £ar
thase matel7als.
CLTY 4F FORT WpRTH
STANDARJ] C4N8'iltUCfIDN SPEGIFZGAxIQM M]CUIl+4�t�TS
R�Y73�d .Il1Iy j � �Q 1 1
GLEAR FpRIf F4� AdA�!
CTTY PR07ECT N0. 14d99�i
�174�3-2
CL� PiNIi�TC"r
Paige 2 aF4
t i_�� F�Ln �srrE� can�nY�rr��vs C�c�T usEn�
2 1_12 WARRAIV�I"Y' ClV'OT �ISEI�]
3 PART 2 - PR�IIUCT�
4 �,i QWNER-FU�N�.SHEA [ax] QWiVER�UPpLIEDPROIli7CTS [NQ'I' �CTSET]]
5 2.2 MATEItIALS
6
7
8
9
I4
ii
I2
A. Cleaning Ag�ts
1. Compati}�Ie with surface being cleaned
2. New axYd tu�contamuisied
3. For tnanufactuxed surface�
a. 11�fater�al recot�rnendedhy nr}.ax�ufacturer
�.3 A���ssorrzr4 ��raT trs�l
�.4 SQLTRCE QiTALITY CQNTR�L [NOT [7SED]
I3 PART 3 � EXECTJTIfl11I
I4 3.I INSTAL�,ERS [ATOT USED]
15 3.2 EKAXVIINAT�QN [N�T C]SED]
1 G 3.3 PREPA.RATf DN jN[]T U�L{']3]
17 3.4 APPLICATI�N [l�UT U�ED]
18 �.S REPAIR 1 R,ESTQ�tA,TX�N [�l�T US�I]]
1� 3.5 RE�llV�STALLATI0IV [NOT IISED]
2a 3.7 FIELD [ox] SY'Y'E �TIALIT3� CUNTRUL [NUT L75ED]
2l 3.8 SYSTEM STARTi]P [NLl`I` USED]
22 3.9 AD�USTING [NUT USED]
23
2�
2S
26
27
Z8
29
30
31
32
�i ��I��t�I�Cl�
A. Genersl
1. Pre�ent accumulation ofwastes that cxeate hazardau� co�ditiQn�.
�.. Conduct cleazzing an�d dispvsal operations to comply �ith 1ar�s a,nd safery orders of
gc��eaning authorities.
3. Do not d'►spase af volatile wastes such as rninesal spirits, oil or paint #.�i►_iner in
storm or sanitary dra�i,x�,s vr sewera,
�4. Dispase of degi�d�ble debris at axk apgro�+ed s�Iid waste dispnsal �ite.
S. Disp�ase af nondegradable d�bris af an appz�ved svlid waste dis�posal site or in an
alternate manr�er appz�aved by �ity and regulatory age,ncies.
CIT1' �F I�OFi7" 4VQATH
5TA€dDAlib Cd3�I5TRlJCTI{7N SPECIFICATIDN DOCiIA+fENTS
Revised Juiy l, �Q11
CLEeA.R FbRC{ �L71ZC814iATN
CI'iY PRD7ECT NO. l p0996
b1 7423 • 3
CLFA.i�ITNG
Page3 of4
1
2
3
4
5
6
7
8
9
10
ll
12
13
14
is
1G
17
1$
19
2U
21
2�
23
�4
25
2G
�7
28
�9
34
31
�. Handle rnaterials in a�pntrolled maxwer vvith as few h�ndlings as possible,
7. Thaz�ughly clear�, sweep, wash and palis� alI VVork �d equipment associat� ►�vith
tbis praject.
S. Reznove �11 signs of temporary canstructian and acti�rities incidental to construction
af required permanenk War]�.
9. ��pz-oject is n�t cicaned to t13e satisfaoti�n af the City, the City �esen+es th� right to
have the cleaning campleted at the expense af the Contractar.
10. Bo not burn on-site.
H, Intex�mediate Cleaning during Conskructian
1. Keep Work ate� clean sa as not ta hinder health, s�,feky or canvenience of
p�s�nuel in existi_ng faril'zty operations.
2. At max.imum weekly inter�ats, dis�ose ofwaste rnaterials, debris a,nd rubbis�.
�, Canfine canstttiect;��n r1�1�r;:5 claily in. strategically located container(s}:
a. Co�+et' tt� prevent �lowin� hy wind
b. �tare debri� away frorn canstruction or apera�ional activities
c. �Isul firom site at a mini,mum taf ance per w�ek
�, �acuunn clean inte�ivr areas when ready to re�eive finish paanting,
a. Gvntinue �acuum cleaning on an as-needed basis, until �inal Ac�epta�nee,
�. Pri�r ta �torrxa events, thoroughly clean site af all loase ar unsecu�re� it�ms, which
may becc�me airbarne or transparted by flnwi�►g water during the storm.
C. Inkerio�r Fxn�al Clearxxng
1. Remove greas�, mastic, a�Ehasiwes, dust, diri, stains, fingerprin�s, labels and at�ter
foreign maferials from sight-expased surfaces.
2. Wipe all lighting fixture rc�lectors, l�nses, lamps and truns clean.
3, Wash and shine glaxing ax�d mirrors,
�. Polish glossy surfaces ta a clear stune.
�. Ventilating sy�tems
a. Clea� pexmauent filters and zeplac.e dispasal�le �xlters if u�nits were aperated
dilYlItg coxtstcvctian.
b. Clean duct�, blawex� and coi�� if units were aperated wit�� �1#�ers during
constructian.
32 6. Replace all bumed out l�mps.
33 7. Broann clearc process area flaars.
34 8. M�p of#i�e arsd cantrol roam floors.
3� �. Extetiar {Site or Right of Way) l�it�al Cleaning
36 1. Remave trash and debris tiontaine,rs finm site.
37 a. Re-�eed areas dasturbed by Iocati�n of trask� axkd de�azYs r.antair►ers in accardan,ce
38 with Sectian 3� �2 13.
39 2, �weep raadway fa zem�ove all rQcks, pieces of aspb.alt, caucset� or aa�y ot�er �bje�t
40 that rnay hinder or disrupt the flow of traff'ic alang th� roadway.
41 3. Clean any interior ac�c�s including, but nat limited tv, vault:�, ra�u�holes, structures,
42 3unction baxes ax►d inlets.
CLTY pF F�Ux�r W4RTH CLEAt� FORi� f�O�tC� MATA1
STAAIDARD CUIVSTRTJC7'IdN SP�C'1F1CA�'I�M ADCTJMBNTS GTTY PROlECTNO. I0099G
Revised daly 1, aU 11
1
2
3
4
S
6
7
8
4
I4
017��3-�
CI:EAL�fiJMG
Page 4 �f 4
�4. I�tao longer requir�d %r mainten�nnc� af eaasion f�.cilities, and upon appra�val by
City, rem.o�e era�ian contrnl fram site.
5. Clcan signs, lights, signals, etc.
3.z� cLnsEouT ACT�vrr�s �rro7r �.rsEnl
3.1.Z PR�TECTIaN [NOT iT�EU7
3.I3 MAINTENANC".E �1�TUT USED]
3.7a ATTAC�II4�NTS �1VOTi7SED�
END OF SECTIUI�T
I]ATE I NAME
Revisiar� Lag
S[JMMA1tY I�F C'HAN(�E
CTT'1' qF FDRT W�RTFI
STANI?ARI7 COh15TRUCTTON SPECIFICATsbN DOCi7M�1NTS
Rc�isad duly l, 241 l
[;�x r�UR�L PORCL ntAl�l
CI'[Y PRaJECTAIQ. 1fl0996
U17719-I
CLd5�OT.�T REQUIR£N[&NT3
Page 1 of3
1
2
3 PART�- GENERAL
� 1.1 SUMMARY
s�cTxvrr a� 7fi ��
CL�SLDUT REQUIREMENTS
5 A. Section Inaludes:
6 1_ The procedure %r closing out a contract
7 B, Det�iations fxam. this City of k'o�rt'l�oxth �ta�daxd Specif..tcataan
8 1. Nane.
9
10
11
12 1.2
C. Related �pe�ification �ections include, but ar� nat nece�ssarily limited ta:
1, I}ivisinn 4— Bid�Iing Requir�ments, Contract Forms and Cnnditions of the Cantract
2, Bi�iszon 1— General Requir�ments
FRICE AND PAYMEl1TT PRpCEDU�ES
� 3 t!, Measurem�nt and Payment
14 1. Work associated with this Ttexn is cansidered subsidiary to the variaus Iterns hid,
15 No s�parat� payment willl�e allawsd far this It�n,
lb 1.3 REFERENCES [NQT USED]
17 l.4 ADMiN�STR�T�VE REQi]IREMEI�[T�
18
19
2U
�1
22
23
2�
2.� 1.5
�6
A. Gu�rantees, Ronds and A�davits
1. No applicatian for final paym�nt wi�l be accepted �an.til aIi guarantees, bonds,
certifi�ates, licenses and a�Ffida�vits required £or Work or equipmsnt as s�ifiad are
safisfac#arily filed with the City.
B. Rel�„se nf Li�ns or Claims
1. I�ia application far final payment will be accepted unt'r1 satisfactory evidence of
r�Iease of liens has }�een s�l�mitted to the City.
SUT3MITTALS
A, Submit all requixed documentation tn City's Praject Representati�e.
CI'TY dF F�RT WORTH CL.�AR F�A1�F�1tC� MATN
STtLNDARD CON3TRi1CTIdN SPECIFICATION DDCUJ4fENT5 CITF PRD7ECT1tiTp. IO[KJ96
Revised 1vlarch 22, 2421
d1 77 !9 - 2
�LOSEpUT REQ[SIItEM�NT�
Page 2 Uf 3
� l.b IlYFORMATI�NAL 5[7SMITTALS [NUT USED�
� l.'� CLUSE�UT Si.1�M�TTAGS [l��T []SED]
3 PART 2- PR�DUCTS [NOT USEll�
4 P�T 3 - ��Ecu�iaN
5 3.7. IN�TALLERS [NUT USED]
6 3.2 EXAMINATI�Nf �1VaT LFSED]
7
8
3.3 PREPARATIUN [N�T USED]
3.4 CLDSEU7]T PRDCEDURE
9 A. Prior ta r�quesEing Final Inspection, subrnit;
1 I) l. Praject itecord Dacumentg in accardaa�ce with Sec�zan Ql i$ 39
i 1 Z, �peratinn snd Maintena�ce Data, ifrequired, in accrnrdat�ce t�viEYi Sectzan 01 78 �3
l2 B. Pt�iar to requ�sting Final Ins�ectian, perfarm final cleaning in accardatrce v�itb� Sec#aan
13 0� 74 23.
14
1S
1�
17
1$
19
20
21
22
23
24
2S
26
�7
28
2�
34
31
32
33
3�
35
3b
3?
38
C, FinalInspection
1, A�ez- final cleaning, provide notice ta the City Froject Representatiwe that the �+Tork
is cnmp�eted.
a. The �it�r will rnalce an initial Fina1 Inspection with the �antractar pre�ent,
b. U�70X1 C.nmple�l4� 4�t�IS iriSp�Gtxp�., t�e Cii�i vVi�l n4tlfy tI1B CUtltxaCtDxi �ii
writing witfzin 1� business days, af any particulaxs in which t�is inspection
re�eals ihat the 'V►�ark is d�fective or incnmpiete.
�. Upon �rec�i�ing writken n�tice from the City, irnnnednatel� ur�d�t�ak� the �ork
r�quircd ta rem�dy deficiencies and cornplete xhe Wo�k to thc s�tisfac�ian �f th�
City.
3. 'I'he Rig.l�t-of-way sh�l1 be �leared of all canstru�tian rnateez�als, barricade�, and
tempnr�ry signage.
4. Upon couzple�ion of Work assaaiated witta #he iterns lis�ed in the City's written
nntice, infai7n the �ity, that khe required Work bas been cornpleted. X.Tpon recaipt
o£ Fhis notice, the City, in tl�e presence af the Confractc�r, wiT1 make a subseyu�nt
Final Inspectian of the prnjeot.
5, �ravzde a11 special acceasaries required to pl�ce �h item af �guiprnent in fuJ.l
apexatian. These �pecial acc.�ssory items include, but are not Iirnitad ta:
a. Spec�fied spare parts
b, Adequate oil and grease as re�uired for the fir�st lubzicatia�. of the equipment
c. Inilial iill up of aIl cheamical tauks and fuel t�nks
d. Light bulbs
e, Fuses
f. Vau]t �eys
g. Handvsrheels
CITY QF FQRT WOItTH
S1"ANf]r1RD C4i�i5T1tLICIIOPI �PECIFICA�I�N UOCUM6N"I'3
Rcvised Mazeh 22, 2021
CL�iAR FORK F�RCE MAl1V
CTTY PR�]BC7't+10. 1Q4996
n»7ig-3
c�.asgau�' xg�umEM�Ts
Page 3 of 3
1
2
3
4
S
6
7
S
9
10
z�
12
13
14
l5
ld
17
18
19
�0 3.5
h, Other expezidable iterns as re�uired for initial stait-up and opera.tic�n of all
equipmenC
]]. Notice of Project Compl�tion
1. 4n�Ge the City Pcoject Repxesentative �nds the Worl� suhsequent to Fir�al �spectio�i
ta be satisfactory, the City will issue a Nat�ce o£Prajeci �orxipleticrn �Green �heet].
E. �npportizig Doouuxentatian
1. Coordinate with the City Project �epresentative ta complete the follo�ang
additianal farms:
a. Fzz�a� Paym.ex�t �equest
h, Statement of �orifr�.ct Time
c. AffiEia�it of payment and l�elease of Lier�s
d, �ons�nt of Surety to Fina� I'ayment
e. i'ipe lteport {if rec�uixed}
f. Cantractor's Evaluation of �ity
g. Perforrnance Evaluation af Gantractvr
F. Lett�r c�f Fina� Acceptance
1_ i�pon rev�iew and acceptauce af Notice a� Project ��rnpletian and �uppoz�ing
Uacumentat�au, in accordance with Gez��ral Canditians, City vvill issue Letter o.f
Final Acceptanc� and release the Final Paymer�t Request far p�yment.
REPAIR I RESTURATIQI�i [1�QT US�D]
21 3.fi �tE-INSTALLATIaN [N�T USEll]
22 3.7 FIELD (ak] SITE QUAL]T� G�NTROL [NqT USED j
23 3.$ SYSTEM STARTiTF [N�T LTSED]
2� 3.9 ADJLTSTING [N�T USEDI
25
26
2�
�$
29
�o
�rm oF s�cTTr��T
Revision Log
U�1'1`E Nt1N3:� SUNIlI�IA[�Y UN C;HANCi�:
31?.21�.0�.1 �4. [3wen 3.4.0 Added langua�c t� cl�rify and err�ph�si•r.c recluirt:mcnt to "Clearir�� RpW"
31
3.1.0 GX��AN�NG [NQT USE�]
3.1I CLOSE�UT ACTIVITIE� [11iDT USED]
�.i� P�o�r�car�nrr ��or us�n�
3.�� nx���r�z-�rr�.nrcE r�rnr usEnl
3.1� ATTACHIV�NTS [NOT iISEDj
CITY dF FORT WDitTH
STAI+f❑ARD CON3TRi1C 1'1D3tii SPECIFICATI(lN DO�L3MENT5
Revised MarCh 22, 2b21
CLEAlt FORK FORCE �vfAiA[
CT']"Y PR07HC'C ND. 10099G
[11 7& �3 • 1
OPFRATLOAI hHI] MAINTENAHCE TlA7As
I'age 1 of 5
1
a
sEcr�orr or �s z�
Q�ERATIQN AND 1.VIAIIVTENAN�E DATA
3 PART 1 - GElYERAL
� 1.1 su�xn�R�
5 A. Section Includes:
b 1. Px�duct data� and related in£arm�tian appropriate far City's mai�ten�c� and
? operat�on r�f praducts fuznislled undex Cantract
8 2_ Sucl� praducts raay include, hut are nat lirn.ited ta:
9 a. '�raff.cc Cnnirollers
�p h, Trxigatiar� Cantrol�e�rs {tQ he opex°atsd }�y the Ciky}
11 c. Butterfly �alves
12 H. Deviations frvm this City of Fart Wartk� Stand�ud Specii"icaki���
13 I . 7+�4i18.
��F C, Relateci Specification Sections �in.clude, but are not necessa�ily limit�d to:
IS 1. �li�ision 8— Bidding Requir�m�nts, Can�act Fo�-r�s atxd �an�itions ofthe Cantzact
1s 2. Dfvision 1--General Requirenr�enis
i7 1.� PRTCE AND P�►.YMENT PRDGEDLIRES
18 A. Measuremeait and Payment
19 1. V�vri� assaciatcd with this It�rt� is cnnsidered subsidiary ta the variau� Items k�id.
2U 1V� sepa�afe payrnenC will he allawed f4r this Item.
a� �.� �FE��vcEs C�va�rusEn�
22 1.4 ADMIlVISTRAT�VE REQULREMENTS
23 A, Schedul�e
�4 1. Sub�nnit raa�auals in �nal form to ihe City within 30 �alendar days of procluct
2S shiprnent tn the praject site.
2G 1.5 SUBl�[ITTALS
27 A. 5ubmittals shall he in acc�rrda�ce with Sectior� O1 33 4D . All subxnatkals shall be
28 appraved by the City prior ta delivery-
29 1.G IlVFQRMATIDNAL �UBMTrTALS
30
31
32
33
34
35
36
37
A.. Suhx�.itta[ Form
1. Prepaz'e data iw. fo�rm af an instxizEti�nal manual far use hy City p�onnel.
2. Fomrat
a. Siz.e: �'fi xnches x 11 inches �
h, Paper
1) 4D �nwid minimut�, white, f�r typed pages
2) Holes reinforced witlx plastic, GL4�1 OT iIl�l
c. Text: Man.ufaciurer's printed data, or neady typewritten
CITY �F FORT WE1RTTi
STANLSARI7 C�NS'I'�iLICTION SPECTFICATIai�! I}DCUM$hITS
Revised I7ecemher 2U, 2U 12
GLF„�IL F�RK P�RCE MARd
CITYPRD7EGTN0, lODtJ96
oz 7a z� - 2
OPFR.ATTON ANX] MAINT�I�7AIQCE DATA
Pag� 2 of 5
2
3
4
6
7
S
9
io
11
!2
13
14
15
16
r�
is
19
20
21
�2
23
2�
�5
26
z�
�8
29
fl. T}f�'l7J]I7�S
1} I�vide reinforced pu�nc�.ed binder iab, biud in witk� te�
2} Reduce larger drawings and fold to size of text pages,
e, PI'UVI� fl�►-1�&� �4f �.iC� 5�7ai'dtB pl�dll4t, or e�ch piece o�aperatang
ec�ui�ment.
1) Frovide typed description ofproduct; and majnr compQnent parts of
equipment.
2) Pro�fide indexed tabs.
f. Caver
1) Identify each valtun� vvith typ�d. or printed title °�PERATING ANL�
MAINTENANCE IlVST�tUCTI�NS".
2) List:
a) `�'itle Q£Pr�ject
b} Id�ntity of separate si�ucture a� applicalale
�� zdentity af general snhject �aatter �overed 'zn tlae xnanuaJ.
3. Binders
a. Cammexcial quality 3-ring binders with durable and cleazialale plastzc c�vers
b. W�7�I1 tl9llitl�?I� t31T1�P5 aTC ll5��, carrelate the da#a into related cansistent
�011]77i�5.
4. Tf a�ailable, pra�vide an electranic f4rm of the fl&M Manual.
B. Manu.al Cvntent
1. Neatly ty�ewriCten table aicontents for eaGh �olum�, �•anged in systematic arder
a. Contractor, name ofrespar�sible principal, a�dress and telephane numher
h. A��st o£.eacla praduct requir� to be included, zndexed to content af the �volunne
c. List, yv�.th each pmduct:
1} �he name, adxiress a�nd telephone numb�r of the au�contractar �r installer
2} A list af each product required to be includad, ind�xed ta cantent o�the
volume
3) Id�ntify area o£responsibility afeach
30 4) Lacal source of supply far parts and repla�ezx�ez�t
31 d. Identify each pradu�t hy product taa�xne and other identifying symhals as set
32 fart� in Contract Documents.
33
34
35
36
37
3�
39
40
41
42
43
d�4
45
�6
47
4$
�. Product Data
a. Inclu�e only those sheets �rhich are pertinent t4 the sp�zfic pro�iuc�.
b. 1�n�tate each s�eet to:
1) �l��rly identify s�ecifi� prnduct or p�rt installed
�} Cleariy idex�tify data applicable to instaltatian
3] Delcte references ta inappl�cable infortnatipn
3. Drawings
a. Su�plement �roduct data with drawings as necessary tu clearly illus#xate:
1} Rela�ions af c�mpanent parts af equipment and systems
2) Control and flaw diagrarns
Y�, Ca�rdizaate drawings with i�orm�tion iz� Project Racax•d I]acument9 ta assur�
correct illustration af campleted installatioz�,
c, Do not use praject Recoxd Drawing,s a� maintenauce drawings.
�. Written text, as requieed ta supplement product da�a for tiie patticular it�s�allation:
a. �rganize in cnr�fiistent farmat undex sc��rate headings fc�r different pt�oceduxves.
b, Provide lagica� Seque�ce ofinstru�t�Q�s o�'eac� procedur�.
CiTY dF F[]RT WOItTfi CLEAR PdRK PDRCE �+LAIN
STANDARLi CANSTRLICTI�N SPEQFIC,ATIt3iV DOCTli4iEhITS G`I'i`Y PRO.iF.CT N�. 104199&
Ravised Deeer�ber 20, 20 ] 2
Ql 78 23 - 3
DPERATI�N P�NI] MAINTENANCEDATA
Page 3 of 5
1 5. Cnpy of eaoh waaxanty, bond aud service contract issuad
2 a. Prvwide informaiian s�eet far City persannel �i�ing:
3 1� Praper pxocedures in event af �ailur�
� �.} �nstane�s which might a£fect validity of warranties ar bvnds
C, 1Vianual for Materia,ls and l�inishes
1. Subm.it 5 copies af complete rnanua� in final fonax.
1�
ll
I.Z
13
14
15
1G
17
1$
14
20
21
22
23
24
2, �ontent, fox arcl��te�tural pivaduc�s, a-pplied materials and ffnishes:
a. 1Vlanufachu-er'� data, giving iul.l information vn pmducts
.1� Catalog nvmber, size,, compasition
2) Co1ar and texture designations
3) Infarma�ian required for reorderi.�ag special rnanu.factured produc�s
�7. �i15ti[LC�10115 f4T CaiC �d 1I1�1i1t�I1&x'1C�
I) Manufacturer's ree�mnaendatzon fQr ty�es af �leaning ageni� � rnethods
2) Cautions against cleaning agezats and methods which are detrzmental to
product
3) Reconimendetl schcdul� ��r ctea�ing and maintenan�ce
3. �antent, far moistuxe pr�atection and weatE�er exposure products:
a. lv�anufacturer's data, givuag full infarmation on products
],) Appli�able standaxds
2} Chernical �annposltian
�} Details of instaIlation
b. Instr�eti�ns for inspection, maizttenance and re�air
D. Manual far Ecluipment and Syst�nn.s
1. Subrnit S �apies af comple�e mauual izx �txal farm.
25 2. Cont�nt, �or eaeh unii of equip���r�t an.d system, as appropziate:
26 a. Des�ription of unit and cannponent parts
z� 1� Function, no�al aperating characteristics anci lirniting canditions
28 2} �e�forcnance curves, engineering data ��i tests
�9 3� C�rs-�plete x�oxneneiature a,n,d comzrnercial uu�ann.ber of teplaceable parts
3q b. �pera�ing pxoc��dures
31 1} Start-up, hreak�in, rautine �.nd n�rm� ap�rating instructions
32 2) Regulation, cantrai, stopp�g, si�ut-dou� and emergency instructivns
33 3) Sutx�tr�er and wintter operatin�; �tru�tioms
34 4) Special operating instructians
35 c. M�inten�,nce p�nocedures
3b I} Rou�iue operations
37 2) Guide to "trauble shvatin,�'�
3� 3] T�isasse�ably, rePair and reassembly
39 �4} 1�lignment, adjusting and checking
40 d, 5e�vieing ari�l lubrication sehedule
4l 1) List oflubricants rcquixed
�� e. Manufacturer's printed aperating and maintenazace instructians
�3 f. Descxiptian of sequ�nce nf aperatian by c�ntrol manufacturex
q q. 1) Predict�d life of pa�ts subj ect to wear
45 2) Iterns recommend�d ta �ae stocked as spare parts
�d g. As installad co�atrol diagrams by GQz�txals marsu£a�huex
47 h. �h cnntract�s �onrdination �rawings
48 I) As installed calor coded piping diagrams
CITY dF FQRT t'1't )k"l'H CLr.Ak FORK FCIACE �iAiN
STAI+IDARD CL]N5I'R[JCP[DIV BPECLFICA'i7�1�! TJ�CUMEIQTS QTY L'RC3r�CT ND. 140998
Revised Decernber 20, 20 i2
4L 78 23 -4
�PEI?t�LTTON ?LND MAINTF�IAAIC� ]]ATA
Pa�e A af 5
I
2
3
�
5
6
7
8
9
ia
11
12
13
14
15
16
17
!S
I9
�.4
�I
22
23
24
25
�6
27
28
29
�
k
3. Conten�, for ea�,h eleetric a.nd elec�ni� system, as appro�riate:
a. Description of sysiem and component pazts
1) Funetfan, normal opera�ing cbaracteristias, and luruting �ondx�ions
2) Performance cur�es, en�ineering data and tests
3) Cflz�plete namencIature and Gaunrnexcial numbez- of replaceable parts
b. C�tuit clirectonies of panelboards
1} �lectrical service
2) Control�s
3} Camrnunications
c. As installed colar caded wiring diagrA�,R
d. Operating procedures
1 j R.outine and naimal aperating instructinns
2� Sequences requit+cd
3) Spe�ial nperafing instructions
e. Maintenanca pra�edure�
1) Raut�n� operatians
�} Guide ta "t��auhle shoating"
�} Disas�exnlaly, r�pair and reassembly
�) Adjustment and ck�e�king
£ Man�a#'actuxer's printed c�perating and xir��int�nanr.e instnictioris
g. Lisi of ariginal manufac#urer's �pare parts, mam�facturex's current prices, and
rec4mtnended quantities to lae m�aintaineci i�a sto��age
h. Qt�er data as r�quired under pertinent Sections of Specifications
4. Pi�pare and incIude additional data when the need for stt�h data becarrae� a��aar�nt
during in�truction af Cit�'s persannel.
�arts of valve tag num6ers, with Iocataan arid functian of each va1�+e
List aforiginal manufactuxex�s spare pai�ts, manufachu�er's c�urrent pri�es, and
recornmenderl quantities to bc maintair�ed zza storage
athEr data as requii-ed un�er pertinezat SeGiions of Sp�ifications
30 �.7 CLQSEOiTT SiTBMITTALS [1hIQT L1SLD1
3] 1.8 MAI�TTENANCE MA.TERIAL �LFSM.�TTALS [MOT U�ED)
32 1..9 QU�.4,LITY ASSCIR.�4.NCE
33 A. 1'mvide �pe�-a#ion and inaint�nance data hy p�rsnnnel wit.� the fallowing crit�ria:
34 1, Trained aad experienced in rnaintenance and �peration at described products
35 2. Skilled as technical �vriter to the ext�ut �;�qu�x�ed ta comrnunicat� essential data
3b 3, Skilled as draftsman �nmp�tet�t to pxepa��e required draysrings
CITY C}I' 1�'pRT V�ORTkI CL�AR FaR� FdRCE 11d,4R�f
STAriEDARF] CQTi5TRi7CTi�itiT SPECIF.iCATIQN �nCUA4IIVI5 CI7`Y PR�.IECTN�. IpQ996
RevisedDeeemhcr :�b, ZOla
41 78 23 - 5
pF°ERATCD?�I AND iviAINTEI4ANCE DATA
Pag,e 5 of 5
1,10 DELI1rERY, STORAGE, AND HANDLING [NOT [TSED]
2 1..11 I�IELD [SXT�] COND�TI�NS [N�T U�ED]
�.1� WARRA1VTi� jNOT iJ�ED]
PART � - PR�DUCTS [NOT "C]�SED]
P�RT 3 - EXECUTIUAT [Nf�T U�ED�
6
ENI] �F SECTIUN
3�.evisian T_n�
DAT� NAM� SY,TMMARY �F �HANGE
8l3112�12 D. r�hnson 1.5.A. �- title of seclion reimoved
CITY C)F F�RT WQRTH C:LEAI� FURIC FQRC� A�AiIV
ST'AI+TDt1Rp CQNS7'RSJCTIDN SPE�lFICATION DOCifMiNT3 C1TY NRa75C�' IVO. l 6d496
Ra�ixed llec�nher �0, �D12
017839-1
PRO]ECT RECDRI] L}DClI&'1ki+TTS
Pa}�e 1 of4
1
2
SEC�'XOS�C Ol '7S 39
p�a��cT �coxo pocu��xT�
3 PART 1- GENERAI�
4 1.1 SU1I�MARY
5 A. Section Includes:
6 1_ Work associated with the documenting the project and recvxding changes to p%��ct
7 documents, includi�g:
8 a, Recard Dranvings
9 b_ Vilater Meter 5ervice Repor�s
1 D e. Sanitary Sew�r Seavice Re�Qrts
11 d. Large �atex Meter Reports
1� B. A�iafions fram this City of �'az�'L�STarth Standard Specification
i � I, None.
1�
15
16
17
18
19
2(l
21
22
23
24
as
�d
27
2$
C. Related 8peci�catiuti Sections inelude, but are nflt necessarily limited to:
1. Di�isian 0— Bxddzng Require4nents, Cantract Fazms atzd Conditians of th� Cantxact
2. �ivisivu 1— frcneral Requxrem�nts
1,� PR10E AND PA,YMEIw[T F1tQCEDilRE�
A. Measurem�nt and Payrne�zt
1. Wnr� assaciateci vvith tltis Item is considered su�sidiary to the �rariaus Item� bid.
Na separate payrrxe�nt will be a1]owed fc�r thas item.
1..3� REFERENCES INCYT U�.�llJ
1.d AIlMT1�I5TRATNE RE�i]IREIViEN�'S �NOT iJ�EA]
l.,S SiTSMITTALS
A. Prior ta su��aaitting a request for Final �nspectian, tlelit�er Project R�cord I]ocuments ta
City's ProjectRepresentatiwe.
1.fi ACTIQIV �II�MYTTALSfIiV�ORMATIONAL �LT]3MITTAIS [N�T USED]
1.7 CLOSEOLTT Si]BM�'Y'TAL� �lY4T USED]
�,8 ]MAINTENANCE MATERIAL Si7BM['I`TAL� [N�T C]SEII]
29 7..9 QCiA�.ITY A�SURANCE
30
31
32
33
34
�S
36
A. Accuracp ofReeards
1. Tl�oroughly caardinate chan�es within the Recard Documents, maki��; adequate
and proper entries on each paga af Specifica#ians and each sheet of Drawin�s azad
ather �7a�uments where such entrs� is requixed to sl�aw the changc properly.
2. Accuracy of records shall be s°�c�x that futx��'e s�ax�h for i�ems shown in the Contract
Documenfs may rely zeas�nahly on informat�dn al�tainad fram the approved Pi�j ect
Record Documents.
CITY OF PORT WOItTH
S'CANDARD C�NSTRUC'I"ION 5PECIFICATI0�+1 DaCLR41EIVTS
l�evised July 1, 2b 11
CLEAEZ F'i]Ri4 r'OIiCE 11hAI�I
Ci'I'Y FRt1]GC:'I' AJL3. 10�3996
oz 7s 39 - a
PRQ7ECT RE�ORI] ppCZ1NlEtI'I'S
Page 2 aF4
1
2
3
4
5
r�
7
8
9
14
ll
f2
13
1�
15
���
3. To facilitaY.� acc�xa.cy of recnrds, make entries vvithin 2�} houz�s a£ter receipt of
ixk�ax�xxa�zoz� th�t i}a.e change has occur�ed.
4. Pzovide factual infarmatic�n �-egat'din.g aIl aspe�ts of the Wa�rk, both conceal�ed and
visi6le, ta e�a�ile futurc znndi�cation of the LVo�'k to p�oceed witl�out le�gthy an�d
exp�sl�ve sLfe me�surernent, ir�vestigation and examinatiars.
i.IQ sTo�� �n �vnLrrrG
A. Starage az�d Handling R�quirements
1. Mai ntain the j a� set of Record Dncuments comp lefely prntected fxom d�tcrioratian
and �rom 1os� and damage unti� ca.�p.letian of t�e Work and transf�r of all rccarded
data tn th� final Praject R�cnrd Documenis.
2. Ia the ev�.�k of loss af recard�d data, use means ne�essary to again secure the data
ta the City`s aFProval.
a. In such case, pxoWiuie replac�ment� to the standards originally xequired by the
Caz�tra�t Docurnents.
1.11 �'IELD [STTE] CONDIT�DNS [1�CUT U�EDf
�.12 vvA�r� ��voT �s�D�
17 PART 2 - PR�DZTCT�
1$
1�
��
2I
22
2.1 �WNER FL7'RNISHED [o�] CIWNER SUPPLIED YRCillUC:TS [N[lT i]SFTI]
�.2 RECdRI] DOCLTMEI�TS
A. dab s�t
1. Promptly fallawing receipt of t�1� Notice to Prnceed, secure fram the City, at no
c�arge ta the Cantractar, 1 c�mplete set �f a11 Dacum�nts carnprising th� Contract,
�� B. ifYl�� RCCOY'd D4C1111]�17��5
2� 1. At a tir�e nearing the carnpletian af the Work ar�d pri�r ta Fina[ I�pe�tion, provid�
25 th� City 1 cor�pleie set of a11 Fi�ual Recard Drawings iu the Cantract.
2G 2.3 A�CESSORiES [NUT USEI]�
27 �.4 S�URCE QUALITY COW'I`�L�L [NOT FJ�ED]
�� PART 3 - EYECUTIOI�T
2� 3.1 INSTALLERS [NOT iTSED]
30
31
3�
33
3�
33
3.2 E�AMINATI�N [N�T YYSED]
3.3 PREPARATIaN [NOT CTS�b]
3.4 117AINTENANC� I14Ci]11�IENTS
A. Mainte�tance of Job 5�t
X. Irnm�liately upon receipt of tlae j�b set, ide�tify each of the I]ocuments with the
titte, "RE�ORD DDCLIMEl�[TS - J'(7$ SET".
CiTY OF FORT WOR1'H i'.i.�AR FORIC FORCE h+IAIlV
STAAIDARl7 C�N3TRUCTIQI+I SPECIF[GA'I`fOiV DO�UMEiVTS CITY PR�7ECTNp, 1�p996
Revi�ed ]uly I, 2011
oi 7a a� - s
PR�lECT RLCORD DOCiTM�T3
Pagc 3 af d
4
S
�
7
�. ��eSC�ati4�
a. Cansidering the �antxact caanpleiio�. time, th� prnbable numl�er nf accasians
upan which t11e jab set mus� be taken nut far new entries and �ar examination,
and #he cond'zrians uuder which these �eti�ities wi11 be perfarrned, de�rise a
suital��e methnd forpretecting the�o� sef.
b. Da nat use the j�b set faz auy purpase except entt�r ofnew data and far reviiew
�� ihe City, unti]. start af t��ansfer of data #v �anal Fraje�et Record Documents.
c. Maintain the job set at � site ofwnrk.
9 3. �aordinaf�on with Cvnstruction Survey+
10 a. A# a xnz�tamum, in ac�ardance with the intervals set farth in Secti�nr 0]. 71 23,
11 cicarly mark any de�iat�az�s fram Coni�rracf Doctu�necxts assaeiated v�rith
12 iz�stal.�avn o£the i.nfrastrnchrre.
I3
I4
1S
lb
17
i$
19
2�
2I
�2
23
�4
2S
26
27
28
�9
3�
31
32
33
3�
3S
36
37
38
39
40
�4I
4.
5,
Niaking entries Qn Drawings
a. Recard an}� d�viations fr�m CQ�tract Docum�ents_
b. Us� an exasahle enlared �encij (not inlc vr indelihle pencil), ciearl� dEsc�.be tiie
change by graphic lin� aud nate as required.
c, Date aII entries.
d. {;all aftention to the entry hy a"cloud" clrawn around the ar�a or �reas aff�ctied.
e. Zn the ev�ent of flverlapping changes, use diffexez�t cvlars far the owerlappi�g
changes.
�an�ersian o�schem�tic layauts
a, Xn sotx�.e cases on th� Dravuings, arrangerner�ts nf conduits, circuits, piping,
ducts, and similar items, are shown schetnatically and aze not intended to
partrayprecise pkzysical layouk
1) Final physical arrangemez�t is det�ined hy the Cantracior, subject to the
City's appro�al.
�) Hawe�er, design vf future rnadi�catzans vf the faciliLy may r�quire
accurate infarmata�n as ta the �nal physical layaut of items which axe
shown ot�ly schematically an the Drawiags.
b. S�how arz f.he ja� set o�'Rer.�rd Drawings, by dinacnsion accura#e ta withan 1
inck�, the centerline of ea�h run of items.
1} Final physical arrangemer�t is determined by tfa� Gontractor, subject to ihe
City's approval.
2j Show, by symbal ar nate, th� vertical lacatian ef the Item ("under slahr', "in
ceiling plenwm'�, "�pose�d", and the lzke).
3} Mak� all id�ntification su£�cien�ly descriptive that it rn�a.y he relgted
zeliably ta rhe Specificatioz�s.
c, T�e City may waa�� khe requ�reme.nts fnr c�n�ersion aFschematic layouts
where, �in the City's judgmez�, con�ersion senzes na useful purpose_ I3awever,
do not r�ly up�n wai�ers heing issued except as speci�cally issued in writir�g
by the City.
�4� B. Final Project Recar� !]ocunaents
43 1, Transfer of data to Dra�vu�gs
44 a. Carefull.y trazasfer ��ange data showx�. oaa the jab set of Record Drawzngs to hh�
�5 correspond�ag �'inal dncuxnents, coordinating the ahatt�es as requi��ed.
4b b. C:��arly indicata at each affected detail and other Drawi�ig a full deacriptia� af
47 �hanges m.ade during canstn�kion, and tk� actaallocation of items.
CIiY �F PQ1tT WQRTH CL.$AR RORIC FdRCE MAii�F
STi41�1I]ARD CQidSTRUCTI01�[ SPECIFICA'CIaN D(]CLiIviSNTS C[TY PRf]7SGT N�. 1aD945
]tewi;edJuSy 1,2Q11
D17839-4
PA06TECT RECbRD DOCUiUIENTS
Page 4 pi 4
]
2
3
4
5
b
7
S
�
10
I1
1�
13
14
15
td
I7
18
19
2Q
21
22
23
�4
zs
c. Call attention t� each eniry� b�y d.ravc�ing a"clnud" a�rvund fhe area o� areas
affected.
d. Make ck�a��es neatly, consistently and with the propex media tn assure
langevity and clear reproductian.
2. Transfer of data ta otb.�r pocuimex�.ts
a. If the Dacuments, ather than Drawings, have been lc,�.pt clean during pxagress Qf
the'L�ork, and if ent�`ies therec�n ha�ve �eer� orde�-ly �o the appz�aval of the �ity,
the j�b s�t af thase Dacuments, other tl�an Dra�rings, will he accepted as finnl.
Reccrrd Documents.
b. If �ny such D�cument is not so appra�ecl by ib.e City, secure a x�ew r,apy af #hat
D�cument from tlie Cify at th.e City's usual charge far reproduction and
handLix�g, azzd caxefiull.ly tran�fer the change data to th� n�w cgpy tv the ap.praval
nf the City.
3.5 REPAIR 1 RF�TORATIQN [I�IQT LFSE]]j
3,6 �E-TNST.A�A,TIUN [1�TQT USED]
3.7 FIELII IoR] SITE �UALITY �UNTRUL [NQT USED]
3.8 SYSTEIN �TA1tTXTP [N�T U'SLTl]
3.9 ADJUSTTI�IG [1�TOT USED]
3,I0 CLEdNING [NflT CTSED]
'�,1f �LQSE�t]T AC'I`IVTT'IE� [l�TOT �[.TSED]
3.12 PR�TLC'l'lUN �NOT USED]
3.13 MAINTENANCE [1tiID� iT�ED]
3,14 ATTA�HMEIVTS [NOT U�ED]
END �F SEGTION
Revisian Log
DhT� N'AI�rIL• SUNIlVlARY oF �HA�[�L
2b
�",I'I'Y pF FpRT W�12TH
STAi+fI]ARIJ CONSTRU�TI�7+[ SPECIFICATIQN DOCU�UfENTS
�CV39Cf{ yllt}� l, 20 � i
CI,�A� F'C73tIC F'{)I2CE 1�fAiN
CITY PRCkTE[� i' i�L]. 1[]099fi
3Ll�E]0-1
S� CLEAftlNG
Page l of 4
2
3 P� RT I- GEl►�ERAX�
� 1.1 �tTMM�RY
5 A. S�c:tion Includes:
6
7
8
9
10
11
12
13
l�l
15
1G
17
18
�EL'TIDN 3l 10 00
�1'T.l: CLEARIl�G
l. Fx�e�aaration of ri�ht-af-way and nther designated areas fnr canstnzction opexatians
by rern�ving and da.sposrng of all ohstructian.s inc:luding clearin.g and ��b�ir� and
�ree�, �rhe�z rennoval af such obst�uctions is not specif�cally shown an the Drawings
ta }�e �azd by of.her Scctians. The City of�a�t V+Tarth's Urba.� Farestry Or�ina�ce
gsaverns all txee removals.
R. Deviations from. t�is City Q£F�rt VV�rth Staxa,dard Spacification
1. Modified 1.2A.1,a
2. iVindified 1.�.A.�4
C. Related 5p�cif�ation S�ctions include but are not nece�sarily limitad ta
1, Di�vision 0— Bidding Requi�ernents, Gantract Farms and Crnaditions ofthe Contraet
2. I]zvi5ipn 1— General Requirezzaents
3. �e�ki�n U2 4l 13 — Sclective Site Demolitian
4. Sectinn �2 d�l 14 — Utility RemavallAhandomnent
19 1.2 Pi�GE AND PA.��MT PRQCEDZIRE�
�.0
21
22
23
24
2S
26
27
�S
29
30
31
32
33
34
35
36
37
38
39
4D
41
A, hrieasuxezzxent and Payment
I , �ite Cleari�ag
a. IVleasuarement and Payment
1} Wark ass�fcixted wilh �hi� ltem is consideYcd s�bsidiar'v to the �$t'�bus
Items bid. Na seuarat� pavment w�iLl be �llavved fa�� t�s item.
�q�,.e.,,.a�+� „ }.�,;�, t�,,.., �,�,..�i �o �..�, i,,.,r � �
.�, � � .a y � �
��
> >
«e:.o nra .:,�
c. '�he price bid shall include:
1] Pxuning of designated trees and shr�abs
2} 1�ema�al and dispasai c�f structures and pbstructians (�nless separate laid
iter� is �ro�rided undex 42 41 13 "Selective Site Dernalitian" ar 02 41 14
"Utility RemovallAban�lonments").
3) Re�noaal and disposa.l flf lrccs uxzder G-inches in diamet�r when bidding by
lum� su�n ur square yax�.,
4j Re�xxQval of ALL trees w�ien bidding �y acre,
5j Backfilling of ho�es
5) Cleau up
2. Tree Remo�al {fox txees 6-inch or laxger in diarne�er when Site Clearing is bid by
tump surx� ar square yard)
CIT'Y DP FORT WdRTH
3TANDARD CQNSTftTJCTT�I�i SPECIFICATI�i�1 DQCUMSl+IT5
[tevised !�f arch 22, 2�21
CLEAR FORIfi FORCE MAIN
CI'1'Sf PRQ]ECT Na. 1Qf3996
31 ld�fl-?.
S1TE CLEARING
�9�E � 9��
�
4
5
b
7
8
h
9 G,
Ip
11
12
l3
14
I5
ld
17
18
1s
2U
21
22
23
2�
25
zs
z�
28
2�
30
3I
32
33
34
35
3�
37
38
39
�}0
41
�}2
43
4�
4�
�4$
�7
�8
�9
�1'��SliI'Biri�tlt
1) lvieasurem�nt for this Item slaall he per each.
2) Measurem�nt of diameter for tree removal shall be at staitdard "l]iaxr�eter at
Breast Heigl-it" or DBH, where Breast Height shall be �4" aba�ve gracie.
Paymeat
I} The r,�ork perforcned and the mater�al� �iu�nished in ac�c�rdanc� wit1, Ehis
Item shall be paid for $t the unit pricc bid per eac� "Tx�ee Remo�al" far:
a) Various diarneter ranges
'I'i�e prioe �zd sha�l includ�:
1} Removal and dispasal ��t�ree, including remaval nf rant to a depth at least �
foat f�elow g�rade
2) Grading a:nd backfal�ing af hal�s
3) Excavatian
�) Clean-up
3. Tree Remavai and Transplautalian
i1. Mea��r�menx
I) Measurement for thi� Item sh�ll be per each,
b. Payment
1) The work p�rfortned and the r�aterials furnished in accardance with this
I�em skaall be paid for at the unit �rrice bidper each "Tree Transplant" foa•:
a} Various diameter z-a�nges
c. The price bid shall include;
Ij Prunin$ of designated trees and shrubs
2) i�taving i�'ee with truck maur�ted tree spade
3� Grading an,d backFiliing c�f hales
4) Replanting �ree at tempaiar� Iacatian {detern�ined by Contra�etor}
5) Maintaining tree until Work is completed
5) Replat2ti��g tree in.to original vr design�ted lc�catic�n
7) Excavaticm
8) Fertilization
9} Mulching
1 f�} Wat�rix�g
1Z} Cle�n-up
12� 'V�a�rarity perind
�. Tree �ratec�ian ftnd '.l'e�ttnorary W�rk S�ace Fe�
a_ Measurexx�.ent
1} Measuretnent fox tkais Itcxn shaII be b luz� sum for all lu�ations �-e�s,�
�-designatecl nn Cnnstructian I7x�awin�s f�r pratection and tempars�ry+
work spaee f�neing
b. Payrnent
1} The work �crfi�rmed ata�d the m.ateri.als furni�hed in acr.aErdance with this
Item sxsa.11. bc paid for at #he luznp surn� � price bid far �`"I'ree
Pi�tectian ar�d Tem�orax^� Work Space k'encin�" far:
s� Varinus ca�iper ranges
c. '�e pzi�e bid shall i���lude;
1} Protccfi�an. of tree utili�ing measures designated on Canstz�uctian Drawings
2} InstaIlati�n of work harriers as designated �n Constiructian Drawzx�gs
3} IViaintenance nfporatection measures throughout canstruction co�npleted
�4} Replaixting tree inta axiginal ar d�signated locatian
r�� o� �axT woRrx
STAIVUAi�D OpNSTLZUCTIDAI SPECIFiCATIQN I3L1CiIIviBNTS
Iiavised March.22, 2�Z 1
c1..��z Fa�uc Faxc� n+�nrta
C1TY PR�JECT No. [ U044b
3I 1a 04 - 3
Sl'1'� CLEIsRNG
page 3 vF6
1 � FxcaWat��t7
� 6} Fertili�.atifln
3 7} �V.Tulchin�
4 8] Clean-up
5 I.3 REh�H�;lw(C:ES [�IUT CS1�,X]]
6 1.� AD1VIi�STRATxV'E REQUIREM��NTS
7
$
9
10
11
12
�3
14
15
lb
17
18
19
2f]
x1
zz
23
�4
25
25
27
�8
�4,. 1'ermiis
1. (;t�ntracic�r s��.11 abtain `l'ree Rem��v�l Peirnits and Urb�ui Forestry Permits as
requi�cd b�v ihe City's T'ree drdinan��. PARD�For�try details cau be found �3ere:
Farestz�+— Wel�nme ta the �'ity nf �ort'L;i�orlh �fc�rtwarthtexas.��l. CTrhan Forestry
�omp�ia«ce's ordinar�c� and requuemcnts axe witbin Zoning at�d can be £au.nd hcrc:
Znnin� — Wel�t�rn� to I:Y�e City of rart V4'ax-�h �fa1'twortht�xas.gnv_]. T'reins��llatian
Nfe�tings
2. Hold a prelirriinar�+ sit�, clearing meel�g and include the �antrdcinr, City I'ores�cz-
(if City owz�ed irea} nr repres�ntative o� LTrban I'o�'cstry (if pi-��ately own�d tx�e�,
CitS� Zn�pec�:or, ar�d the Projc�t Nianager for the purpnse of re��iewing the
�:oiitractar's Lre� removal plan. (:lcarly rnark all trees � remain on the praject szte
prior tt� the tneeiing.
3.. The C:�ntractar will pravide the City wit1� a T7isp�sal Letter in ac�ardax�ce ta
Di�ision Q1,
�.� 5 U I3M1'1'�l�aLs irroT u�Ena
�.� AeTICIti ,SV�3NfTTTA�,S1rNY'ClR1VIATI�Nr� sv�n���r��.s l�ro� us�:n�
�.� CL�s�otri° ��Bn�'�•Ar,S [�T[lT iJSEDj
1.8 �1�1fiI1MITENANCE 11'�,�TERiAi, SC]BMl'1"I'�1,LrS [1rOT USED]
1..4 QllAL1'Z"�' ASSIIRAiti C� [�i{7T US�U]
1.10 DELIYERY, S'TORAGE, ANi] HANOLIN[� [N�T iTSED]
1,.11 Fll��a]] CDl�TDIT�ONS [�'[)'1' tiS�D]
1,1.� WARRAN'.�'Y [�DT LTSED]
29 P�kRT 2- PR(]rI]UCTS [NOT YTSF.T�]
34 PAR1' 3 - E�ECLTTTON
31 3.1 J.NSTALLk:.k�S [NOT I1SED]
�2 3.� k�XAMTI�TATI�N [N(lT US�I]]
33
34
35
3.3 PREPARATION
A. A11 tree� idcti�ificd ta bc pratceted audlor pxes�rved shauld be cicarly fiag�;�d with
5ur��ey tape.
c��rsr a� Four wca ir rri
SCANI7ARD C�NSTRi1[;I'l[]� 5P�'t:li�IC;A'llC)N U4CUh+IEi`(T'S
Itcvi�cci �+ia��h 22, 2021
r.Lr.ak r n�ix PaxCE MA1�i
CI`i'Y YR(IJI�C:`C Ma. ] afl9�S
31 f00D-4
STTG CLEARING
Page 4 of d
� }3. �Following taping and pxiQr ta any removals or site �clearing, the Can��ctnr sha�l xn,eet
2 vvith the City, the Er�gix�ecr and t�e Land4truner, if neceasa�, ta confixm txees to be
3 saved.
4 3,4 INSTALYlATI�N
5 A, Protection of Trees
6
7
8
9
za
I]
12
13
14
15
16
1?
18
19
2U
21
22
23
24
25
26
27
28
29
3Q
31
32
33
34
35
36
37
38
34
�a
�I1
42
A3
-04
45
1. Pratect designated trees ancl prnne trees ar�d shrubs as shawn on th� Dra�►�vings-
Refer ta the Drawings far txee pratec�on deta�iJ,s,
2. Tif th� Drawings do not pz�o�vide tree protection details, protected trees shall bc
fenced by placing b�fnot tall rneial T-p�st9s ica a squa�•e arnund the t�-ee trunk with
the corners lo�ated oza fb.e caslopy drip line, unless instructed athervsr�se.
3, W�en sit� co�ditinns do nat alIow for ihe T�posts to be installed at the drip line, the
T-pasts may bc installed na less tha.n $ feet �ro.m the tree trunk. 4-foot high 1��a
gauge sto�k fencing ar orange plastic snotv fence aha11 �ie attached ta the T-pasts to
form the enclasure,
4. For L'ity-ownc� txees, PA1�D-Fraresixy permis�ior� is required ta install pxatective
fencing iz�.side ofeanopy dripline (Critical Root �one}.
5. Additiar�al trunk protection (�tadding) is reguired when pro�ect�ive fencing is
appmved wxtkzzn� the Critical Raot Znne.
6, D� nat park equi�ament, service aqui�ment, store materials, nr distuxb the roat area
under the branches af trees designatesi £ar preserva�inn.
7. When shawn on the Drawin�s, treat cnts on trees with an approved tree wound
dres�ing within 30 minut�es ofmalcing apruning cut or pthe�wise causing damag�e to
the tree,
8. Txee� and brus�a skzaZl be mulchecl on.-siCe.
a. Burning as a me�had �f disposai is noi allorv�d.
B. Hazardaus Ma%rials
1. Th� Convactor will natify the �gineex iux�nedzat�Iy if any haaardous or
qu�estional� le rrtaterials not s�avvn an the Ihawings are encounte�red. This incIudes;
but not lirniied tQ:
a. �ioax t���
b. Raof tiles
c. Shi�gles
d. Siding
e. LTiility piping
�, The testing, remc�val, a�d disposal of }�a�ardaus znate�als will b� in a�cnrdance
W1L�] �IVI5LOI1 1.
C. Site C�earing
1. Clear areas s�own an ilae Drawings af aI1 obstructions, except those landscape
feaiiues that are to be preser�ed 5uch obstructions in��lude, hu� �re not limibed to:
a. Reznazz�s vfbuildings and 4thex structures
b. Faundatic�tas
c. Floor slala�
�. C4ncrete
�. Srick
f. Lumber
CT'T'Y flF P�RT WORTfi
STANDARU CON�T'RL�CTION SPECIFIGATIQN DQCUMBIVTB
Revised Mai�eh 22, �U21
CL�ARFORK FORC.� MAriV
CI�Y F1tOI�CT No. I f1q99d
311DOA-S
SI'SE CLEARIAIG
pag� 5 4t`6
1
Z
3
�
S
s
7
8
9
ia
11
I �.
13
14
IS
16
17
l8
19
20
�l
22
23
24
zs
2S
27
28
29
30
3I
32
33
�
35
3b
2.
3
�
S.
b.
7.
�. ��BSt�C
h, Septic tank dxain fields
i. Abaxxdatted utility pipes or can.duits
j. �'squipment
k. Tr�es
1. Fences
tn. Retaining walls
n. Othex items �s specifiad an the Iarawings
Remove rregetatian aud other Iandsc�pe Features not designated for presexvation,
�hether abav� ar belo�xr gxounr�, including, but nat l'zrnuted ta;
a, �xb and gutter
b. Driveways
c. Paved p�rking areas
d. Miscellat�eous sto�e
e. Side�rall�s
f. Dirainage structures
g. Manholes
h. Iniets
i. A�a�ndoned railt�na�i tracl�s
3. Sciap irara
k. O�k►er debris
Remo�e culvez�s, stvrm sewers, rnanh��es, and snl�ets in proper sequence t�
rnaint�in traffic and draznage in accarda�nce vvith Section 4� 41 14.
In areas receiving embankmez�..t, remor�e ohstructions not designated for
preservation ta 2 feet belvw natural groun�
In axeas to be excayated, remove obsixuctions to 2 feet helow the excavation level.
In all ather �reas, rernove abstructians ta 1 faat I�e1ow natural ground.
When allowed by the Drawir�gs ar d�rected }ay the Engineer, cut trees and stumps
aff tn ground leve7.
a. Rema�ral af existzng structures shall b e as pex S.ecti�n �2 4]. l 3,
D. Disposal
1, Dispvse a£all trees within 2� hours of remaval.
2. All materials an.d dehris xcmoved hecornes th� propeaty afthe Contractor, unless
otherwise stated on the Drat�vings.
3. The eontractor will d�pose of material and de�ris off-site in accardanc� with lo�al,
state;. �d federal laws and regulatians.
37 3.5 RLPATR [NUT iTSED]
38 3.6 RE-INSTAL'LATION [N�T [1SED]
39 3.7 F��,XI QUAL�TY CONTRQL [�TaT CJSE�]
4{] 3.8 Si�STEM STARTUP �NOT USED]
4l
42
3.9 AI�3LT5TIN� [N�T iTSED]
3.I� CLEANl'N[= [IVOT U3ED]
43 3.11 CL(]�EULFT ACT�V7TIE,5 [NOT LTSEDj
C1TY �f` �'DRT W4I�TH
STAi+1I}ART] C,Y7N�TR[J�T�t3N SPECTFICATIOi+l D�CUMSPITS
Revised Mareh 22, 2421
CLEAR FORi� FORC� iVf.AIN
CITY PftOIECT h[Q. 10094d
�i ia oa-�
5IT8 �LEARIi+ICi
Pag� 6 of b
3.12 PIt�TECTZUN �1�T�T USED]
2 3.13 MALi�iTE1w1ANCE [NUT llSi�D]
3.1d ATTACKNlENTS [IITQT iTSE�]]
4
EN�I U�' SECT��Iri
Revisinn Lng
DAT� NAAriI: SLIMMARY �F CHANG�
E 212Q12412 D. Johnsan l.�.A �ezmiis; Rem��vcd nrdinance number and added Cit�s website address
3f2212C]2E �. �]��e� 1.2 Clarified t�seasw•cmcnt and payment. 1.4 Clari�ied adtninistrati�e requirerrtents.
3.4 f�larified r�d�litional inata]Iation requiremerrt� fa�r �ee �arotcotifln and dispasal.
CI`I'Y d1� F�RT WORTH CLEAR F'[]RK F4RCE h+IA1N
S'CANDAItD QpI�1ST'RL7CI'[ON 5PP.GIFIGATION DQC[IMEiVTS CT'i'Y PRQJECT No. 1 �D996
Revisad Maich 2a, 2fl2 i
312316-1
11pVCLAsSIFIEI] PXC�.V�LTIQN
Yage l n£4
1
2
SECTYOTY 3123 16
i1NCLASSIF'IED E��A'V�ATION
3 P�.RT I - �ENERAL
� i.i 5iT1�Il1�IARY
S A. Sectian Inciudes:
6
?
8
9
10
lI
12
13
i4
1�
1. Excavate areas as shown on th� Drawings ar as direated. Remnval o� rnaterials
encountered ta th� lines, grades, and typical sectiaas shown a� t�►e Drawings and
remo�ral fr�m site. Excavatians may include canstruction o£
�. Raadways
k�. Drainage Channels
c. Site Excavatian
d, Ex�avation £vr Structures
�. Ox any ather o�eratian invol�ing th� excavation of an�site mateiials
B. Deviations �rnm this City af �art Worth Stanc�ard Speci�cati�n
�, None,
16 C. Related Spe�ificatio�a Sec�ions include, but are nat necessariiy lixr�ited to:
17 1. I)i�+isian 4— Sidding Requirements, Contrack Farms xnd Canditions of iht Cantract
I8 2. Divisinn 1— General Requirex�ents
19 3. Sectinn 31 24 00 — Ern6anl�rnents
20 �.� PRXCE ANTI 1�AYMENT PR�CEDllitES
a1
22
2�3
2�
25
�6
27
28
29
34
31
�2
33
3�F
3S
36
37
3�
39
��
4I
4�
A. Measurement and Payrnent
1. Excat�atian by P1an �uaan.tity
a, Measurement
I} N[easu.z�ezn�ut for this �tena, s�a�l he by tlt� cubic yard in its final positian
using tlae �verage end area method. Limits of ineasux'e�e� are shown an
the Drawings.
Z} When measured by the cubic yard in its fmal posiiaon, this is a plans
c�uaxataty measurement Item. The quantity to be paid is i�e quat�t�ty shown
in the pr�pasal, unlass madifi�d by Article 11.04 af the Gecieral
Canditions. Additia�aal rnea�urements vr calculatia�s wi11 be rnade iF
a�justments of yuan�ities are requirad.
la, Fayment
l j The wt�rk perfarm�d and makeri�ls �urwished in accorciance with #his Item
and measured as pravided u�nr�er `°Measurexn�nt" will be paid ifax at the un�t
price bid per cuk�ic yard of "Unclas�ified Excavation by Plan", No
additic��al co�npex►sation wi116e allawed for racl� or ahiini�agelswell
fac�ors, as th�s� are the Contractar's respo�►sibility.
c, The priee bid shall includ�:
�} �xcavatior�
2} Exca�ation Safety
3) DxYrug
4} Dust �antroi
L:1T�' OF FdRT WdRTH
S�'ANL7f#Ri] CO1�3TRiICTi�id 5PEC1FiCELTI4N BOCiTMENTS
[tevised 7anuary 2$, �Q13
C'S,F,AR �'QRK FQRCE MATIV
t:ITY PItO.iECT TID, 1OD496
3123 Ifi -2
[ftdCL.eiSSIIiE17 E$CAVATION
Page 2 aF4
1
2
3
4
5
5) ltev�orking �r replacing t�e over exca�ated material in rack cuts
G� [�auling
7) Disppsal of excess material �.Qt used elsewh�re ansite
8) Sr,axi�zcatian
9} Clean-up
6 I.3 REFERENCE$
7
8
9
l0
ii
�a
A. Definitirn�s
l, Un�lassi�ied �xcavaEinn— V�Tit}anw.t regard ta ma#.�rials, SI� �7CG�V��.IU�S 5�L1 k7�
considered unclassifie.�. azxd shall inolude alI xnaterials excavated. Any r�ference to
R�ak or other materials on the Draw�ings or in the specifi�ations is solefy far the
City and t�e Coz�tractar's i.a.foz7matinn and is aot to he taken as a classi�catYan of
the excavation.
13 l.d ADPViINSTRATXVE R,EQT]7REMENTS
ld A. The Cantraator will pm�vide the �.ity with a Dispasal Let�er in acc�rtiance ta Divisipn
15 41.
� b 1..5 SUSMITT.r1LS [NUT CISEb�
17 1.G ACTXQI�i 8i]BIVIITTAL�IINFURMATI[]N�L SI]SMITTALS jNQ'�i` LTSED]
18 Y.7 CLUSEOUT SLTBMITTALS [NOT iTSED]
1� l.ti LI+�AIIYTENAI�TCE MATEI�T�LL SLT,�MITT�iLS [NQT USEI]] ,
20 1.9 QC]ALITY A�5C7RANCE
21 A. Exca�at�on �afety
2� 1. The Contractar shall }�e sotely r�spox�sible far making all �cav�atipns in a sa.fe
23 manner.
�4
25
26
27
28
29
30
31
3�.
33
34
35
3G
37
3$
39
�0
2. All excavatifln and relatgd s�e�ting and hra�in� shall eozxtply with the resquirements
�f OSIiA excava�ion Safety sta�dards 29 CFR patt 19�6 �.nd sfate rec�uirements.
1.10 DELIVERY, ST�RA�E, ANI] HANDL�NG
A. Storage
I, W�thin E�usting Rights-af Way �RQW)
a, Soil may be stared within existi.xxg �OW, easements nr tem�nrary constructi�n
eas�ments, unless spe�i�ic�lly disallowed in th� Cvntzact Dacumen�s.
b. Do not block drainag� ways, inl�ts ar dri�eways.
c. Provide erosion control in accardance with �ectian 3125 �a.
d. Whezi the Wai�k is perfozmed �n active traf�ic ar�as, store materials anly in
areas harricade�i as pxavided in the tra�i'ic control pla.ns.
e. �n non-paved areas, �o no# store xnaterial on the raot ron� nf an� tre�s o�• in.
landsc�ped �reas,
2. Designaied S�age Areas
a. If the Gpntxact Dacwn.en.fs da not all�w tJ�e stoxa�e of spails within #he ROW,
�asernesYt ar temparary canshvctian easement, then se.�ure a��d maintain an
adaquate starage location.
Cl'l'Y QF FORT W�RTH CLEAR F�RK E'DRCE MAIN
STAN�A[tX] CbN31RL]CTION SpF�IFiCATlOI+TDOCLiMEIVTS CI"fY P1tOJE�T NO_ 1U049fi
Revised ]anuary �$, 20I3
3i 23 I6-3
L]TICLASSYFIF�7 �XCAVATION
Page 3 of �4
1
2
3
4
�
6
7
8
9
1D
11
1�
h. Provid� an affidavit that rights ha�te beex� secured tv store khe materials on
pri�ate prvperty.
c. Pravide erosion cantrol in accox•dance wx�h Section 31 25 a0.
d. Da not black drainage ways.
1.I1 FIE[.0 C�NDITIUI�iS
A. Existing C:onditions
1. Any data whi�h has ��n or m.a3r he pEt�ovided on subsuxFac� �c�ndition� is nat
intended as a representation or warcazaty af accuracy or cantinuity bel.ween soils. It
is e�tpr�ssly uncierstaad that neither the City nar the Engineer will be zespansibla
for interpr�ta�ions or coaclusin�as drawn there fram by f�ae Cantraator.
�. T]af:� is made awailable far the convezuence ofthe Contra�tnr.
�.�z wAu��vT� �voT us�1
1 � ��xT z - �R�nUc�rs �xoT usEn�
14 2.1 UWNER FT.IRNI�HF.l7 [NQT US�D]
�s z.z pRonu�T ��s Arm n���t�s
x$ A.. �vrat�ais
17 1. Unac�eptabl.e Ti11 Mat�rial
18 a, In-situ soils classified as ML,11�TH, PT, dL or OH in ac�ardan�� with ASTM
19 D2487
2� PART 3 - EJ�LECUTIOIV
2] 3'.� Il�ISTALLERS [NUT USEU]
22 3.� EX A,MIlVATIUN jNOT iISED]
23 3.3 PREPARATi�N INOT USED]
2A 3.4 CONSTRUCTION
�.5 A. A�c�pt ownership of w�,suitahle ar e�cess material and disp�se of material aff�ite
2� accardance urith local, state, and feder�I regulatians at locatians.
27
28
29
30
31
32
33
3�
35
3b
B. Excavatians s�all be perfarmed in the dry, and k�pt free iraxn w�ter, s�.aw ancl i�e
during cansfx-uetian with eh exc.eptinn af watedr that is applzed for dust cantroL
C. Sepsrate ITnacceptable Fill Material ir�rn ather materials, remove frnm tY�e Site and
praperly dispase ac�arciing ta dispasal pla.n.
D. Maintaizx dz,ainage in ihe e�ccavated area to avaid damage to �he roadway sections an�d
�ropased or easisting structures.
E. Correct any damage to the sul�grade eaused �y weathe,r, at na additianal cast to ihe
�ity.
F, Sh��e slnpes Co avaid looseuing material belaw or outsi�e the prflposed grades.
Rexr►ove and dispase af �lides as diurected.
C1TY OF FdRT WflRTH
STANI]ARI] COi+iSTRLICTIbN SP�CIFICATION Il�CI11VIET1T5
Re�+ised Janu�ry 28, �U l9
CL.EAR FDR1C POHCE MAIN
CCI'Y PROIECT i�dfl. Id0996
�iaaid-a
L7NCLA�3II�IPI7 F3XCAVATI�N
Pa�ge 4 of 4
i
�
3
�
5
6
7
8
9
ia
ll
12
13
14 3,5
C�. xo�k Cucs
1. E�ccavate tfl finish grades,
2. In the eve�t of o�ver e�ca�ation due io �ontrac�or error belaw thc li�es and gtades
�stahlished in the Dz�wings, us� appra�ed em�ankment materia.l cQm�acted in
accs�rdance with 5ection 3 z 2� �� to replace the over excavated at na add,i�ianal
ca�t to City.
H. Earth G�ts
I, Excavat� to fZnish subgrad�
2. I� the event oFouer exca�ation due ta �ax�tarractor e,rrar below the lines and grades
estah�is�icd in th� Dravt�ings, use appm,ved �mbankm.ent material cam�acted in
accardance with Seotion 31 �4 40 ta replace the over excavat�d at no addi�ional
cost ta City.
3. 11�anipu�ate aad compact subgrade in accnr�tance with SectiorE 31 24 �0.
REPAXR �NOT iT�ED]
15 3.6 RE�TNCSTALLATI�N [N�T USEb]
I6 3.7 FIELD QUALTTY C�NTRt)L
17
18
7�
2�
21
A, Subgxade Tolerances
l. Excavaie to within Q.1 foot in sil directians.
2. In areas of �ver excavatian, �ontractor provides filI tnaterial approvad �y the Ciry
at no e��nse t� the City,
3.8 �'�''STEIY.[ �TARTUP [NQT USED]
22 3.9 AI�]JUSTING [NOT U�EA]
23
2�
25
26
27
2�
END QF SE�TI�l1T
R.evisian Lag
DATE 1�1AME SUMMARY OF ��IAN4F
1ZI24J2(i12 ]J, ,iuh�.5un l.2 - MCasuresnent ttnd Paymertt SecYion mqdified; Btue '['ext added for clarification
1!28113 D. ]<�h�sEin Z.2 �ntiificd 13id �te:m i]�trses itl payment sectipn tD difFcecntiatc belween P�ymcnt
M�thQrls att bid list.
29
3.1.6 CLEAIV�NG [NOT t1SED]
3.11 CL��EfliTT ACTIVITiE� [NC1T [JSED]
3.1� PROTE�T�Q1V [lVUT USED]
3.13 MAINTENAPICE [NQT USED]
3_14 ATTA,G�llV�ENTS [N4T USED]
CI7'Y OF FdRT WORTH CLSAR FORK BDRC� MAIN
STAN]]ARD C�I+fSTRUCTTaN SPECIFICAT'IQN DOCIIMENTS CITY PR4JBC'I' h((]. 1D099�
Revised 3anuary� �8, ZU 13
33 4S 4d
S�'1TLEl1�SNT iV10AilT�RING
Page 1 o f 7
t
�
3
4
5
6
�
8
9
1Q
1l
1�
13
14
1s
1G
17
1$
19
20
21
�2
23
2�4
25
2�
�7
�$
29
3U
31
3�
33
34
35
36
37
s�cTxo�r �� os aa
BETTLEMENT MONf'I'�RIl�IG
PEiRT Z - GElYERAL
�iINIl1+[ARY
A. �ection Includes:
1. Furnishing, instal3�ng, and maiiitoxzx�g se#flement i�astn�mentati�n far mea:�tu-�ng
gro�and and track �n�3ve�nents arounc3 and �bov� trenchless const�ruction operatioz�s.
The Wark xncludes, bui is zaot limiYed ta: installing surface and tracl� manitoring
�anints, fumishing naani#vring equipmeni (including rernate, aut�mated xnonitoring
ec�uipment fox UPRR cinssings}, Sntl iOCa�[�irig 0�75eiV�tlOriS � SD.CASUL"�7a7e�5 �r�m
the monitoring points an a periatiic basis �efore, during, and after trenchless
Ganstruction.
B. Devis�icn�s from this City of �'art 1ldarth Stat�dard S�eczfieatiari
I. THIS I.S NOT A CITY aF FORT'�V�RTH STANflAR��PECIFICA'TTDN
C. Related Specifi�alivn Sections include, but are not necessa�Yly Iimit�d ta:
1. Division 0-- Bidding R�quires�ents, �an�act �ornas, and Condit�ans nf tlae �ontract
2. bivisian 1� Crericral Requiremet�f�
3. 33 05 �b -- Horizantal �ire�taonal Drilling (T�Dj
PRIC�, AND FAYMENT PR4CEDURE�
l..l.
1.�
A. Measur�ment and Payrnent:
1. Measurernent:
a. This Item is �onsidered suh�diary to High-�ensity Palyethylene (HDPE} Fipe
for HDD insta��ation.
�, Payment;
a, The wark per.formed and nr�atei�ials fiirnis�i�d in accordance with this Item are
considered subsidaary ta the u�it pxice hid �er un.�t ]inear foat �fSy Qthe�r th�n
Open Cut installa�ion of HDPE for HI7D to i�e completed in plar,e and na othex
cornpensation wil� be �lXays+a�f.
l,3 REFERENCES
�,,, Definitions:
1, Surface IVlonitoz�g Paints: � marking established as a baseline f�r measurin�
el��ration o£ the grownd surface using op�i�al swrvey meihads.
2. Track 11�'Ianitaring Points: A survay target attached to a railrc�ad #xack to establisb a
baseline far measuriz�g the ele�vataau of each tracl� tasi.n� ap�ical survey methods,
B, Reference Dacuments:
], "Geo�echni�al Engin�ering Study, Clear Fork Lif# St�tian and Force Main
Along C;Ieax �ark Trinity Ri�er froxu. �V. afRc�gexs At�enue t� VtT. 5�` Street,
CITY �F FDRT WORTFT
cz� �o� F�Reg r�sAna
CI3'Y PRO.iECTNO. 1OQ99b
33 65 44
SET'TT.EMENT ibi�IVITORINO
Page 2 of 7
1
2
3
�
S
5
7
$
�
1�
I1
I�
13
1�
15
IG
1?
1$
19
2�
2l
22
23
�4
�S
2G
27
�S
29
3U
31
3�
33
34
35
��
!.4
1.5
1.6
Fart'L�oxtk�, Texas", C1VI7 Engineering} Inc., Report N�. 1Q3-�d-3GC, C]ctdber
30, ��2Q.
2. ".�4.ddendum #1— Additianal La.b�r�tnry Testiu�.g, C1ear �'nrk Lift Station and
Farce Main Al,ong Clear Fark T�inity Riv�er frcam L�T. of Rog�rs Av�nue ta V4�.
5�' Street, �ort'SN'arth, Texas", CM3 F�agincering, inC., Report No, 103-2D-3GG,
December � 0, 202(�,
AI1M[l►IISTRATI�E REQIIIREI'17�NT5 �NOT YT�EI3]
S�IVYITTAT S
A. Subnai.ttals shall b� rnade in accordance with Section ql 33 Oa.
B. All .submittals shall be approved by the E�in�er or r1�e Cit� priar tia delivery,
C. Review ar�d ac�eptance af the CantractoY's submittals by the Etxgineer shall nat be
c�nstruecl in a�y way as relie�ing the C�ntraci�e o£ its respansxbiX�ties under this Cantxact,
ACT7ON SUB1I+�TTAL�ICNFQRIVIA`�'�4NAL SUB11�1�TT�.L�
A. Quali�"icatiQx�s;
I. Subrni# surveying personnel c�uali�icatio�s in ac�ordan�e vt�ith the requzrernents her�1T]-
B. Shop D�awings:
1, Submit the falIawing, at ieast one (1} mox�th before schedul�d install�ti�n of
manitoring paints;
C
a, Instnunen#ation 5chedule: �ubmit the prapased schedule far i.nstalling ik�e
rna�nitaring goi�ks.
b. De�scription af rnetltods and mat�rials f�r insfal[ing andprotectir�g monitoring
poants.
�. Uzawings wi#h locatians of praposed ma�itoring points sh�vwn in plan and
profile.
d. Drawiz�gsldescriptians of the targets t�at �ill be used for track monitpring at
xaiZroad crassing;;.
e. Pl�ns, drawings, and descriptinzx of the equipmetat and procedures that will he
used t� pravide re�r►ote, aut�smated suxvey of track moiutoring points far all
UPRR rail cxassir�s.
Reports an� R�cords:
�. The Cantractar s1�a11 subm'tt �11 repox�ts ofmonitvriug data to the E�agizteer.
2. Withi� 7� k�aurs followiug installatian 4f tne i�strur�en�s, submit:
a, Drawings sho�+ing the a�tual as-l�uilt installed lacatian
b. Instru�or�ent identification nu�nber
C
�
� oF ro�r wax�rx
Ins�rument type
lnstalla�iou date aad �ime
CLEAIt NdRK FORCE MA�:
CITY PRa3ECTldd, 1pQ994
33 OS 44
SST'i'LEMEi�i`L i�IONYT�AI�TC'
�e 3 ssP7
1
2
3
e.
Include decails of inst.�lled iustz�utnents, accessaries and protecti�e rneasures
includi�n.g all dimez�sions and materials used,
3
�
5
�
4.
5ubmit su�veyed baseline measurements of all mnnitoring points at lea�t seven �7)
eaa
days prior ta c�mmencing excar+ation to establish lzaseline readings.
Submit suz�eyed measurements of monitoring poinl� �luring and after construcricm in
accvrdance with Part 3 of this Specific�tian.
7 D. �antingency Plan{s):
8 1. The C�an�raetc�r shall su�mit one ox rnare contit�gency plans that acidxess th�
9 actions that vvi� l�e t�k�n if the Thre�k�a�d or Contradctor Response settLement
l0 values are �et ar exceeded fnr LIPRR rai� crossings. Contingency plans must
i 1 be caord.i.nated with the UPF� R�presentative a�ad must be approved prior �o
12 implementa�ivn.
13 1.7
14 1.8
15 1.9
CLUSEDUT SLTBMITTALS [MTOT USED]
�VIAINTENANCE MATERIAL SUBNIITTALS [1�IQT �C7SED]
�UALI'I"'.� �SUR.A.1►iGE
16 A, Surveyar Qualificatians: All suz�veying shajl be perFormed by a land suz-ve��r licens�d in
17 the State nf Tex�s with previ�us experiezace szuveyi�g for the detection af �uz�ace
1$ d�formations.
19 B. Si�ould aclual field caa�ditions pre�rent inskallatian of instr�ments at the l�cation shown on
2Q the Dra�rings ar specified herein, a�tain writtez� acceptan�e from the En,gineer far new
�.1 instrument locaCiot� and ele�atian.
2�
23
2�
2S
26
�7
2$
29
3d
31
3�
C. Stuveying f�r rrsar�itorizag settlement ins#xum�ntati�� s�al[ he z�ferenced to the same c�ntrnl
point� and b�n�hxt�axks established for setting out t�c Wvrk. Cant�al points sha11 he �i�d ta
b�enchmarks and athex monur►�ents outsid� o1f thc �one o£ ix�[uence of t�ne excavatinn or
trenchless cansttuction,
I�. Natifjr �wner ar Owner's Repx'ese,rftatiwe at least 3 days in advaa�ce of installing
manitaring p�ints. For T1PRR �rail crassings, notafy UPRR Re�rese�tati�e at least 3
days in adt�arice o� ir�ialling traelc monitaring poz�.ts.
E. �ant�rac#�r shalX �ravide access and assistance to the Engineer for ohta.ining supplemen,tal
monitorir.zg data, as requested by Engineex.
F, Fro�vide data �zoazn readirngs o� all monit�ring points ta the Engineer within �4 k��ur� of
reading.
�ITI� �� FOLRT WORTH GLE11R F4RK FORCE MAiN
C:iTY PROJECT NO.10U49G
s3 os aa
�'r"rr�1�&N'C Mbrrrroxn�rG
Page 4 af 7
1 1.10 DELIVER'i', STflRAGE, A1�ID HANDLING [NnT U�ED]
� 1_11 F�+LD [S�TE] CQNDITIQNS [NQT YT�EDJ
3 1.12 WAI�RANTY [NOT LiSED]
4 PA�RT � � PRODiTCTS
5 2.1 CxT�-1�[JIZl�TYSHED �QR] C�Tk'-�CTPPL]ED PRQIIUCTS [N�T iJSLD]
6 2.2 M,A,TEHIAL3
7 A. �u,rface Manitoring Points:
8
9
10
11
�2
13
1�
�5
I�
1
2.
�
Surface manitorir�g p�ints shall he establis�ed by an insc,�ribed marking, re�nnie �urvey
t�get, or appro�ed surveyar's nai.l driven flush vvith th.e surface in asphal� nr cancxete
paved acea�.
In landscaped areas, siu�'ace mo�t�itorin� points shall l�e estahlisbed by� drivin� a
rninirnurn 0.5-in�h di�eter steei rad driven a minin►um af 1�,-inches �.ntil flush wit;�
the graund. The stak�e shaZ� he driven ta a dept� requir�d ta pr�t�id� a. stable
maniia�-ing point gzt�eu th.e sail conditiozbs.
Ear.� r�anitoring p�int shall haye a tag or marking indicating the station and a�'#'set
�ram c�F.erline.
17
18
19
20
21
22
23
2�
�S
26
Z7
28
��
B. Track M��itoring Paints:
I. For manitar�ng of r�iIroad tracks adhesive ba�cked z�eflecCive targets sh�uld l�e attached
to the side of the rail terr►porar�ly. Targets should bc r�mo��d onc� rnanitorzng phase
is corrxplete. Manitoring target� should be plac�d sa�ch t.�,at manitaring is �ossi�le
when a frain is present. Hawe�er, monitoring duxing the passing of a train is not
r�uired as the tr�in �will tempararily deflcet the t�ack. Autamated m.onitaxing
readings taken while a t�ai� is passiwg oc prese�t vv�ll not }�e cansidere� when
determining whether �Ilowabl� settlexn�ezat a�r triggex le�el settler,�,ex�t has
accuxxed.
a. �erntsen RSAI�SU Retro Refle�ti�e Survey Tax'g�t Adapter, o€ similar.
2.
�ITY OF F�RT W�ItTIi
Ea�h mcanitoru�g �aint sha,ll have a tag or max�ing indicatit�g tl�e station and of�'set
from centerlin�.
Cx..EAR FQRK F�1�CP. A+IA1N
G�'E'Y PROJEC'T id0. l00495
33 45 44
SETTLEMENT MOi�iTTORINC3
Page 5 o f 7
Design Criteria:
� 3. Any ground mavements (settlementlheav�J shall be lEmited to �alues #hat do not cause
3 damage to adja�ent �tilities and faci�ities, In ncs case sha11 s�ktlements exceetl the
4 applicahl� values listed in Table 1 belaw.
�
T�blc 1—Magimum Allowab]e Settlem�ent ! Hea�v� Values
Site Feature Allowable Per�an�nt Settlement 1
He�ve [i�ches)
Le�vees 0.54
Bxisting Faund�tions i Structuxe 0.25
Railrvad Tracks 0.25
Highways and City 5n�eets O.S�
Under�xou�id iJtilities 1.F}U
Llnirnpxoved Crround 3.40
G
P.
9
1Q
�1
l2
13
14
1S
16
17
1$
19
24
21
4. Survey ru�asarements of alI t�rack monitoring p�ints for i7P�R cros�it�gs sha�l
he canducted using �remate, autom�ted surv�y equipment.
S. If any i�strurnents indicate m�vernent et�ual ta 5� percent of the maximum
allowable pei-man�nt value has o�cuz�red, the Thz�eshold i�alue is said ta have
�een reached. At this tirn�e, the Cantractar shall meet with City �and CT�'RR
Represen#ati�e, if applicable] to discuss tlzeir Gc�nstru�tion me�s and rn�thods
and ta determi�� what contingency pla�.s shall he impl em�r�t�d �ay the
Cantractor t� b�tter �nnt�al �round ma�rement.
�. If any af #he inst�xments ix�dicate movement equal to I 00 percent of tlxe
rnaxim� allowab�e perman�nt value has occurred, �he Cnntracior Threshald
value is said to have been reac�ed. At this time, the Cantractar sha11 st�p al1
wox�C immediately, and zz�r�st meet witb. t�.e City �and LfPRR Representafive, i£
applicahlej ta deternaine wha� contingency plans sha�l be iinpleme,�ted l�y tl�e
Cantractor, a.nd to develop a p]an nf aci�an hefare rvark can be resumed.
QTY QFFORT WORTH
CLE,�R F4RK F�RC.� A+iAi14
C1TY PRD]BCr NO. 1 p0946
33 D5 �14
SFTTi.FMENT MONT[nRING
Page 6 0£7
1 PART 3 - E�ECUTIQ�i
� 3.1 INSTALLEI�S [NOT USED]
3 3.2
� 3.3
5 3.4
S
7
$
9
14
11
12
13
14
15
1 �5
i�
1$
19
2Q
21
Contractpr sha.11 iz�stall and perfarrn a baseline survey of sI� surface settlexxi.exrt
mouitaring �evices at least 7 days priar ia excavatian or trenchIess constructian.
2Z a. For track xna�itoring poinrs sur�eyed with remote, autox,�a.ted equi�ment,
�.3 at least sev� (7j days of it�itial autornated �urvey rneasurernents shali be
� abtained as a baseline �anar to any e�cavation. Baseline rea�ings shall be
�5 taken, evexy faur hours tfl identify th�err�.al or oiher fluctuations
26 i�roughout th� day.
�7
28
29
Suxface M�nitoz�g Points: Initial �urv�y meas►u�enaex�.ts shall be obtaiaed. prior to any
excava.tiian and daily aftex beginning ex�a�atian, or trenchl�ss canstcuGtio�n.
3� 2. Track Manitoring Paints: All track manitorixag pQints sh�ll be surv�yed at least once
3]. per day once trer�eb�ess consttuctiot� l�egins. �'or trael� iaaanitari�g poix�.ts surveyed
32 with rernote, au.tanrkatecl �quipment [UPRR track crvssings), �usv�y
33 zx�easuz�emenfs shall �e taken at least once e�very four [�4} haurs after beginning
34 trenchzes� eanstructaon.
3S
35
37
3$
39
�40
E�NI[�NATIQI�i [IVQT USED]
PREPARATI�N
INSTALLATI�N
A. Gener�.1'
i. Moni#�zri,ngpoint lacations are shnwn on the Dra�srings. LTp to fitaen (1S} additional
m�nitoringpait�t loGations sh�ll he d�termined j�ointly bythe C'riy, fingineer and
Contracior in the �eld. .
�. Surveying of monitaring points �hhall conszst af determming the elevatifln ofea��
xxaonitnrir�g point witk respe�t tn a berx�.hrnaxk sele�ted by the Engineer to a�recision
of D.Q1 foat.
3. Ix�stall all m�nitoring points and instnu�a�ntatian �within ane-half �0.5) foat of tlae
horizontal an� vertic� locatian shown on the Drawiugs ax as directed by the Engineer.
�, The Car�br�ctaz� sha111�ate condults �nd undergr�und ufali�ies in all areas �vhere
k3az-i�gs are ta be drilled. and instruments iitstalled, Instrument lacatians sha�l be
modi�ied, as appraved by the City or Fin�incer, co a�roid inte�erence with t1�e existii►g
catlduilt ax�d �sti3ities. The Con�ra.cf�r shall repair damage f.o existing u�ililics re�ulting
frozn instiurncnt installa�ians.
B. Nlflnit,or�ng Frequ�ncy:
3. AIl rnonitoring poir►fs shall be su�rveyed at least ��,ce pcx day d.«ring trenchl.ess
constzuction aperations, Qnce #hese operatians are complete, a�I settlement
monitc��xng de,v�ices shall �e su.rveyed �nce per day for rhe first seven da�rs, a�ce �t 14
r�ays, �nd ance �t 3� day$ after cgmpletion v�the trenchless work. Additiax�a]Iy,
mnnitoring shall coz��inue at least we��rly until #.hnee coza�ecutive readings da not siwva
additianal permanent �na�emen�.
CI7'iC OF FORT WpRTH C:Lf�Alt FdRt� F�RCFi MA1N
f:t F'Y PRQ1E[:T I3�C]. 10I199G
33 A5 44
SETTLBM.BNT MQr31TbRIN4
PaBe 7 oF7
1
�
3
�
S
d
7
8
9
1Q
11
12
13
14
�5
I�
17
1�
i�
2�
�1
22
23
�_ Instrurr�ent Protectian, Maiutenance and Repair:
1. Praiect the instruments and surface cantral points frorn dama�e. Da.m.aged
instailatians shal.J: be replaced nr repaired prior to continuing excavatian, or treuGhless
canstructzan, unless permit#ed atherwise in v�riting by i�e City and Engineer.
D, Abandanment o�Instruments:
1. 5urface Monitoring Poin#s:
a_ AII surf�ce mnnitoring points on public praperty shall rernain zn place at th�
compl�tian a£the Work.
b, Rema�e all surfttre x��n,itaring points on pri�rate property during t�e cleanup
aud restaratioza wark, or as requixed �y iiie City or Engi.�eer.
CLEA�TiIP Alv� RESTURAT�bN
RE�IN�TALLATION [NOT IJSEOj
SITE QUAI.I'TY C�NTROL [NaT USED]
SYSTEM STARTiTP [NDT U�El]j
ADJUSTiNG [NOT U�ED]
CLEA�N�TG iNQT [7SED]
CLflSE�i]T [NOT �SED]
PR�TECTI�N [NOT iTSED]
MATN'I�ENAN�E [1VOT �S�l)]
ATTACHlVIENTS �NOT U�LD]
3.5
3.b
3.7
;
3.9
3,10
�.i r
3.12
3.13
3.14
LA.ST PA�E �F THIS SECTI�N
Re�ision Log
DA'lr''E MAME SLTMII�+IAR� QF CIIANCiE
CCI'Y OF FOItT VJflRTE i
CLFJ�R F�ILIC F�kGB i��[AIN
E.TTY PAbIECT Nq. 14U�9G
33 45 45
C�NTACT GROUTlNG
Pagc 1 of S
1
2
3
4
S
d
7
8
9
1�
11
12
1:3
14
15
1G
17
l8
19
SECTIDN 33 05 45
CQNTACT �RUiITIN�
PA�T 1 �� GENERAL
1.7 SLTMIVL�RY
A. Sectian includaes:
�.� 1.2
21
22
��
2�
2S
26
27
2$
29
a. Thi� item is considexed subsidiary #� High-Density Polyethylen� �HDPE)
Pipe fnr S�wer Force Main installatir�n.
Z. Payment:
a. The �rork perfaxm�d arid rnaterials furni�ed in acc�rdance u�ith t�is item
axe considered subsidiary to thc unit price bid per ]i�.ear foot of By 4ther
than Open �t installation o£ HDPE far Sewer Far�e 1Viain to be
cnmpleted in plac�, and no other c�mpens�tian will be allowed.
3� 1.3 REFER.ENCES
3l A. Refer�nce Standards:
32
33
34
35
1
�,.
CITY C]F FC]RT W{7RTH
�.
1. This sectian in�ludes requirement� far r.on.tact groFuting af all vaids caused or
eneautztered during HDD flperati.ax�s, the at�x�ular space hetween the HI]D
bore oz coaductar �asi�g �nd the prod►�ct pipe ta reduce risks p� surface
settleme�ts, and at th� �nds of cr►nductor casings tio stabiliae soi�s aztd create
a sm�ath transiiian i.nto bedr�ck,
Deviatians frorn tb.is City nfFart'L�orth Standard Speci�eatian:
1. THIS IS NaT A�ITY �F F�RT VV�R'�H �T.ANDAItD �P�G��CA'I'IQN
Related 5p�cification Sectic�gs inelude, but are not nec�.ss�ril� limit�d to:
I. Di�visinn 0— Bidding Requirements, Contract Fanms, and C:onditaons ofthe
Cantract
Reference standards cited in this �peci�icatian ref'e� ta the current refe�rezxce
standard published at the time of the latest r��ri�ion date lo�ged at the end of
this Speeificatian, unless a date is specifica�Xy cxted
American Sac�ety for Testi.n.g and Material� (ASTivI�
GI.EAB F4RIC FQACE MATN
EI�'Y PRdIECT iYfl. ia�996
�.
�. Division I � Ger�exal Raquir�mEnts
3. 33 flS �4 -- Settlemerit Monitaring
4, 33 05 4G — Hori�o-�t�l. IJ�z'ectional Drilling (HDD)
S. 33 31 26 —�Tigh-Density Polyet�iylene ��iDPE} Pipe for Sewer Force Maan
PRICE ANJ] PAYIV�NT PR��EDi1RES
11.. Measurernent and Payn�en�:
I _ 11+�eas�uement:
33 p5 45
CONTACT GRail'IiNG
Page2af8
1 a. C 39 Standard Tesf Metkrvd for Compressive ��rezagth of G�linc�rical
2 Cancrete S�eczmens
3 b. C 94 Standard Sp�ci�icaticrn for Ready-Mixed Cnnerete
4 c. C ld9 Standard Test Method �o�r Conxpressiye S#xen�th ofHydrazxlic
5 �ement Martars (Using �-inch G�he Specimens}
g d. C 1S� Standard Speczficatzan for Partland Cemexzt
? e. C�37 5�dard Specificatio� £ar Crrout Flrxidi�er for Preplaced-Aggregate
� C�ncrete
� B. [�i�Qt�C�]J�.iC.�.1 RL'�701'�5:
IO l. "�eotechni�al Engineerin� Study, Cleax Fork Lift �ta�i4n a.nd Frnrce 1VIain
11 Along Clear Farlc Trinity River from W. af Rogers Avenue to W. 5�' �treet,
12 Fnrt'�'orth, Texas", CMT Engineering, Inc_, Reportltiia. 1�3-2U-366, �ciab�r
13 3�, �D�O.
1� 2. "Addez�du.z�ri #.1_ -- Additional La6aratory Tesiing, GIea�r Fork Lif� �tatian aud
1� Force Mai.n Alang Cl�ar For� Tr�zxii�+ Ri�ver frorn W. af Rogers Avenue to V�.
16 5� Street, Fcnrt Wort�a, T�xas", CMT Engineexir�g, Inc., ReportNa. 1Q3-2Q-
17 36�. Decernber 1�, 202a.
18 I.4
l9
2U
21
�2 1.�
23
ADMIlITISTRAT�VE R�+ QU[REMENTS
A. All groutizag flp�ralians are to be p�rformed in the presence of the Engineer.
B. Natify the Engin�r at l�ast 24 haurs in advanc� of starting co�xtact gra�ting
operations
ST_1�11�TI`TAr �
A. Submitials shall be made in a.�cardance with Se�tian O1 33 a0.
24 B. AlI subrxaittals shall be apprQved by the Engine�r or the Cit�r prior io deli�ery.
25 C, Revzew �u.ad acceptance vf tl�e Cantract�r's submittats l�y th� �ngineer shall nat he
26 �anstxued iz� ax�y way as relieving th�e Coaatractar af its responsi.bilities under this
27 Cantract.
28 1.6 ACTYON SUSMZTTALSIINFURMATIDNAL S[TBMI�'TALS
29 A. Wark Plan and Methc�ds:
3U
31
32
33
34
35
1.
Subrnit a�rork plan far each t�rpe of con�a.ct grouting r�quired, includi_ng;
a. �vntact grauting methods and details af equipmez�t
b. �'x�rauting prn�edures az�d sec�uences
c. Lujectian pressures
d. Monitaring and �re�ordang equipment
a. Metha�s af cantrolliug grout pressu�re
CiTY OF F4R� WORTH aC[.,I�.AR f�URK i�QRC� MA[N
�j'['Y PRUJEC'I' I�fO. ]Ud99b
33 a5 45
CDNTA.C'I' 4RflUT11YG
Page 3 af $
1 2. Submit decails c��grout mix propartions, i�ncluding:
2 a. Laboratory test data ve�ifying the strength af the prapos�d graui rni�r
3 3�. Adx�ozxtures, includi�,g manufa.�tutex's 1i�era�ure
� c. SDS sh�ets
5 B. Reparts and R�cords:
6 1. IVlaintain and submit daily logs of �routing op�rations, incl�,ding;
7 a. Grauting Ica�atiflns, pr�ssuxes, �'olum�s, grout mi� pu�mped, time of
$ putnping, and any problems or ua�usual oi�servations an logs.
9 �. Grvu� Strength Tests:
l.0 1. Subrnit test results ��r 2�-hour and 28-day carnpressiv� sixengtka tests far the
1 I cylinder rnnlds ox gxrntt cubes ol�tai�ed during grouting aperatio�s.
12 1.7 CLUSEOUT SiJB1VIITT�I.LS [NC�7' CTSED]
� 3 1.8 MAYNTENA�C� IVIATERiA�i� Si3BiVllTTAIS [N�T i7SEDJ
14 1..9
15
16
17
l$
].9
2�
21
2.�
23
24 1.10
25 I.11
26 1.12
�X]A.LITY A�SURANCE
A. ('rrout �t�'ength Tests:
I. Prepaxe sarnples for 2�4-haur and 28-day carr�pressive st�ength tes#� accarding
to ASTM C3 9 for cylinder� ar A STM C 1�9 f�r cub�s.
2. Test samp��s a��ording to ASTM �39 or C109 as applicable.
3_ Grnut for tihe cyli�ders or �ubes sha11 �e taken from the nax�ie of the grout
in3ectian line,
4, Caliect at Ieast ane set af four (4) �amples £r�r each 250 cubic feet of grout
inje�ted }�ut nat less than ane sat for �ach grouting shift, unless directed iva
writing otherwi�e hy the Engineer.
DEL�VXE�Y, ST�RAGE, AND HANDLIN� �N4T U�EII]
I'IELI� [SITE} C�NDxTIdNS [NQT i75ED]
VL�AR�NTY [NqT U�ED]
2'7 PART Z � PRODiJCT�
28 2.1 il�1VER FT,]RN.i�HED [aR] �WAiER-SUPP�D PRUDUCTS [NQT USED]
�,9
3�
3 ].
32
2.2 MATER�I.LS
A. Materials:
1. �emen�: Cement sl�all lae Type IZ or Typ� IV Portland cement confo�rming to
ASTM C I50.
GiTY C}F FDIiT WflR1H C'LEAR FDRI{ PORCE MAW
CITY PRdlLCTI+fO_ 1 pq99d
33 D545
C4NTAL'T GRO[ITiNG
Page d af 8
�
2.
B�ntanit�: Bentcfnite shall be a cornmercially �ro�essed pawder�d be�tonite,
'L�7��roming t�+pe, sur;h a�s Imacca�gel, Bla�k Hills, ar �qua.1.
3 3. �{luidifier: 1�`I�idifiers s�all h�ld fhe solid �onstituents ofthe grou� in
4 �o1lc�idal suspensian, �ae campati�Ie �trith �h.e ceznent and water used in tke
S grau,f.ing wark, and cnmply with the requir�mez�t� of AS�"l�i C 9��.
� 4. A�mixtures: Qther admixtures may be used su�je�t t� the written appra�al
'7 of the Engineer to impro�e t}�e purnpability, to cant�al set tir�ae, tio hold saud
8 in suspension, ar�d ta pre�ent segregation and bleeding.
9 B. Ec�uipment:
If] I. Equipxnent far mixiug �nd inject7.ng grout shall be ad�quate to satisfactarily
I I tnix an�. agitate the grout �xid farce it into the space to lae g�-outed, in a
12 continuou� flaw at the desixed pressure. Pum.ps s��ll be capable �f
13 continuously developing a sustained pressure of 15 psi in exce�s nf existing
1� gr4u��d�ater pr�s�ures at �e groul p�rt conn�c�ion.
1� 2. 'I�vo pressr�u'e gauges shall be pra�rided, ane at the graut �urnp and one at the
1� callar af each part being grc�ut�i. T'he accuracy af the gauge� shall he
17 periadically checked �vith at�. accur�tely ca�ibra� preasur� gauge. A
1$ �ninimum of twa spare pxessure gauges shall be availabl� on site at all times.
19 3. The grouting equipmen.t shall be pr4vided with a meter ta d���rmine the
�D valurne af grout injecteci. Tk�e metier shall be calibxated in cuhic fee�: to the
� 1 zaearest one-t�nih of a cubic faot.
�2
23
2�4
�. The gra�trng equipnne�zt sha11 be mair�tained in satisfactory aperating
canditian �hraugnaut the course of the ��c�rk t� ensure �ntzxzuaus aa�.d
efficieni p�rforrnance duxing ,�muting apexatzon.s.
2S �. C'rrout hases shall have aa�. zx�side diameter nvt less than 1-112 inches and �hall
26 be capable of withstanding the ma�imum water and gxout pressures to he
2� used.
28 C. Desi� �iteria:
29 1. Contact gxout shall be used ta �ll any �vaids caused or encountered c�uring
30 HDD drilling, to f;11 th� annular s�ace het�reen �he xnn bore or con�uct�r
3�. casing at�d the prcrdu�t pi��, and at the ends nf coxzdu�tar �asings ta sfabilize
J� sails and create a�maath transition inta bedrock, as shown on th� L�rawings.
33
34
35
2. �ere called far on the I�rawin.g�, grauting of the bore annulus sha11 be
completed withiu ?2 kaax�rs of pullback.
Grout lMzxes:
36 a. Deuelo� on� or more graut mixes designed ta campl�tely fill t}.�e az�ular
37 space, to stabiliz� soils ar�wnd thc cnd af canductor casings, ax�d to
38 pravxde ac��ptahle strezxgth tv pre�vent settlement.
C`,ITY OF F�F.T WORTH CLEAIL h'[]IiiC F'{]RC'R. �+TAlid
CT`I'4' 1'1Li]]�C:.i' NC). ]O(1996
33 �i 45
CDD1'I'ACT GTtOU'TING
riaga 5 af S
1
2
3
4
5
�
7
b. Grout used at �nds of conductor casings sha11 �e af a strength that allaws
far efficient transiti�n af the reamer into hedrock.
c, Detenmi.ne ?�-houx and 28�day streng�a af each �rau# mix in aGco�'dance
with ASTM G39 c�r C109.
d. Al1 grout mix p�opox�ion.s shall be subj�ct to review and ac�epta�ce by the
Engi_r�eer.
4. C�rout Campa�ition:
8 a. Grout ahall cnnsist of P4rtiand cement, bentanite, fluzdifiex as necess�xy,
� and water in th� �roportinns spe�ified k��rein oY as a�pzaved by the
10 Engix�.eer.
11 b. Sa�d m�y he added to the grout mix in instanccs of t�ery high graut takes,
12 as apprQved in w�ritang by she Er,gineer. The addation af sand rxxa�y ��quire
13 a�dditional water ar �luidifier to he added ta the g-�out mix.
��
i[+7
1G
17
i8
19
5. Co�npressi�e Strength:
a, The rniniu.x�ux� cnmpr�ssive streng�h �t �.4 haurs shall be at Ieast 50 psi.
b. Gra�.# use� at the ends of cnnducta� casing shall be caordinated with �he
HDD subcantractar to achieve intended funci�an af srnoathing transitian
af reamer iutv bedrack, while allavving far ef�cient e��avation by the drill
taoling.
2� PART � - E�ECi]TXaN
21 3,1
2,� 3.2
23 3.3
24
25
26
27 3.4
28
�9
30
31
32
33
34
3S
36
INS'�'A�LLERS j1Y�T [l'SED]
E�A.1I�IIVATIUN [NUT TJSED]
FREPARATIaN
1�,.. Gr�uting shall nai begin unt�I the followir�� have be�n campleted
I, All requixed suh�nittals have l3eera made and the �ity a�adlor Engineex laas
reviiewed and acce�rted alI submittals.
E�ECi�TI[lN
A. �'r�neral:
1. The Contractar shall use cvntact gr�uting to oampletel}+ fil� the HDL7 hore
annulus betwee�x� the praduct pipe and the ��re wall or coz�ductar casing. At a
minimum, 75 f�et of th� aa�ulus at eac�a end of the bore sl�all be grouted. See
the Drawings far addj.�ianal required Iength of bore ta be gr�uted at eacla end
�f certain HDD hores. 'The bore annul�s shall he grauteci within 7� houxs o�
cornpl.etian of pu�back. The groUta�g shall be campleted prior ta tk�e pig t�s�t.
Z
The Contra�etar shall use ��ntact grouting to stabiiize soil� af �h� end vf each
cnnductor casing and pr�v�ide far a mare stable transition into bedrock.
CTT'Y C]F FORT 1HDRTfi CL$ft� F�RK �DR[.8 MAIN
CITY I'RDTECT l�a. 1d0996
33 65 45
C�NTAi:T GROLTTIh1G
Page 6 of $
1
Z a. The C�ntractvr shall closely monitor grouting aperaxians arzd take care to
3 prevent the spil� ax e�cape of graut ta the gr�rxn�i sul-face, into any water
� bndy, ar ix�to any sanit�`y or storm sewer.
5 h. An� such spill sha11 be immediately contained an� cleaned up by ihe
� Contra�tor at nv additional cost.
3. Spills:
'1 �. Durix�g grouting wor1� �arovide for adaquate dispasal nf all waste grnut ar�d
8 wastewatex. Remav�e aud praper2y dispose af a[1 wastc grout re�ulting frorn
� g�outing operations. The caxatants nf grout lines shall not be disc�a�rged inta
1�0 th�e pip.�, san�tary sewers, storrn drains, or w�ter �aodies.
I 1 B. Mixin� a�nd Injecixan 41FGxaut:
l2
13
14
IS
16
].7
1.
�..
3.
�.
AIl m�terials sk�all he free af lumps when put into tlae xz�ixer and the grvut
mi�c shall be cnntinuausly agitated.
Crrout shalt flow unimpeded azad s�aalI compietely �Il a11 voids.
�rout nat injected vvithin 9Q minutes t�f rnixing s�iall la�e v�asted.
Th� grontin� process shall be ap�ra�ed and �ontralled so thai t�ae graut is
delit��red �uaif�rmly a�d steadily.
18 5, R�circulate gmut mixe5 when any new r�ix is batched or after addirig water,
19 flu�idifier, or sand to mix. Recirculate tnix far at least � minutes �arior to
2D pur�rping gxout into gr�ut part.
2I C. Atmular Space G�rou�it�� ofHDI� �ip�line:
22 1. Carntractnr shall. g�raut the annulus between the HOD bare and product pipe
23 or �raduct pipe and canductor �asing at the entry �d exit ends of the HDD
24 pipeline as s�owx� on the Drawings.
2� 2. The Canlxactor shall graut the annular space between the hare ox
26 condu.ctor ��siz�g and �roduct pipe within 72 ho�rs o� campletia� af pipe
27 pullba�k.
:
29
3�
31
3�
33
34
35
36
3. �'rrouting shall occur before th� pig test.
�. Grautir� may be accnmplished using metha�s described helo�sr, �r an
a�ternative submitte�. hy the Cantractor, sul�ject to Engineer's appru�val. The
Co�tractar siial� ezasuxc that �rout�n� of tha annulus da�s n�t resrxlt iri
se�tlexnent, hea�e, ar dam�age ta the product pip�, regardless af t�e methad�s}
used,
�. Tremie pipe: T�texnze pipes shall 6e in.serted at least 7S feet inta the bore
from each ezad a#�ter pipe pull�ack is earnpletecl to grout annu�us at ex�ixy
and ex�it sides.
c�rx o� FoxT wox�ri-z
fTT.H.AIL l�C]RYti t��RCEMAIN
C1TY 1'RC]J�C:'1' MO. 10U99Ca
33OS45
CC]NTA.CT CiROUTING
page 7 vf 8
1
2
3
t�. Tremie gra�at pipes s�aall be nat less than 1'/d-inclt �chedule 80 P�iC, and
sha1� be inserted at the crown and at 2 Iocations 64 degxees frorn the
C�'4Wi1.
4 c. T�e�nie pipes shall be fi�ted with a plug at the leading end to prevent the
5 graut pipe �rorra becomin.g pXugged with soil c�r slurr� as it xs pushed into
6 the bore. The plug shall lae duct-tap�d or texxzpararily secured in suc� a
7 rnazaner that it shall be ejected by the graut injection pxessure,
g d. C'rrout wi11 be i.njected it� suf�"ici�nt volume tn com�letaly fill the
9 annulus as the tremie pipes axe withdrawn.
1� e, Grouting pressures �hall t�e care�'u11y contralled and mQnitored ta a�aid
11 applying ex�essive pr�ssure to the pipe and to a�oid he�ve �r
] � hydrofracture.
l3 f' Grvuting shall continu.e uniil grout of the same �onsistency ax�d calor as
1� that being injected issues faxth f�rom the bar� enixylexit, ❑r until less than
1S 1.� cu�aic foat can b� p�unped t�vrough any tremie grout pipe in fiv� �5)
X� minutes at the maximuna allowable pumping pressure.
�7
1$
I9
g. If graut �annat be inj eeted �rough a tremie grvut pipe, or i[' it fails during
the grouting p�rocess, Gvnix�.ctar sha11 attempt tci install a replacement
tremie groui pipe, and re�ae�t the tremi� grauting at f.hat locatian,
2p i). G�nfiact G�rautiag af Batt�am Ends of Condu�tar Casings:
21 I. Cantractor sha11 grout at least 25 feet of the bare, �irorn the end of the
22 cc�ndu�tor cas��g to the contact with bedxocic, prior to reacnimg th� bore
2� beyand 18 inch�s in diameter.
�� �. The �nntrac�o�' shall clean o�xt the casing and tf�e transition zane by
�5 advancing an auger or raamer witti minimum d'zameter o� � 6 inc�es through
�6 the casizig and tn the coniaci vvith bedrock, prio� tv �ontact gro�rti�g aF the
�7 �ransitian �ane. The bore shall be filled with drilling fluad during the
28 cleaning and grouting operations,
29
34
31
3Z
K��
3. Crrautiz�g 7n�y be accornplished usi.ng methnd� descri�aed belaw, �r an
a�texuati�ve submitted hy t.ke Cantractar, suhject tn Engine�r's approval.
a. Tremie pipe: 'i�emie pipes sha11 be ins�rted itito the candu�tor �asing tn
�lacc grvut at the end af t�.e �onductar �asin�;.
b. Tremie grout pipes shal] be not les$ than 1'�d--inch Schedule 8� PVC,
34 c. Trena.ie pipes shall he fitted with a plu� at the lea�iing end ia pre�ent the
35 graui pip� from becomi�n.g plugged with snil or sluixy as it is pus},�ed into
3� the laore. The plug shall be duct-taped or tem�orarily secured in suah a
37 manxaer that it �hall be ejected by tkae grout it�jectian pressure.
3$ d. Graut will be injected in suf£�ci.ent volurne ta fill the �ore
3� hetweeu tkze end of the conduotvx casing and the can�act w3th bedr�ck_
CIT� DF FDRT WDRTC-I CLTi.b.R FORK PORC� h�lALid
�I'i'Y PR47EC'C AfO. 1 a0996
33 05 dS
CONTACT GRQUTLNG
Pagc S of 8
Y
�
3
�
�
s
�
8
9
IQ
11
I �,
i�
1�
1�
1G
]7
e. Grouting pressu�res shall be car�f�lly contr�Iled and m�nitared to avQid
hea�e nr k�ydrofractux�e.
CT,EANilP ANl) RESTQRAZTON
A. Cleanup:
1. Afiter campletion oF �ontact gra�ttiug, aIl relaterl cans�ction debris, graut,
ai1, grease, and all other materials sha�l be re�na�red £rom alI Coniractar wo�k
areas.
�Il��TALLATI�N jNUT U�ED]
�ITE QU�TTY Ca3�ITRQL [NUT irSED]
SYSTEIVI STARTCIP [NQT iI�EDJ
AD.TUSTING [IVUT USED]
CLEAlYIl�TG �IOT uSEn]
e�r.,os�ovT ��vaT UsFn�
PROTE�T��N [NNUT iT�ED]
M.AIl�ITENAN�E [N�'C USED]
ATTACRMENTS [NOT CI�ED]
LAS"C PAGE QF T�IIS SECTIQN
3.5
3,G
3.7
3.8
3.9
3.1Q
�.�1
3.12
3.13
3.14
Re�rision Log
13ATF NAME SLTMM,�4RY UF �;�TA]�TGE
18
CTTY �F �QRT W ORTH
CLF.AR P�RK FdRCE MAW
CI'fY PizO]'�eT I+�O. l Od995
3� as a6
HQRLZ�NTAL IiIRECTIaN1U. I7RILLIh1G
page 1 oi18
1
2
sF�Tzorr 3� o� �s
H�RX�C]NTAL DIRE�TIONAL DRILLZNG (HDD)
3 PAR`i' 1 GENERAL
� x.� sum�n�x�
5 A. Sec�ion includ�s:
,
k
.
10
11
1�.
l.3
14
1�
1�
17
I8
1 � 1.�
2U
�1
22
23
a. This Item is co�a�dered subsidiary tn HDP�, Pipe for Sevaex ��rce Main.s
instal lation
�4 �. Payrnent:
�5 a. The w�rk perfonned and materials furnis�.ed in accordance with this Itero.
2� are co�sidered 5ubsidiary ta the unit �arice bid per unit Iiz�x �not of HD�E
2? Foree Mains by HUD to be compl.eted in pl�ae and na athe� �ompensatian
28 �v�.11 Yae allowed.
24 1.3
30
31
3�
33
3�4
35
36
1. Minimum requirezne�ts for the x�.stall�tion o�' HI�PE pipe using horiza�tal
directinnai drilling (HDD�. HDD shall be used ta install HL�PE af the lo�ations
slaawn� on the Drawiz�gs. Pipe shall be prot�ided in ac��rdance with 33 31 26 —
HL]PE Pipe �or Sewex Force Mains.
D��iati❑ns fram tlri.s City of Fort Rlarth Stan�ard S�ec-ification
1. THIS IS NOT 1� CITY UF FDRT i7�pRTH STAi�iUARD S ECIFICAT`FON
Related Specificati�n Sections include, but are not necessarily iimit�d to;
1, Division �— Bidding Requirerne��s, Cani�xact Farnis, and Conditi�ns af the
Cant�ract
H
�
2. Llivzsion i— General R�quir�rnents
3, 33 OS 44 — Settlement Monitoring
4. 3��5 45 — Con�.ct Grnuting
5. 33 3] 2� — High-Density 1'oly�tt�ylene �HDPE) Pipe for S�wer For�e Mains
PRICE Al�TD �.�Y1VIENT PROCEnu1�ES
A. M�a�urement and Payment:
I. Measurement:
REFERENCES
A. Defnitin�.s:
1. A7nnular S�ace: The spa�e betwean the final rearned HI]D baxe diamet�r, or
canducta� casing, and the installed pz'oduct pip�.
�.. Conductar Ca.sing: 4ne �r more steel casing pipes instaZled at tb�� entry andJar
exit locations of tk�e horehaie to stabiliz� the �are�ale. The conductar casim�
reduces the risk of collapse of th� barehole during HI]D operations, allov�in�
drilling fluid circulatian in s�ils prone to squeezing or collapse, The casing alsa
CITY 4F FQRT WOIt1'H CL�AR POItK FDRt� M.�IN
GTl'Y PR�dECTNO, 1�499fi
33 45 46
IiORI2{}N'Z`AL f)IRECTTC]hIAL D�tII..X.Ii�fG
Page 2 af lfi
1
2
3
4
5
b
7
S
9
ld
re�uces the risk af �ydcaulic fracturing of �he so�. a�xd creation o� a seepage path
ta t.�e surface, until suffiaient grourid covex �ax� be ahtaineci ta pxe�rent
inadverteni drillzng fluid return�.
3. Drilling FlazidlMud: A mr`xture of watear, benf.��ite, a,rxdlor polymers
Gantinuausly puznped ta the c�riil�ing tools to facilitat� the rernaval of �ut-tings
and the stabi�izatian of the hore. Tk�ese fluids alsa cndl ihe cut�ing taals and
lubxica#e the drill pipe and product pipe string.
B. Reference St�nda�ds
I, Ho�.za�tal Directivz�.a� Drilling Goad Fractices Guidelix�es, Noxth A�rnerican
Saciety fnr Trenchless Technology, 4t� Ed., 2� 17
11 �, G�otech�ical Repnx�s:
1� 1. "Creotechnical Engin�ering Stud�r, Glear Fark Lift Statian an� Far�e Main Al�ng
� 3 C1ear F�rk Trinity Ri�er from �. af Rogers A�enue ta �T. St'' Street, Fort Wvrth,
1� Texas", CMJ Engineering, Inc,, Repa� No. Ia3-2D-36b, Qctol�er 3�, 242�,
15 2. "Addendum #�1 — Additional La�oratary Testing, Clear Fork Lift St.a.tian an�
I b Farce Main A1or�g Clear Fark Trixuty River f��arx� i7[T. a�' Rogers Av�u.� to �.
17 5�' Street, Fort 'L�Iorth, Texas", Cl1+LT Engineering, Inc., Repcar� No .]�3�2U-366,
18 Decembe� �U, 2�2�,
� 9 1.4 AI�MINI�TRATNE REQII��MENTS
2U A. The �:antra�tar shall pr�vide at least '72 hours advance writtcn natice ta the Engineer
21 �f the planned inception of major dri��ing acta�riti�s, incTudiz�g oonductnr casing
2�, in�tallatzrnn, pilnt bore laun�h, pre-reaming, reamxng, and pipe pullback.
23 B. The Co�ztraotax �halI irnmediately natify the En�i,neex, in writiug, w�.en any
2� significa�t problem;� are encauntered or if ground condi�i�ns axe Gonsiclered by the
a5 Cantract�r ta t�e mat�rially aur►d si�ni�cantly �tifferent than those r�pre�ez�ted within
26 the Coatraci Dacuments.
27
28
2�9 1.5
3�
31
C. AlI work hy the ��ntz-actc�r s�all be perfarmed in the prese�.ce of the Ez�gineer, �ruless
Enginee�r g�rarats prior wxitte,n approval tQ perf'oxm such work in En�ix�.eer's ahs�nce.
SXTBMT�"�ALS
A. Submitta.ls shall be made in accordancewith Section O1 33 (lD.
B. AlI submi#t.�s shall he �pp�Q�ed by the Engineer or the City prinr to deliv�zy.
32 C, Review and ac.�epta�ce of f.he Contraetor's su�mittals by fhe Engineer sha11 nat be
33 ca�astaued in any way as xelie�ing the Car�tractar af it� respvnsil�ilities under this
3� Co�ntract.
35 �.6 ACTIUIV SUS�VIITTAL��IINF[IRMATI(}P1TAL SUSM�TTAL�
36 A. Qualifications
�
�•
.
�
1. S�bmit names af the HDD Contractor, superir�tendent, o�aer�tar, l�ey pe��z�nel,
aiad surveyar, Submit persv�u�.el quali�ication in accardanr.� w�ith Paragraphs �.9
�l.
CITY �F F�R'I' WOit'I'FI CI.TAR �OP1� FDRCE MACN
CiTY PRo7FCT hIQ, l Od49b
33 05 46
H4RI201+iTAL DIRECTIOIVAL DRiI.LINQ
Page 3 Qf IS
1 �. Submit qualificatioas and training recards for t�e site s�x'ety xepresentati�e.
� B. Shap Dr�,�vingslWnrk Plarxs:
3 1. S�bxrait an HDD Wor�C Plan �ample�� with dria�ings axad written descriptio�
4 zdez�tifying detail� afthe proposed methods of cansi�ruction and the sequenre of
5 operations t� be pez��rmed duxing cnnstruction.
� a. The �axl� P1an shall discuss the installatian o£ c�n�uctor casing, pilot h�1e
7 dxilling procedure, t}ae r�aming apera#ians, the pullhack procedures,
8 internal gaug�r►g, a�nd shee�aing and shoring.
9
10
11
12
13
14
15
i�
17
�, l�etailed descripti�ans of alI equi.�ment and materials to he used for the
HDD in�tallation, includin.g the directiox�al drill rig; drill rig aa��hormg
systern; propased pilat bore and z-eaming tooling; dawz�hole fluid pressure
tool; downhole gai�dan�e system; propnse� drilling fluids and additiv�s
(includi�g SDS sheetsj; drilling fluid mrxixag;, pumpi��, and cleaning
systenn.; pipe pull head and svvivel; �ipe ballastiz�g; pi�e k�oisgng and rallers
for �ullhack. Descriptiona of equ�pment sha�l include rnar�ufactux'ers'
5�]�C1�1C��1DriS, C&�lY►r41t1bI1Sy �ppm�riate drawings, �laatographs, �xad
descriptions ai ariy m.oclificatians �ince manufacture.
1g �. The HDD VL�ork P1an ahall include a�etailed plan and profile drawir�� vf
19 the bore showing any praposed deviations fr�m the Drawzrtgs and plott�d
20 at a scale t1�at coz�forms ta the Drawings.
21 d. Subxzait sketches ri�epicting tl�.e laynut and locations �f e�uipment wit�in the
22 w�rk area.� and canfirm t�at all HDD operatians, inci�ding pipe layaut,
23 fusifln, at�d pullb�ck operataons, will b� carnpletely cQntaine�l within Lhe
2� tezngorary construction eas�rnents sh�wn �n th� Drawings.
�5
2b
�7
e. The HDD �ork Plan s1aa.I� explicitly address and satisfy all permit
requirements.
2. Drilling Fluids, Purnping 5ystem, aud �oil5epa�atian Ptant:
28 a. Subnait details oi� the dri.11.ix�g fYuid rnixin�, pumping, and cleaning systems.
29 �cluc�e dimensions, manufiacturer's specifi�atians, pump capacity, and
3 0 details on tlae sys�em.
31 b. Subrnit deta��s af the �rapased dxilling fluid mi� design, including
3� praposed fluit� cnnstitiients, �is�asifies, and mud weights. Descxiptians o�
33 drilli�g fluid additi�es shal[ t�e a��oznpaniec� by Sa£ety Data S�ee�s (5DS}
34 ax�.d m�nufact�xrers' description� axad wazranties.
35 c. Suhmit auticipated driillin�; fluid volumes, £�ow rat�s, ax�d �a..�it�nu�.a
36 drillin� �nd rearr�in.g rates for pilat bare and ea.ch reaming pass to maintain
37 circulxtian and achie�e bare cleaning. Carafmx� that pump caga�ity is
3$ adequate for ttfese auticipated drilling rates �ox the drilling fluid wei�ghf,s
39 and viscasities pzaposed.
4� d_ Submit plans for cantaitaxr�ant af dxilling fltaids at ex�try and exit locations.
CT�'Y QF FOAT W4R'CH
CLSAk t�flRK FORCE MAIN
CT"['Y P1tflJECT NQ, f 9fl99fi
33 QS 4G
HQRI��NTAI.I7IRBGTlbh1AI..17RTr r.rnrG
Page 4 of 18
1 e. �ubmit �laias for dispasal of aIl spoxls and reamaian.izag drilling #��zids
2 r�sulting fro�n the HUD constructian. The Coniractar s�Za11 identif`y th�
3 disp�sal site ar�d submit a lette�• indicating willingness and legal auth�rity
� to acc�pt the descrihed and anti�ipated r�aste produc�s.
5 3. Surveying Equipment:
6
7
$
9
1�
11
1�
13
��
15
�G
17
18
19
zo
�1
a. Subznit records of equipment caJ.ihra�ians and certi�c�tivns f�r a11
equzprneni used far dvwnhale wireline suxvey arid �rack�ag af the dri�I
head. .E�roced�ues for operating ihe dawnhole �vireiine survey t��ls sha11
be described, including tx�easures tv uexify the accuracy af the equipment
readings, azxd intended placement a� axay surface caii to be used in
conjunctz�n wxth th� d�wn.hole tool.
4, C�nduct�or Casi.ng:
a.
�
c.
Submit detaals nf conductor Gasings, including diarneter, wall thiClen�ss,
and tatal Ien�gth.
Submit a c�etailed dz�a�vzng vf �e cutting sho� fnr e�ct� �ea.ci casing.
Subrnit a des�riptian af plar�z��eci method of installation f�r �h� condu�.�tar
��sing, including details far any plann�d teIescoped casiungs.
d. Submii a descriptian of planned me�laods for cIeaning out casings and
grvuting transition area at bedra�l� contact, in accardan�e with 9�ctian 33
os 4s — canta�t Grout�rig.
C. Calcul.�#ions
�2 1. �alcula�ons shal] l�e co�asistent with inforrnation provided �n the Geotechr�cal
23 �epaz-ts. Calculations shal }a� �ax��ared, s�arnped, and signed by a Civii or
24 Stnictural et�gineer licer�sed in the Sta.te af Texas.
25 2. All assurnp�ions used in the c�lcu�afions sb�all h� pravided, in�ludixxg tlae pilot
2G and final bore diameters, drill pipe diamet�r, xadius af cu,rv�atux�, ent�y and exit
27 a�gles, assu�ed drilling f�uid weighi, assuzne€i drilling £luid �visco�ity, and
2S wlaet�er pipe is assu3med to be filled ar empty during pulJ.bar.k.
��
30
31
32
33
3�
35
35
37
38
39
40
3. �ul�mit c�lc�zlaiians of the �stimated pul�b�ck �oads far the canditio�ns and
operating pr�cti�es �ticipated,
4. Subxr.�t calculations for pipe stxesses e�pected ta result fxo�m the pullbark,
l�endiz�g, fluid b�ckling Iaads, �arth loads, groundwater loat�s, and any other
iustallatian laads ��ected to be exerted on the pipe.
�_ T�e CQntract�r Shall subxnit calcula#i�ns zd�ntifyiug khe �riti�al downhole
pxessure tnat wauld cause hydr�fracture or inadverient dzilling fluad returrzq.
The Gonira�tor sha1l subxnit an a�nular pressur� diagram f�r the length �f t�ie
aligu�aaent ba�ed an th� drill path de�th, retur�� drilJing flui� density anc�
visc�sity, and the diam�ter vf the pilot bare and drill pipe. `Iiie pressure �iagr�a�
shall zndicate rr,aximum allowab�e pressure and mininaunn pressure req�ired ta
rnaintain �Juid circulation thxaugh the �orehole.
CITY �F F�R1' WOiLTII
CLEAR FOR]C PORC� A+TAIN
CITY PR01FsCT Nfl. 1 �Q49b
33 QS 46
HORI�QNTAL DIItP,CTYONAL DRILi�lf'r
Page 5 of 1$
1
�
3
4
5
d
7
$
9
1�
11
J.2
D. La�atin�, Manitoring, and Pratectioz� af Ad�acent Structures azad Fa�ilities:
1. Prd`ride dctails on measuxes to be taken % lc�cate, manit�r, and pro%ct all
existimg utilities, st�uctures, and roadways in accardax��e with Section ����45 —
Settlement Manitoring.
E. Schedule:
I. �ubrnit a detailed schedule £or th� HDl7 znsta�lations sl�awing aIl rnaj�r
CDI15ti"LICt1�21 acti�viti�s and durati�ns, with beginning and cc�rnplet�an dat�s
shown. Include:
a,
b.
G.
"�ne�Call" ($11) uixliiy 1�cata requests, and �is�al c��firmatian of aiI
crossing utilities.
Rig mabilizatian and setup, including suiface coil izastallation and survey.
Conduc#Qr casing i,�stalla�in�.
13 d. 1'ilat haze drilling.
l4 e. Pre-reaming axxd reaming.
l 5 f, Layou� and thez7mal butt-fitsing of pipe-
1 G g. Pressure testing of pipe prior ta p�Illaack.
1? h. �°inal rearning and pullba�� af pipe.
l8
19
��
21
22
23
i.
1•
k.
I.
m.
Pressure testing af pipe �ftez installation.
Man.d�eUpig test tn �on�'i.mi defvrn�ations of pipe are within alfavc�able
to�exaxrces.
Contact grnuti�g of the annulus.
Cleanup and demabilizat�r�n.
Tie-ins and surface r•estora�an.
24 F. Daily Lags and Recc�rds: Sub�cait camp�ate, legible, wri#ten daily logs and re�ords in
25 accardance with Seeti�n 1.9 B. Daily logs and z�cords shall }�e provided ta th� Owner
26 by noan nn the day fallawing the �hift far �hich the daca or rec�rds were ta�cen, The
2? rec�rds �ha[1 he sul�mitted as canstru�t�on pragresses and at the co�pl�tion af
�$ G�I15f�LiCtI071.
29 G. �ilot ��re As-Huilt �ra�ile: The Cantractar shall submit an as-built plan and profile
30 oC the pilot hare withiu 2�i h�uxs �f camp�etion af tkae pilot bare, anr� be�ore reaming
31 or pullba�k b�gins.
32
33
34
35
36
37
H_ 1'ipe Fiiling Methads: Th� Ca�ntractox sb�ll subxz-�it naethods aud proce�lures far filling
the pipe with fl�v.d he�'ore pullhack to redu.ae pipe i�uaqan�y.
I. Surface Sp�ll and li�ad.��rtent Dril�ing Fluid Ret�urn Cor�tingency P1an: An HDD
S�xface Spill and Inadvertent 3�nil�ix�g Fluid Return (ID�R) Con�in.g�c� Plan b�as
been prepared and is a��e�ded ta tfae CanixaGt T]ocuments. Tbe Cantra�trn �hall adapt
tk�„e a�pex�ded plan. The Contractar shall submit a letter signed by an authari�ed
CITY OF �ORT W�R'!gi
Ci,F.AR F�RIC PORCE� 3utA4�I
C1TY PR�78CT I�O. i 00996
33 OS 4G
I3flRIZQblTAI.1]IItECT10NAL 17�tU.I,dNG
PBge 6 af l�
1
2
3
�
representative confuming that �e pXa� w�z111�e followed. The C�ntractQx shall submit
the follo�ving:
l. The name a�d t�lephone nuxnber af the onsite persoz� wh� u�ill have
�espax�sibility for implem�n�ing t�e p�an.
5 Z, The per�oainel on�i.te during the ez�tire HDD installation �i'pC�SS with
� resparisibiliiy for detecting wh�ther spills or surface returns have ace�zrred.
? d. Safety Flan
� 1. Subxnit a Safet�r Plat� for the HI7U operatian,s inclucling;
E
IO
�
�
The name o£the Caniractaar's Site Safeiy R�pr�sentatirre
Emergexacy teYephnne nuxnbers far rnedieal fa�ili�es
11
12
c.
Pr�cautions far handli.n� axid disposal of �ny ha�azdvus or �lammabie
mate.rials.
13 d. Code of safe �r�.ctices and an emez�gency plan izz accardance with OSHA
1� requirernents.
1 S Z.7 CL�S�Oi7T Si1RMITTAL� ��TUT C7�E1]]
1� �.$
I7 1.9
11�A�N�'�`.�YANCE MATERL4� �CiSMI I"I'ALS [JYQT il�Ell]
QT]ALITY ASSURE11�iGE
] 8 A. QuaZi�cations;
19
�0
�I
22
�3
24
25
26
�7
2'8
29
30
31
32
33
3�
35
l. FaiIure ta tneet the qualifi�a.tion requirements is �'ailure ta f�1fi11 th�e �vntr�ct
and the Contractar sl�all b� required tn obtain a sulacontr�ctor that me�ts the
qualificati�t� requirerne�ts.
2, The �ontractor s,ha.11 furnish evi�ience of succes�ful experience b�+ including
praject owner, praaect name, l��ation, d�ame�er, lez�.gt�a, depth, groux�d
canditznns, any pro�lems er�co�a.ntered and hor�v resQlv�d, and any claims and
t�ow resolved. awner's repr�sentat�ive with address �d telephone nuznher shall
be provided.
3. HDD �flntra�tar:
a. Tb�e HD�D Gantzactor shall ha,ve at least ten �1Q) y�ars flf rle�oraaxi.st�ated
successful expex7.ence installing pigelines using the hor3zantal directional
dri.11i�g process nn at ten {10) projects wiih. similar diam�ters, installatzan
Ien,�,tkas, and gt'ound canditions,
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At 7east three �3) bores rn�ast in.clude tw�enty-four (24} inch auter diametez
or lar��r pipeline installatians.
These projects shall include at lea�t two (2) iridivi�ua.l baxe lerigths of �t
least 1,50� feet,
3d d. The H�]J] �ontt�,ctor s1�$11 de�flnstrate success£ul campletian of at least
37 three (3� }�ores cazastxucted through fu.11-fa�e rock canditinns.
38 e. The HD� �Qn�ractox s�iall dernanstrate succe.ssful comple�zan of at 1ea�t
CITI' CIE PdRT WDRTH CLE�11Z �[?RIS F{]12CE MAIAI
C1TY PRQdEL;T1Vp. lU(1496
33 �5 4b
HORI2�MTAL DIRECTiONAL DRJLLT�1'G
Pagc 7 of 18
1 three (3) �ares where HDPE pip� �r�s installed witb. horiz�ntal directi�z�al
2, drilli�.g techniques.
3 f. �antxactar shall subr�it names �f a m.iuimum af two qualified
4 s�peri�te�ndents and twa quali�'ied HDD rig opexators to a11ow far �4�7
5 dril�.ng ope�aiians, as rnay �e required by �TPRI�. Contraatar shall also
6 demansixate overall crew capabi�ity to perfarm HDll opexa�ians dn �► 2�17
7 basis.
�. HDD Cantractar Pe-rsonnel:
4 a, The HUD Conixactor shall �mpla�r sl�ill�d, experienced superintendent{s},
i 0 drill rig ape�afiors, fi.�sian machine aperators, and other �ey p�rsonnel.
11 b. Th� superintendent�s} and drill rig aperatars shall each have at least five
12 �5) yearrs of su�cess£ul experienc� using the HL7D pyrvicess, on at l�as� fi�e
13 (5) projects witb similar diarneters, pullback �ength, and ground conditions.
14 �. The superintendent�s), drill rig v�e�ra.t�x, and fusiar� mac�ine aperato�rs
15 shall dezx�orxstrate successful carnpletion of at lea�t three {3) lwr�s r�here
I6 T�DPE pipe was ix�stall�d with horizontal directional drillix�g techniques,
17 d. The superintendent�sj aad dxill rig aperator sha11 demanstrate successizzl
�g cornpletion of �t le�st on� (1) k�ore with pipe diame#ers af at least twenty-
19 faur �24} inches.
20 e. Tlae su�e�iniendent(s) and drill rig aperatar shall dernonstrate successful
2 X compleiian nf �t least one ( l) hot�� with a bore lengths nf at least 1,506 feet.
22 f. The superintendent�s] and dz-i11 z'ig operator �hall demonstra#� successful
23 carnpletian af at least tvvo �2) hor�s c�nstructad #�xaugh full--facc rock
2�} conditians, -
25 g, The HI]D CantxactQr sha11 funriis� zesumes flf t1�e sup�.tendant(s) and
�5 o�ators. P�xsannel experience recarda shauld include projeat narnes,
27 locati�ns, pullbac� lengt�zs, groun.d �nndi�ions, pipe nr�ateriaL�, proje�t
�8 dascription, projeet ow�aex, engineer, andr�ferences with names, address�s,
�.9 au.d telephoive numl�ers.
34 h. The superintendent a�d aperatars li.st�d in the submitt�l sI3a11 be an site
3 l during a11 con�strucl�o� �elat�d acti�tzes reqtured for the HDD in�tallation.
32 5. Surveyors
�3 a. The Can�actar sh�J.l emplay lic�nsed, surveyors experies�ced in tre�chless
34 constructao� to I�cate the entty and exit points, and �ra establi�h horizontal
35 and rrerti.�a1 daturn for the �are and the pipe layo�t a�a�i fahricatio� areas.
3b B. Daily Lvgs and Recnrds;
37 l. Daily logs and records sha11 be-maintained b� the Cantra+ctdr and s�all include
3S date, tizxa�, superintendent, dril� rig operator, dril�ed length, spatial location o#'
39 drill �iead in x, y, �d 2 dirnensians, de�iations from design alignm�t, averag�
�}a thrustJgullhack pressure a�ad ratary torque, downh�le drilli�z�.g f�uid pressur� and
c��rr og �oz�T woxrx c�.�.� Fo� r�Kc� �
CITY PRp.iI:C:T NO. 100996
33 tl5 d6
HdRIZONTA,I, ISIRECT2�NAL DRILLINCr
Pagc 8 of 7 8
1 flow rate, drill�iz�.g tirne� required for eaela pipe j�int, any dri].luxg �fl.uid losses,
� inadvert�nt r�turns, an.y instances af retraction and xe-drill�ng of the piXot bore
3 ar segments the�reo�', and any other rele�rant observatinns, inch.«ling any
�4 o�aserved settlem�ent, h�ave, ax surface sp�IS.
S 2. "i`he drilling f�ui�. pressures shall he measuxed at th� rig throughaut drilling.
S During pilot boxe cl�illing, dri.iXix�g fluid presswre sha.l.l be monitored u�ing a
� daw�hole �ares�tu�e m.onit.czring instrument, The start-up and rar►ge af dr�lling
8 �luid pressures shali �e xecnrded at least ance per drill pipe l�ng�h duritag the
� pila� boz�e.
I� 3. The Contractar shxll m��ure and record the drzlling fluid weight ax�d vzscosity
11 us�d during pilot bori�g aud re�ming ❑f the �ore rneasvred at Ieast ihree tim�s
12 per shif'� or at least az�ce per 150 fc�t �f dril[�d or reamed fength, w�.ichever is
13 tx�.fl�'e fr�qu�nt. �Ieas�rements sha]1 ]�e ma�e usin�; a ealibrated Ma.rsh funnel nx
]4 rheameth�arlratating visa�meter and a m�ud balance.
�5 �. Ttxe a�tza.al pilot hole Iacation �h�ll be �l�ttcd on a drativing with the as�esigned
1& plan and �ro�le at int�rvals no greatex than the lez�gth of the dri11 pipes u�ed
I7 during drilling. These drawings and the data used to generate the�a slaall be
1� Got�txnuousiy upc€ated at th� Work site and st�all he ma�e available for insp�ction
19 by t�e Engineer at aaay time.
2(] C. The Cvn�ractor shall al��w access f�y �l�e �wn�r and Engineer at all times, and sh�11
Z 1 fumish necessary assistance and coope�rati�ta to aid ths E�gir►eer, in the acquisit�an a�'
�2 data, obsezvati�ns, and sarr�pl� calle�tion, inc�udiu�g, but nat Iirnit�d. tia the fol�owing:
23 1. The Ownex and Engi�eer sh.al� ha��e access ko the operaCor cantral contain�r �ri�r
2� ta, during, and follo�cx�ing all HDD aper��ions, T�zs sh�I� i.nclude, hut no� be
25 limi�a�i to, �aviding visual access ta real-ti�ne operator cantrol screens, gau�es,
�� and indicatiars,
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34 1.10
�5 �..l.l.
3� 1.12
2. T�e awz�er and Engineer shall hav� a�c�ess to the drilling flui.d cleancng system
priar to, during, and follawing all HDD ope�ratians. This sha11 i.nclude, hut not
�e �'rnaited t�, access ia shalzer screens, hy�-oc�clanes, con.vey�r belts, azid
drilling fluid an.d spail holding ta�ks. The Engineer sha11 b� a�llowed to col�ect
soil andlnr d�llliz�g �lu1d sat7'�pleS fxpx'ri �1� 5�1��t SCt'0�ri5, dr:illing fluid ar spail
�oldii�g tar�s on the �Iuid cleaxzzng syst�m a mi�unuzn af once per dnil� pipe
sectian, and whenav�r chax�ges in cnx�ditions are abserved ar suspe�ted.
D�LNERY, ST�RAGE �NU HAi� i)] ,�NG [N��' I1S�Zl]
FIELIJ [SITE] C�111D�T��NS [NaT U��D]
WARRANTY [NaT i7�ED]
3'� FART 2 MATFI2IALS
3� �,t Ui�VNER-FL]RNISHED [DR] UWNER-SUPPLIED PRUD[T�T� [I�T�T U�EI)]
39 �.� M�-iTERIALS
e�� or ra�rr wo�� �L�AkC FORK FQRCE MAIlti
CITY PRpJECT NQ. 1b099�5
33 D5 4fi
HORIZONT�r1L I3TR.ECTIONAL IJRTLL1idG
Page 9 nf IS
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Pipe:
�. H17PE pipe installed hy HDn shall conform to 33 31 26 --- High Density
P�lyethylene (�IDPE� �ipe far Sewer Farce Maau�.
�. TI�e fab�ricated pipe wili he pressure-tested by the Cantractor in accordance with
r�quirements speczfxed in 33 31 �6 — High--Density Palyethylene �HDFE) Pipe
far Sewe� Farce Maius.
B. Wat�x:
1. The Contractar sf�a11 secure a suitable snurce af water, a�d shall he respansible
fax' transporting, stflring, arnd dispa�iz�g of any water requir�d. Water sha11 be
ixom an authaz�zed potable source. Wat�r with a p�H l�s� �ian 9.4 or with
excessi�e calciwn shall be �reat�d with the ap�ra�riate amoun� of sodium
carbanate (sada ash} ox other additi�e re�ommend�ed by drilli�g �1uid
mar�u�act�xer.
14 C. Drillit�g Fluids:
15
16
1'7
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19
T�e �on�txactor shall select drilling additi�res and #iuid mixtuz'e propartions that
are cornpat�`bl� with the a�.�i�ipated graund cvnditions, and tha� ensure
cor�tinuvus circulatian, bare siability, reduce dxag an the pipe, and campletel�
fill the annular space between the bare and the pipe �o ensure stability and
contral setklement.
20 2. Managena.ent and dispnsal �f d�illing flui�is shal� be the Contractar's
� X respan�ibility. �rilling #1U.ids sha1� not he dYspase�l nf nn-site or dasc�arged to
2� sanitary or stvrm �ewers, ar watez�ways.
23 D. Drill Pipe:
24
�S
2,b
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l. The Cantra.�tox sha11 provzc�e high quality drill pipe� that haae heen inspected
and det�rmitied tn �e adequat� for the grvject �tequsremex�ts.
2, Bent, crack�d, ar fatigued dxill pipes sk�lX nnt be used Threads rnust be in goad
condition. The lez�gth ofeach drill pip� shall be measured and x�orded.
�$ E. �andu�tor Gasing:
29
30
l. Cnnductor casing shall be �t�1, with lflngitudinal seams, and meeting or
exceeding the st.c-ength requiure�ents far A,STM A�.39, Crade B.
31 2. Conductor casing must be of suffi�-ient diametex ta accorrun�d�te antici�ated
32 reaxner sizes, and t��e G�ntractor°s ather intended rrzea�s and methods.
33 Minimum casiva�g diameter shall be 5� in�hes.
34 3. Gcjnductax casing thickness shall be as required ta safely resist ail insiallatioz�
35 and �ervice laads an#icipated by the CUni�actflr and showra xn appro�ed
3b Coni�actor submittals. In no case s�a11 the th�ckne�s Ue less than a.754 inches.
37 F, Dcsign Crit+eria:
:
1
C1TY OF FQRT W�ATH
The directional dr�llin � work shall include, �ut nat b� liiaa,it�d to fuxn.ish�ng:
CL�AIt FC312K FC}R�E i14AiN
CI'Py pR{}.7 };("^f' N4. 10099b
33 OS d6
HDRIZDS�I'I.`AI. L3dRECTIONALp�IC.I.�NCi
Page 1� of 18
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Steer�ble direc�ional dril�i�a� ecZuipment, dz-ill pipe, piloi bz�s, mud motars,
be�nt subs, rearners aud }�ale openears, swabbing taa1�, su+ivels;
All water, drilling #�uids, lulrricauts, polymers, �r otlaex additives;
]]rilling fluid rnixing, purnping, and processi�n� equiprne�,t {cuttings
separatian equipmeni};
Downhale wlreline guida.nce system �uitable far compl.etirag the prop�sed
Uores;
Dav�mho�� pressure znonitari_ng equipment;
Entry a�nd exit pits;
Praviding, installing, and remo�ing conductor casi.�xgs;
I�ri 11ing pres�sure re�xef bores alan� the exit t�g�nt, as shown on the
I)rawings.
Filling of product pipe u�ith watex during pull�ack �ballasting) ta reduce
buoya�t upliCt farces during pu111aac.�.
Cranes, excavators, rollexs, tree protection, and nther equipxner�t necessary
ta support pipe during pullback;
Cantact gr�uiing af t�ie annular sgace a� the erids of the �ore;
QF�=site dispasal of all �poils and dril�ing E�uicl�;
Locatian and protection of existing utilities, sheeting and sl�aring;
2U n. �,�1 �ther anaillary equipment, spare parts, �xpendable or re-t�sable
� 1 materials, sup��xes, and rniscellanenus appurtenances to complete the
2� entire'Work ar�d site restoration as shovvn an the Dr�vvings,.
23 2. The C�ntxactor shall �e�iew th� praj�et Geate�hni�al Repoxts to hecame �amxliar
24 with the grau� conditions ez�cou.ntered during the praject anvesti�ation a�d
25 shall prepare � I�DD Warl� Plax3 that addresses t�e fiill range af �ncauntered
�6 and expected con�itions. The d�rill�ra� equipment shal� be capable of ad�ancang
27 �.ax�oug� the geolagic c4nditians to be encnuntered at �e siie, as des�z�bed in the
28 Gea�eGl�nical Rep�rts and as anticipated �a� the Cantractor.
r+
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�. The �apacity of tihe directional drilling syst�al �sed �y the Contraetor s�all be
�cdequate t� inst�ll #he apecified pip�lines,
3] 4. �ox each pilot bore heading, the Coxitxa�tor sha11 use a d4wnhvle i�struxnent
32 c�pa�le af relaying the actual pr�ssure af ihe drilluig fluids in t�ae annulu.s to t�e
33 aperatoz. The downhole insirumeni s�aa1l be ir�staIle�l in frant ofthe �awnhale
34 staering tooi axad as �Iase to the �t as possible.
35 5. The Cflntractnr s}xalX use dow�nhole suivey equipznent capable of accurately
36 ca�pletang th� bores as desigaed and within acceptable tolerances, azad in
37 aceordanc� v�ifih app�i�able perrnits. Cxuir�ance systesps z��y include the use of
�8 ci�wnhale �aagnetic wrtreline survey with ata en�rgized surface aail �microcailj,
39 gyrascopic steexin�, ar Er�gin�er-approved alternati�e.
C1T5C 4F FORT WCSTiTH CI.EAR PORIL FpRCE MAIN
CLTY PR�]ECT l�iQ, 16094b
33 f15 -06
�-IC3RIZOIVTAL 1JIRBCTI4NAL DRILL IAIG
Pege 11 pf 18
1 6. Ttae pipeli�es shall be installed using the e�i�ry and exit paint.�, radii �f curvature,
� ,and �ngies sh�wn an t3�e Drawit�gs, u�iless deviati�ns are proposed by the
3 �antractor arxd approved in writing l�y the Er��ineer.
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7. The drzlling systen� sha11 include a fiuid pump systein �d fluid cieaning system
tliat ctua ack�'te�e the rates af d7rillin�, fluid purrzpi.ng, spoil separatiox�, and fiuid
�l�aning r�q�zired $y t�ie �antrac#vx to achieve �a�anr►ed produc�ion rates far the
ground cvnditions descrihed in the CTeatechni�al Reparts a�d arrticipated by ihe
Conttacfnr. At a mirximum, shaker s�re�ns arad h�rdroeycic�nes will be require�
��Y E�1Cl�t Sep�I'B�I�II 4� SpOlIS. Dri�ling speeds shall nat exceed purnping
capacity to maintain airculation and achier�e �oz�e cleaning.
11 a. The drifling f�uid shall b� design�d f�� the gealdgic canditi�n� to be
12 �ncauntexed �t the site, �s d�scribed in the G�Qtechnical Reporf.� and as
13 �ticip�.ted b� the Co��tractor.
1� b. �vntinuously monitar drill�ng fluid returns. I£ a lass af circulatiQxa z�
15 observead, the Contractor shall irnrnediately natify the Erio neer and shall
16 in�esiigate and re�nl�� the cause of circulatian losses.
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c. Max�mi�e recixculation af drilling fluid r�turns, by pro�iding fluid
�aix�ures, solids cantr�l, and fluid cleaning equipment ❑f a canfiguratian
an.d cap��ity that can pro�ess returns a�d produce dr�lling fluid suitable fa�r
reus�.
�� �, 1Vionitar and t�st the drilling fluid p�'ameters, such as purn�ing rat�,
�2 pressures, �iscasities, sand conteni, geI st�rength, ax�d density during
23 clriiling, and the pipe installatiax� pxacess, to ensure adequate out#��gs
24 re�naval, anei thac the stability of the borehale is rnaintained, w�it�out
25 exce'ssive pressu.res t.h.A.t coul� lead ta hydro�ractu.re.
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S. All spail and dxilling fluids must �ae cantained i�a tru�ks, tanks, ar o�her
ccmtainers at all times. Dumping of spnil or fluid� an the grounc�, disE�arge into
sewer�, or disct�arge in� any� waf�x body wilI nat be pernutted. Ali spails axxd
drilling f�uicls remaining after HDD installation ar�d contact grautixi.g shall be
i�ansparted and dis�Qsed af off-site at an app�'o�red disposal facility t�at mee�s
al� applicable Federal, Staf.�, ax�d Iocal rec�uuire�nents.
3� 9. L"anductor Caszng: Where shown on the Dra.wings, the CQntr-�ctar sha11 in.stall
33 eonductax casing� �aef�re the pilat bare begins. The casiangs shall he installed t�
34 at l�ast th.e lengths and depths sha�n an the Drawings.
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a. The Contractor shall be grepared ta use a11 ne�ssary metkaads �a �nsure
that target d�pths �ure a�hie�ed, for exar.�ple: removzug surface soil,
augering af spoil from �he c�sing during ixastallatian, ar�dlar i�nn�a�t
Iaamrner'rng. If targ�t depths are not achi.�vable with a single cas�ng, a
telesc��ed casing approach s�Zall he used. IVlethods used ta in.stall the
canductrn casings shall �reveni settlerne�zt vx �ea�e af surface feaiures and
subsurface utili�zes. Additiona��y, �hi1� installing the canductor aasing
beneath LTPRR ROW,1#�e Contractar shalX xxaaintain a minimum plug af 1 a'
CI'1'1' OF FO1ZT WQRTH
��aR �azx ��aRc� hv�nv
CI7'1' PRCS.IH{:'L' t�1D. 10fl99b
_i3 05 46
x[��t[zo��sL n�c�z�'t�r.d,�, pf�ir.�,Irr�
Page 12 df 18
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7 c. After installation of each canductar casing, the Contracto�' sha�l cl.ean out
� the �asing and tlie tr�nsition area betu�e�n the �as�ix►g end and the bedrock
9 e.�nta.ct and p1a�e caaata.ct graut, in accordance with S�ciion 33 4� 45 —
1 � �ontact Grout�ng
11 d. Tkae Cnntracfa�c� s},�all use �entraliaers c�r other methods tn av�id vc�ear tn the
12 condu�ior easing �ad to maintain a smooth transitian between th� end of
X3 �ie cc�nductor casing and the bore, to pre�ent tooling or the produ� pipe
1� becorni��g s#uck on �e end of th� casi.�g.
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3� PART 3 EXEC:iJTIU1V
31 3:1 IiH�"['ALLE�S [1VDT [T�,�J�]
32 3.2 EXAMIlYATI�N [NO'X' iiS�DJ
la, AlI product pipes sha�l he filled with water prior ta, ar during, pullback ta
reduce buayant uplift ni the pi�e.
11. Surface settlement or heav� of e�cisting u�ili�ies and other featu�es abowe the
HDD cenf.erlines and within the �ane influenced by the HI]� �anstruction sha�l
�e Iicnited to va�ues that do nc�t caus� da.m.age, and in no case shall �rauxad
deformatians excaed the zx►axirnurn allawabie values in Sectiora 33 �S �4 —
Settlemet�t Monitorir�. '�'hc Cvntractor s�all protcct alI existing �.tilities and
stru.�tures ta pr��ent darnage. The Contractor aha�1 repair any damage resulting
frorn settlemen.t o� heave caus�d 6y HDD activities at �a additianal cost ta the
�w�aer. The �ontractor shail ga-aut at�� voids Gause by or encountered duriz�g
drilling in accardan�e vsrith Section 3� �5 45 —�or�tact Crrautir�g.
12. �nnfact Grouting; The Contra�ctor shall complete eontact grotiting a£ the annuIar
spac�s [hetween the gxouxadfconductor casing anc� the praduct pipe) at the ends
of th� bore, as shawn on tlae D�rawirags. Cantact grauting s�I�a11 be r.caxnpletced in
accardarice witk� Section 33 OS 45 — Can�ct Grouting,
vf �rnc�isturbed soil at the lead end of tkxe casi� un�il the planned depth of
casing is r�ached and ihe casz�g has heen filled with drilling f�uid.
�. All condu�tar casiz�gs shall have a thickenedlreinf�rced cut�ing shoe
ara�nd the full perimetex �of tbe end a�fhe Iead �as��zg to prevent damage,
i�uckling, ox curling af the casing end that wauls� prevent full instailati�n
ar interFere with drilling, reaming, �r pallback apera.tao�zs,
33 3.3 PREFARATI�N
34 A. The �onfractor shall nat iurtzate HDD work until:
35
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38 B
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3. Any required pre�constructian saf�ty meeting is bekd wi.th OSHA.
PrateGti�n of iTndergr�unc� iJtiliti�s
AIl subrnittals axe recei�+ed, reviewed, and accepied by th�e Et�gin�er.
All required permits are o}�tacined.
CTI'Y OF FORT 5i�+�$xH CLEAR F(}RK FORCB MAIAi
GiTY PRn]ECT 1Vfl. I �U44b
33 45 46
H�&I�{lNTAL l]IRECTTOIdAL DRILI.II�G
Page I3 nf l$
1 1. The Drawi�gs show e�isting under�'aund utilities n�ar t.k�e H17D alignment.
� There is no guarante� that these utilities are located as shawn. or that ather
3 utilities are zzot present.
4 2, It shall be the Contra�ctor's responsibility to request lncates for and canfirm
5 Iocation,g o� all nearby utiiities or othe� p�tcntial subsurfa�� ol�stz�ieti�ns that
6 may interfere witla the work and provide requix'edprotectzvn.
7 3. Th� Cantractar shaIl notify th� lvcal "One-Ca11" �81 I) s�stem #a request marking
$ of utili�ies that subscri�ae to "�ne-C;all" (811}, and skaall individually notify all
9. other known or su�pected ut�litzcs t4 request marking a� t�eir utali�aes.
1 q 4. T�e Contra�tor shall con�irm that a11 requested lo�ates are made priar to
X � commen�ing �rilling operatinns.
12
13
5. T�e Cantractor shall malt� all dilige�t �ff�rts ro lncate any unmarked or
abandoned utilities using a�l availa.ble ita£ormatian, maps, and drawings.
14 d. The Cnntxactar sh�ll �visuall�r confirm and stake aIl existin� lin�s, cables, or other
15 �ua.derg�ound facili�ies including e�posing and pratecting all crossing utilities
1� a�d utiliti�s within ten �I D) feet 1ate.tally af the centerline �f the designed drill�ed
17 path.
l8 7. Th� Confaractor shall control drilling practices ta pre�ex�.t damage to existin�
19 utili�ies.
20
21
8. The C�ntractar s��l� be r�s�onsible fnr alI lasses azxd repairs accasiane.ci by
d�mage to ut�dergxc�ux�d u�iliti�s resuIlting fram drilling ope.ratinns.
2�. C. �V'ork Stagitag Areas:
23
24
1. Perfarna all work within waric areas and temporary constructian easements
shown �n the Drawings.
�5 2. The Cantractor s�all p�ovide adeq�ate cvntrol t�f suxface watez' at�d dril�ng £luid
2b drai�age and runoff, agd pravide antr�lexit pits, silt fences, hay bales, and
27 vvattles to preuer�t surfac� wa�ter nr drillitzg fluids fx� entering streets, sanitary
28 ar stoxm sewers, or waferways.
29 3. Pipe Layout Area: Layaut area �ha11 be free af stanes, wood, clebris and
30 vhstructions. Pipe rallers shall he prot�ided tay the Cnntractnr to fa�ilitate pipe
31 pullback. Tr�e prot�ctiun s�xa31 be pravided to pre�e�at darnage frorn the pipe �r
32 pullfaaek ape�aiior�s.
33
34
35
3S
37
38
39 3.4
q�d
�4. R�r�o.oval of Tem�aarary Facilities: At the aompletinn a�' construction, fi�ae
C�ntraot�r shall remove a11 terx�.pazary �acilit�'tes ins�lled by the Contxactor.
Unused snil, aggregate, and othez materials �hall lie remnyed and dispvsed af at
appro�ed sztes in accoxdance wit� all Fed�ral, Stat.�, and lvcal ragulati.ax�. Any
d�nage ta streets and eammon areas sha11 he r�stnred ta ariginal or heiter
conditions. All di�turbed ar�as shall be re-vegetated.
INSTALLA'Ti�N
A. Mobili�ation
CITY �� PQI2T W�RTH CLEAR FQ}tK F{7RC� MA7N
C1TY PRO]EC�' N�. 100995
:s3 U5 4b
HORIZONT'AT. DIRECTfD1VA L DRILL3NG
page lA of 18
1 1. The Cont�•actor slaall follow a�l re�uireYnents flf the Surface Spil� and Inad�ertent
� Drillin� Ftuid Retuxn Con.tingency Plan �s submitted an�3 approved, and shall
� co�.trol operationaJ �rressure�, drilling mud weiglats, drilling speeds, and an�
� ofh�ar �aperational fact�rs rcquirec� tfl avoid hydxofxacture, fluid lasses to
S formatio�, arid drilling £luid Spill�ge. This includes any spillages Qr z'eturns �t
6 entr�r and exit lacatians c�r at any intermediate point.
7
8
9
1�
lI
12
13 . B
14
Condtxctor Casing:
1.5 a. The C�ontractar ��ia11 ensure the casing is installed at the designed entry
] 6 angl� alQng the design�d drill pa#h. T�e �asing sha11 r�r�ain in pl�ce during
1'7 pilot bo�re drilling, reaming, an�i pullback �p�atzans.
18
19
�. TIa� Contractor sha11 remave fhe upper portion af t�e canduciar �asing as
int�icated on the Drawings.
2� c. �ile iz�.stalling canductar casing �eneath UPRR RC]yV, the Contxactor
�.1 �hall rriaintain a rnir�irnumplug �f i0' ofund�sturbed s�il at the lead end of
22 the casing untii ihe planned dep� of casing is r�ached and the casing has
�.3 �aee� filled with drilling fluid,
2� 2. I,acation of Entry and Exit �aints: Et�try �nd exit puints shal] be as sho�vn nn
2S the �ira.vviza.gs, unles� atherwise appra�ed in w�rting by the Engineex. The
26 eon�ractax s�.all ernploy licensed, expei�en�ed survey�rs �o lacate the �ntry axid
�7 exit paints, axid ia estat�Iish harizantal ap,d ve�cal datum f�r the bore and the
28 pipe layout and fabric;ation areas.
29
3D
2. AlI inad've�e�at �neturns or spills sk�.all bc prnrnptly cantained az�d cleaned up, Tkze
Contractor shall rna�intain on-site ua�bil� spo11 remaval equip�.a,ezat durin.g all
drillzn.g, pr�-ceaYning, reaming, and pu.11back nperations and shall be capabie af
quickly removing spi�ls. The C'ont�actax sh�all imrnediatel� nati�y Engxneex of
any inadvertent returns vx spills and imuaed.i.at�ly contai�n and �.lean up ilae return
or spill.
IIarizarztal Directional Drilling:
3. Pi�ot Hoi�: The pilat bore sha11 faIlow th� desigu path af the bare sb.arun an the
Drawings.
3� a, At aIl ti�z3aes during the pilot bare the Canf�•actar shall �rnvid� and naaintaiz�
32 a bor� tracki� syste� that is capa�le af accurately Ia�atiug fhe positian of
33 the drill head in the �, y, and z axes. T'he Cc�ntractor shall record these data
3� at l�ast once per drill pipe lera,gth ar every thirty (30} I'eet, w}aichevcr is
35 xnar� fi-equent.
3fi b. De�viatians het��en th� actual and desi�n bare path sha11 be calculated and
37 reparted on t�e daily 1og. Tf the devia�zaz�s excee� tolerances spe�if ed Yn
38 Secti�n 3_4 B 3 c, such �ccurrences sha�l be reported immediately ia ihe
39 Engineer. The �r�ntxactar shall undertake allnecessaxy measures ta correct
�� deviatians and return to d�sign line axzd grad�
41
CITY �F POFii' V'J�RTH
c. Harizontal and Veriical Tolerance�
CLEAR I�f 3R K F{7ILCE MAIN
CITY PRO.FSC�' N0. 100996
33 os as
HORI20NTAL DIRE�i'IONAL DRILC.II�3G
Page 1S af 18
2
3
4
5
6
7
S
9
10
11
12 4. Drilling F�uid Fres�ur�s and Flar?v Rates: Drilling fluid pressurea and #law rate�
13 sha1l be conti�uausly mor�it�red and recarde� �y #he Cantractar, Th� pz�essures
14 �hall be manitored at the p uxn� a�d in the hore azuaulus by the d�wnhole pres�ure
i s tool duri.x�g p�1ot drilling.
16 5. DrilIizzg Speeds: Max�mum drilling speeds to maintain cir�culation aaad achi��ve
17 b�rehole cleanin� shall be calculated lry the Gont�actor far pilotb�ring and each
18 rearx��z�g pass and shall taot �� �acceeded for pilot baring or reamin� �asses.
19 1Vlea.surem�nts shali �e recarded �pr eVery drill pipe.
2� 6. Pre-rearni�g atxd Ream.irzg: Tk�e pilat �ore sha�l be pr�-reamed and reamed usi.�g
�1 equiprnent a�.d xnethnds s�bmitted b� the Cantractar. Tk�e C�ntractor shall
22 cozxxplet�Iy rearn the bore ta the £inal diametier ptic�r ta pull�xack. The Contractoz
23 shall perfarrn a swab pass to con�rna that b�re is clear �f c�itings and ready for
2� pullhack af �the praduct pipe.
2S 7. ]aint Tntegrity Pretest: The Coratractor shall perf�rm a pressur� test priar ta
2� pullback in accordance wi�h �3 3126—High Density Polyeth�+lene {HDPE} Fipe
27 far 5ewer Force Mains.
F�:3
1) HoxizQ�tal de�riation5 shall be less thasi plus ar mir�us ten �10) feet
�rorn the design path centerl�ne.
2} VertiGal deviatians s�hall be less �x� plus five (5} nr xninus ten (1�)
feet fra� the design path centexline.
d. Canrzection Fvint Tolerances: In additian to the requirements of Section
3,4 B 3 c, tk�e Contractar shall in�tall th.c pipeline by HDD such that all
cflnnections ca7n be rnade as shc�wr� on the Drawizaga. The Gontra:atnr shall
be salely respansihie far all wark r�ecessary t� correct ex�essive deviatiax�s
frorza line and gr�d� at �v�necriar� and elsew�ere, inetuding re-dxilling,
redesigning cannectiax�s, �nd acguiring additi�nal easernent; a� na
additivnal east tq the Owner and u�ithaut s�hedule extension.
8. Pipe 1'uilba�k;
�,9 a. The pipe shall be installed by pulling �t into the reamed bore �ath ix� a
30 cantinuaus apez�at�on, laehix�d a final reamin� toal seleete� by t�e
31 Contraato�.
32
33
�
�`he pipe shail he isolaied �rQ�n �x�e�sive tarsiana.l and axial �tr�sses by a
swi�el device.
34
35
36
37
38
39
4�
41
�42
c.
The Co�#ractor shall take appropriate steps duxing pullback to �nswre that
the pipe will be installed without daxn.age.
d. Pipeline Suppart: The pipelines shall be adequately supported �uring
i�a�tallatian sa as to prevent a�rexstressing or buck�ing. The Contractor sha11
pxavide adequate suppartJrQ7lez's along the p�p� layaut are,� to support the
required length of the pipe withi�n th� vvork area sh�wn vn the I]z�.wings.
Sueh supportlralle�rs sha11 }�e spac�d at a maxitnurn o£ 60 feet an centers,
and the xt�llers shall lae com�?xxsed of a�an-�brasi�e xr�aterial arranged in a
marmer to prflvide s�zppart to the bottoxn. an� battarn �uart�x paints af the
CITY 4F FDRT W4RTH
CL �:AR FaRK PD1�C� iNAi3�T
['1'3'Y PItOJECTIVO. 19U�9G
3� (1.5 Ab
Y30AIZC]NTAL pIY2ECTIONAi, i]RII.LllYG
Page 1G of 1S
1 pipeline allowing far �x�e� m�vemez�t of the pipeline duri�g pullback. T�e
2 pipe Zayt�ut area shall be cl�ared of al� lax'ge st�n�s, cansiru��ian debris, ar
3 oiher fareigxx vbjeGts that cauld damage the pipe dux�i�.g pullback.
�4 e. Pipe rollers and lifters shall be used ta help transition #he praduct pipe into
S the baze withaut dt-agging th� �ipe alar�g the gx�und surface. The number
6 n� pipe �rollers and �iftexs shall be determined l�y the Cantractar an�
� submitted as part nf the VVark Plan.
8 f Contractor sh�I1 maintain cranes and other �ipe suppo�t equipment at
9 �etba�ks, at all tin�es, iram high �oltage a�erhead pawer lizies per DSHA
la and ather applicable regulat�ry autho�rities reqtzirements.
11
�2
13
g. The leading ex�d. of the �ipe shall be closed during the puilback ope�tian.
�i. 7�v� 10 gauge tracer vaixes shal� be atta�h�d t� the leading end of the �ipe
pull'vxg head �nd shall extend �h� Fu1l length a#'tk�e installed pipe.
I4 i. The pipe shall he filled wit�a wat�r as it enters the b�re tn reduce l�uflyan�y
1S an�. pullback laads and to ensure that adequate intcrnal pressure is
1� rnairatained at x1� �oints ta counter halan�� ca�lapse pres�ures.
17
1s
19
20
21
22
j- �]ama�e t� the pipe resulting fram �xaaxi�acturez� d��'�cts or installatian is
the res�onsibility af tke Cantractar, in�]uding costs for replacement and
lahar and �terzals. After installatian af the �raduct pipe, the C.�ntraetor
�hall �onfirm that ao damage �a� been done ta the product pipe xxa
ac�orcla�.ce with 33 31 26— High Uensity Poly�thylene {HI�PE� Pipe fnr
Sewer Farr.e 11�[azns.
23 k. After the prnduct pipe is conapletely pulled th�rough the bore, a suffxcient
�� relax�tion peri�d (minlmum p� $�1�UTS� as recornmend�d by the pipe
�� rnanu#'a�t�xer sha11 be pro�vjded hafore the fznal pipe tie-�n.
�� C. Final Hy�rostatic Test
27 1, The Gantractar sha.�l conduct a final hydrostatic t,est of the xx�stalled pxpeliu�e,
28 Final test shall be in accardance wit�a 33 31 �6 — High-L)ensity Polyetl�ylexze
29 �HDP�) Pipe far S�ewer Force Mains.
3(J
3l,
32
33
3�
�. The Contractor sk�ll repair any defects discovered durin.g this test, �n.d �epeat
uuta,Z tkAe pipe passes t�ie test.
D. The �ontr�c�r shall grout auy vaids caused by ar enco�t�rEd duzing drilling as
speczfied in 33 45 �5 — Can��t Gr�utsng,
E. ��structivns:
35 l. The Con�ractar shall natify th� Engizaeer itnmediately in the event that any
3d abst�rruGtion is encountered that prev�nts fux�ther adv�ncement of the drill pipe,
37 �r pullb�ck nf tlae pre-reamer, reamer, audlor pipe.
3g 2. The ��n�racta�r shall make all diligent azxd reasanahle effarts ta ad�ance past tha
39 rabject by dxilling slawly thraugh the obj ect, ar pulIzz�g haek and dri�ii�g along a
CiTY �F F�RT WORTI-T
�I,EAR E'C)Rk{ 1^'{)Ri:l? I�IAIN
Cl'l'Y PR(]J E�.C:T I�lQ. 10i7946
33 05 �d
HQRIZD-[VTAL DIRECfIdNAL ARiL.L1NCi
riage 17 af18
I
2
3
4
new bore pafh ihat av�ids the �hject, or exca�+ating and expasing and remQ�ring
the object, and all tithe�r reasanable attempts to contsnue tlae �6ore.
3. T�� Can�ractar shall notify ihe Engineer af grapos�d m.easures ta �ttempt to
advance past the abj ec#, prior ta initiating the att�mpt.
5 �}, 7f i}ie Con#ractor attempts to pullback and re-dril1, tbe Cant�actor sk�all adhexe ta
6 line and grad� tole�rances establzshed in �ectian 3,� H 3 c, unless �he Engineer
'� approves �ariance, in writing, pr�io� ta the Cantractor's atte�npt tv xe-drill.
8 S. The Cantractor ar�d Engineer shall investigate the cause a�d togeth�r d�t�nnine
9 an appropriate r�sponse. A.pprapriate xesponse ma�r include re�visions to
10 equiprnent or rnctb�ads, ret�actian and �-drilling ❑f a partivn oF the ��re, or
11 ab�ndQnment nf the hr�le.
1�. 6. I£ abandonrnent is de�med necessary, th.�e Cantractar shali reco�er, to #he e�tent
13 practicable, any dri11 pipe, produet pipe, and iaols in the bore, and properl�
1� abar�don the bo�e by contact grauting, unless c�thervc+ise directed in w�iting by
15 the E�gine�r.
16 7. If the bare is a��nd�ned, the Cantractar shall be allowed to begin a second
17 atternpt to irlstall the pipeline at an atternate iflcaf�on subject t� appra�al, in
1 g v�+riting, by tkae Engin�er. Tlae Contractor shall tak� all reasanahle actions io
19 c,flmplete the installatian �vikh minimal delays,
�0 8. The extra cosis and payments associated with encauntering a confirmeci
21 a�struc�i�n slaall be negotiated between the aumer and Contract�r, based o�.
2�. xeasonable tirne and rnaterials.
23 �. The ContraGta�r wi11 raceive no additianal campen�aL�ion for removing, �learing,
2� nr otherwise making it passible far the bore to ad�ance past ohj�ct� cansisting
2S af cohbles, boulders, or full-face roc� with uncoxtfined caxnpressive strength of
2� 1�55 �3�.II �,��� j]Si.
�7 3,s cLE��vu� �rn �sTOR�iTTON
28 A. Cleaixzu�
29
30
31
32.
33
���
1. At the cona�letion of c�nstru�t�fln, the C�rntra�tflr shall remQ�e all femporary
facilities insta�led hy �he Cor�tractar.
�. [.1nus�d s�oil, aggrcgai�e, �iril�ir�g fluicis, spa�s, �raste, debris and other matexials
sha1I l�e remo�ved an� disposed of at appro�ed sites in accardan�e witb� a11
F�deral,. S�ate, and local regula�ions.
3, The Contractar sha1l r�xnov+e all eqtup�txent �rnm the sit�.
35 B. Restaxativn
36
37
I. A�y damage to s�reets, law�s, comrnon a�reas, and sidewal�Cs �a11 be restaired to
original o� bet��r coudi�ions.
3 S 2. All dasturbed areas shall be re-v�getated,
c� ag Fo�T wo�Tx
C_.I.RAR ]7�jZx FORC:h C�'[A]iJ
CI'i"Y PR07ECS RTC}. 100496
33 os a6
I3DRiZp�1T,�,[, I]II�GTIOIdAL DR[L l�f PIG
1'age �8 o-f 18
1
2
3
4
S
6
7
8
�
ID
11
]�
l3
I4
1s
1�
17
18
19
2U
3. An�r exca�ati�ns at tie-i�, lo�ations nnust �e carefull� secured ta pre�r�nt sa�ety
hazaards.
4. Demo�ilizatian shall he cornpleted by the Cantractor within seven [7} days �f
the cornpletian af tbe pipelir�e insta�Xatior�.
RE-INSTALLATIQN [N�T C7SEl}]
srTE �u��� car�Tr�o�a
A. �afety
X. It shall �e f,he Gontxactor's sale responsibility that all wark is done in
canforrxxan�e with �11 applicable Federal, Siate, and �ocal safety r�quirements.
�. Re�uired safety equipment and proc�dures sh�ll be employed by the Contractor
at all times.
3. AlI maierials and meth�ds of construct�on sha11 fneet tk�e applica�Ie r�quirements
�f the State of Texas.
SYSTEM STEiRTUP jN�T IT�ED]
�naTasTn+r� [nrv�r �sEn�
�LEAl�IING [1�IOT LTSEI]]
PRQTECTI011T [N�T USEDI
MA�NTENANG`E [NQT USEU]
ATTACHIVX'�l�i'TS [N�T T]SEDJ
LAST FACrT; C]F' THIS SECTIOl�i
3,G
3.7
3.8
�.�
3.1�
3.1. x
3.1�
3.1.3
C:iT�' �R FORT W�RTH
CLF.AR k4RK FDRCg MAiN
CI`I'Y ]�f�UIB�TNO. I�0$96
33 31 2G - 1
H[GH DENSIT'Y P�LY�THY I,ENE {HDP$� P1P1: F�R S�WEI� �'4RCE MAIl+TS
Page ] of 11
]
2
S�+ �TI�N 33 31 �6
HI�H DEN�ITY P�LYETHYLENE (HDPE} Pll'E F�R SE'4iiER FaRCE MA�NS
3 P�RT I- GENER ar.
4 l.l SirMMAR�
5 A. Sec�iQn Includes:
G
3
8
9
10
ll
12
13
14
15
16
1. HDPE �ip� 4-i�nch tlYruugh fi0-incli far sanitary sew�r foree xnai�s arid r�use
applicati�x�s.
B. De�viatians from this Gity of Fa�t �orth �t.a.ndard �pecificatian
1. THI� I5 NaT A CITY �F �i)RT ��ktTH STANI7ARD �PECIFICATI�N
C. Related Specificatian Sectinns inelude l�u� are not Iimited to:
i, Division �- Bidding R�equirem�nts, Conrract �'arms, and Conditians of the
Cantract_
�,. Di�viszon 1 - General R�quiz•ements.
3. S�ctian 33 �4 SO --- Cleaning of Sewer Mains
4. 5�ctiot� 33 OS 1a — LJtility Trench Ex�avation, Exnbedrnent, and Backf'zll
S, Sec�ion 33 45 24 — InstaXla�tio� af Carri�r Pipe in C;asixag ar T`unnel Liner i'late
�� 5. Sec�inn 33 U� �45 — G4niact Grauting
18 7. Seciz�n 33 b� 46 — Hariaontal Directir�nal ]�ri�ling
1�4 1.2 PRICE AND �AYMENT PROCEI3LT�ES
20
21
2�
23
24
25
��
�7
2S
�9
3a
31
32
33
34
35
3b
37
38
39
�a
�}i
A. hleasut�em�t aad Payr�.�nt
1, HDPF. Force Main by O�en Cut
a. 1Vl�asurement
1) Measured }x�ari�antaily along the ground surface fror�a center line to c�ter
line of fitting, rna�hol�, ox appurtenanc� nf HDPE Pressuxe Pipe install8d.
b. Paymez�.t
1] Tha vsrarl� �erformed and rnat�rials furnzs}�ecl in aGcardance with this item
and xn�easured as �ror�ided under "Iwieascirement" wi�l be paid for at ihe unit
�rice bid per linear faat for "�-IDP� Pressure �ipe" in5talled for
a) ��'ious size�.
b) Various type� afba�kf'ill.
c. The price bid sb.all include:
i} Furni�ing and installing HDPE Pipe as speeified by the Drawings
Z) Cc�nne�tion tv Li#� Stazion Piping {if required�
3) Udliiy 1VSa�'kerslLacat�rs
4} Pavetnent Removal
5} ExcaVatian
6} Hauling
7) nispasal of e��ess znateri�l
$} Furnishing, placement, and compaction �€ emb�clm�nt
9� Fuzuishit�g, placement, and �ompactian ofbacl�"itl
14) Clay Daar►s
CITY OF PORT WdRTEi
1_�7�7a►b]IIRl.G'�!
CLEAR FQ1Z1C FDR47i MAIN
CiTY PRQ7SGT N�, 16d996
�_3:sa as.z
HI�H A�NSITY �C7LYETaiYI.�1�iE �IIDpEj p[p� FpA SF.WER FORCE MAIN5
Page 2 a f 11
1
2
3
4
S
�
7
8
�
lb
11
��
13
1�
15
1G
1�
�$
19
. �o
21
22
23
24
25
26
27
2s
�9
30
31
32
33
34
35
36
37
3$
39
�tQ
41
42
43
44
�5
4b
47
48
49
5�
2.
3
1 I� Fusiau o£ jaints
12} HDPFs fittings
13) Snits and nut�
14) Thrust F3lacking
�5) Cle�n-up
16) Cleaning
17) Testing
I�PE Force Main Carrier Pipe
a. Measuremenx
1} Measured horizantatl�+ alang fhe graund sux�acc from c�ntex li�� to center
Iine of t�e beginnin� of the casinglline,r to the end af the casi.ugJline.
b. Paymeni
1) T'he w�rk per#'oz�med and rnaterials f`urnished in accordance wit�i ihi� It�m
ar�d m.easured as prvvided under "Measur�rnent" shall �e p�id for at the
unit px�ice bid per lir�ear #'ant for "Hll�'�; Farce Main C-a�ier Pipe" cou�gZete
in placc fv�r:
a} `]�I'i4Ll$ S1Z�5
�. The price i�id s�.all inolude:
1) �rnishing �nd instaliing HDPE Rarce Main �arriex �'ipe in GasinglTt�n�ael
Liner P�ate as specified by the Drawings
�} Mp6ilzzation
3) �raut
4} Jaint restxaint
5} Casing �pacexs
6} End �eals
'1} Txcavatinn
8) ��auIing
9) Disposal of excess materia]
l �) Cle�n u�
HDPE Farce Main by HDD
a. Measuremte�t
�.) Measu�red hori2c��ta11� alang t�e surface frona centerline to ce�cerline oi
downward ver#a.cal bend as indicated in the pr�.wings,
b. Fa�tr►ent
1� '�'he work performed and nnaterials fiaxnished ixz accordanee with this [tem
and measured as provided under "Measurexnent" will be paid far at the unit
price hid per linear faot �f "�IDPE Force Main by HDD" installed far:
a) Vari�us Size�
c. The p�ice bid �hall includ�:
1} Furnishing and installing HDPE Pipe as spe�i�ied hy the Draarzngs and
asspCiated Sac�ions.
�} Conductor Casing �z£required)
3) Utili�ty Mai,kerslLooa�rs
4) Pa�rement R.emnval
5) Excavadon
6} Hauling
7� I7ispos� ofexCess material
$) Setx�en�ent iVianitaring
9) Cantact Grouting
i Q) Clay Dams
CI'i'Y pP F{3RT WOIRiH
ADD�hI[]UN! t+1v. �
CLg.4R PaRI{ F(3RCE MA[N
CI1'Y PRb]ECT i+iQ. ] 0449d
3331�6-3
HLC3H DENSITY POLYETHYLENP. (i-1DPEj PIPE FOR S�WER FOi[CB MAIl"iS
Page 3 of 11
1
2
3
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5
b
7
8
11) �'usion of jaints
12} ]nteriar D�Seading {if required}
i3} HDPE fittix�gs
14) Ductile Lran� Fittings with Restraiut �if requi��d}
15) Balts a�d nu�ts
16� Clea.n-up
17) Cleaning
18) Testing
9 1.3 REFEREI�TCES
1D A. Abbre�iakians and Acronyms
11 1_ HDPE — High Densi�}+ PaZyethylene
I2
13
1�
15
lb
1?
1$
19
2�
21
22
23
24
25
2b
2'7
28
29
3a
31
32
33
34
35
3G
37
38
�. Referen�e Standaixls
1.
�
3,
�4.
�
Reference standaxds cited in this Seetian refer to the curre�rt refer�nce staxxdard
publ.i�s}�ed at the time nf the lates�, r�risic�n da#e lagg�ed at the end af this Se�ction
unless a date is sp�ci�ically cited.
ASTM �nternatianal {ASTM}:
a. D3�3S, Stasadard Specification for Pal�+etihylene �PE) Plastic Fipe (DR-PR�
Based o❑ CantraIled Du.t��ide Diarneter.
b. D3350, 5�andaxd Sp�o�ficatian far �'olyethylene �']astic Pipe and Fit�ings
M�terials.
c. F2620, Standazd Pra.�tiee for Heat �szan 7t�ining nf Palyethylene �ipe and
Fitti.ngs.
d. �'123U, �tand�rd Practie� for Elec�rafusion 3aining Polyalefin �ipe and F�ttings.
e. �3261, �tandard Spacificatians fox Butt Heat Fusian Polyethylena (FE) Pla�tic
F�ttings forPal�rethylene (i'E] P�astic Pipe and Tubing.
f. F714, Staudard Specificafian for Palye�hplene (PE) �lastic Pipe �DR-PR}
Based an Qutside Diameter.
g. P216�#: Standard Practie�e for Field Leak Testing af Polyet}zylen� [�E) Fressure
�ipeline Systems U�ing Hydl�astatic Pressur�.
American Water Warlcs Associatian {AW1W�}:
a. C901, PolyeChylene (PE� Pressure Pipe amd'�zbi_ng, 3f4 in�h tkamagh 3-ixaeh,
for �Vater ��rvice.
b. C9U6, Polyethylene (PEj �'ressure pipe and F%ttings, 4-inch throngh G3-inch, for
V+Iater Disixihutaon.
c. M55, PFs Pipe Design atid Tnskallatian.
NSF Int�rnaliartal (NSF) �for us� in patable a��licativns):
a. 61, Drinking Water �+stem Components — Haalth E£�'e�ts.
372, Drinkiug Wa�er �ystem Companents -- Lea,� Gontent.
39
��
41
4�
43
�4
d5
4G
G Geotechnical Reparts:
l. °`Geot�chnieal Engineering Stndy, �lear Fork Lift Station and Farce Main Along
Clear Fark Trinit�+ River frnm W. af R�gers Avenue to V�. 5th Str�ei, Fart'Warth,
Texas", �MJ �xxgine�ring, I�c., Repnrt .N�. 143-20-366, Clctoher 3�, �02�.
2. "Addendum # 1— Addi�io�al Lab o.ratary Testang, Cl�ar Fork Li � Sta�ion an d Ftarce
Main Along Clear Fork Trinity River fro� Vi�. of Rngers Av�ue ta W. Sth �;#reet,
Fort Worth, Texas", CMJ En.gineering, In.c., Report 1'�Ta. 103-Z�-366, De�e�ber 14,
�0�0.
CITY DFPqRT W�ItTH
ADDhNDUM No. 4
�n�t �a�x FnRCF: �vrnnY
CITY PRd1�t:T ND. 1 D�99�
33 31 2b - 4
HIC�H DEN3I1"1° PdLYE'�I-�yZ,Ei"TF (HDpE] P�PE FOR S&WF.R �ORGE MAIhIS
Fagc � af 11
i.4 ADM[NYSTRATNE RE�i]IREMENTS
2 1.5 SUBMIT`,�',A,L�
3 A, Submittals shall be i,n accardance with Section 41 33 DD.
4
5
6
7
8
E, AlI suhmittals shall be accepted hy the �ity prior ta delivery andfor fabr�catxon far
s�ecials,
C. Rer•iew axul acceptauce of the Contra�tor's subno.i�tals by the Engineer shall nat be
❑anstrued in az�y �,y as relieving the Contractor 4f its respn�sil�zlzties under this
Cantract.
9 1.5 A�TION SU$�TTAYSIINFORMATI�NAL ST7gMITTALS
1D
11
I2
I3
1�
15
18
17
18
1�
20
2l
�
23
2�l
2�
26
�7
28
29
30
3X
32
33
3�F
35
3b
37
38
39
40
41
42
43
A. Qualifica�ions
1. Sub�it manu#'act�rer and l�utt fusian welder quali�catians iu accnrdan�e with
Article 1.9 and the �al.Iawing:
a. Docuxnentation that each Fusi or► Technician has met r�quixeme�ts far �Qini.ng
pro�iciency for each typ� af� fusiQn jcaini perfarrned by the P�xsiani Technici�n
under this specificatzozz,
b. Docurri�ntatian af canfarin�.ance with this Secrian and applica�le stand�rds,
including r�+�tten documentatiQn regarding any zntex�.dad variance fro�n this
Section and applicahle standards, This will ix►c1L�de fiision jnint warranty
infnrmatian and recornrnended proJect specific fusion parauxxeters, in�luditag
criter�a logged and recarded by data lagg�r.
2, The follow-ing AS-RECQRI�ED D�4TA is requir�d from the �antractar andlar
Fusion Provider:
a. l�usian reparts for eack fusian j�irrt perf'armed on the praject, inclucling joints
t�at were rejected. �ubr�ittal$ qf tt�e Fusian Technician's jaint reports are
r�uired as r�quested b� the Owner or Engineer. Specifi� re�uirernents af the
Fusion Technician's joint report shall inelude;
1) llate and Tixne
�} Pipe or fitti�ig si� and DR or pressi.�re class ra�ing
3� Fusiaz� �quzpment size and iden�ification
4) Fusion Techriician Idcnti��ation
S) roh Identificatron Nt�mbe�-
6� Fusion �1umt��r
7} �'usion,�oir►ix�g paxarneters {interfa�ial presgure duri,ng �'usian atad caoling,
and fusian temperature)
8) A�mhient Tazn�eratuxe
B. Frvduct Data
1 _ Manufacturer
2. Nominal pipe diametex
3. Pr�ssure Rating
4. Standard Diraensi� rati� (I]R}
5. Ce11 classiftcatzon
b. Laying lengths
C. Sh�p Dra�vangs
CITY Cl�' F[]RT W�ORTH �LEAR FORK Ff]R�S MAIld
AnpE►+mUM Na. 4 CITY PIZOdBCT NO, i(1Q995
333125-5
HICH I}EN3IT'7C P�LYErHYLTi�TE (I-IDPB} PIPE F4R SEWER FORC,E �vIAIi^�S
Page 5 vf 1 l
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9
ld
1, �ID�E Pipe �Qr water dzstributian or sanit�ry se�rer fat�e mains for 24-zn�h and
greater diameters;
a Wall thicl�uess dcsign calculation� sealed by a Professiona� gngineer Licensed
in Tcxas includigg:
1) Working Pr�ssure
2) Surge Pressure
3) Deflectian
D. Ce�ti�cates
E. Furnish an affida�wit c�rtifj�zn.g all HnPE pipe has been tested and is in aec�rdance with
this �ection and a11 ASTM aud A�� �tandards as listecl hexein.
� z �.� cr�a�sF,ou�r susnnx�c�r�s �roT us�na
12 1.$ MAINTENANGE MATERiAL �IJBh�ITTALS [NOT [TSED]
13 1.9 QiTALIT'Y AS�URANCE
l4
15
ib
17
18
19
20
2l
�
23
�4
25
�s
�7
28
29
30
31
32
33
34
35
A.Qualif�catzons
1. Manufacturers
a, Finished pipe shall be the product o£ane (1) manufacturer for each size, unle�s
other�+ise specified l�y tk�e City.
I) Ghange arders, speGials, and �ield changes may b� providsd by a differ�mt
manufacturer upan City approvaX,
h. Pipe man�zfa�turing operatians shall be per€orxned under the control af the
manufacturer.
c. Certified copie� af iest reports required with each deliwery, stating �II pipe is in
aecordance with �STM F714, ASTM �335d, ASTlvi D3035 as appl'zcable.
2. Sutt-Fusion V�7elding
a. Butt-fusion welding o£pip� sections shali be petf[�rmed by a fusion teckmicisn
certified by tbe pipe tnanuf�turer. Manufaclurer's re�arnmend�d pzactices
5�18� �7C fO��OW�.
�. �ach Fusion Technician perfQrming bi��t fusion, saddle fusion, or el�cctr4f�sion joints
shail be qualifed to make hutt fusion jaints in accardance wzth ASTiVI F2624I1290.
Qualification shall have occurrcd not more than 1� mvnths he�ni�e perfarn�ing fusion
joining on site in aocordance with this S�ction. Qualefication shail he a doc�[rker.�t�d
demanstratiaxa of praficien�y by mal�ing jaix�ts in accvrdance with ASTM F2S2d11290
t9�at are prayed to be satisfa�tor�r by destruative testi.ng in accnrdan�.e with ,A�STM
��6�ait�ga.
1.10 DELIVERY', STDRAGE, APYD HAN�L�NG
3fi A. 5tozage and Han�iling Requircmenf�
3� �, �e�ure and maintain a lacation ta store the material in accordance with Seciion �]
38 b5 00,
39 B. Stnre a.nd han,dle in accaa'dancc witka the guidelines as stated in A�A M55.
CITY DF PaRT W�RTI1 CL�AR FOI� F[dRC� MAT31
ADDENDi]]�i No. 4 G71'Y PR07ECC N0. 16D996
3331�6•6
HLGFI AFI�SITY PQI,i'�THYLF.�lE (i-IpFf3j PIPF3 FOR S& WFR FORC� MAII+IS
Png� b nF 11.
1
2
1.11 FI�LD [SITE] C�Nl7�'I'IDNS [NQT LTSED]
1.12 WARR.ANTY [nT4T U�E�I]
3 PART � - PRD1lUCTS
�4 Z,� �WNER-FURNISHLD [NOT USED]
5 2.2 MATERIALS
6 A. Mar�ufacturers
7
$
9
1�
11
12
13
14
15
]b
I7
1$
19
20
21
22
23
2�
2S
�6
27
2$
�9
30
31
3�
33
34
35
36
37
38
39
I. HD�E Pipe �.nd Fittings
a. Fex�ozxnaalce Pzpe
b. 3M Eagle
c. Pipelinc Plastics
d. �SCO Pipe
�. WL Plastics
2_ �uhstitntion requests fnr man.ufacturers nr models not indicated above shall he
processed in accordance �rith Se�iaan 01 25 00,
S.��T]�E Pipe
Pipa �n.d FitCings
a. The follvwir�g pipe classes apply. In no case shfluld the pip� classes vary �irozn
the fol.lowing:
Insta�iation e Pi e �Iassi�ca�ion
0 en Cut T3IP� I)k-.13.5
Carrier 1Pi e TJIP� 17K-13.5
Haria�ntal llIpS DI�-11
n���t���al n�1�
b. Material
1) Extxa High Molecular Weight, High Density �al�rekhylene PE 4'� 14, �ell
Class F�A45574G with colared. s#riping the enti,re leng#h o£pipe in
ac�ordance with AWWA C901 or �V4�VA C946.
a} Striping shall be Cell Class PE445S74E.
b) Cell Glassificatians are to be in accardanca nvitf� A,STM 1]335�.
2} Hflxnogenevus throughaut and free af:
a) ,�S.bxasian, �uiting, ar gaEuging a�the autszde surface extending t� naare
than 10 percent vf the waIl ihicIrness in �epth
b� Cracks
c} Klnking
d) �'lattening
e] Hvles
f} B�isfcrs
g) �ith�r defeCts
c, All �ipe shall be calc�r cvded far the intencied serviee. The cvinr coding sha.11 be
pexmt�ently co-extrudcd stripes nn the pipe out�ide surf�ce as p.art af th� pipe'�s
mazzufa.cturing pr4cess. Painting HllPE pipe tca accamplis� color c�dixig is nat
per�mitted, Color codzng si�all be as fallows:
GIT1' OF FORT WORTI-1 C'T_1FAR F(]RK PCII{Cf: �4TATh1
ADI7EI+Idti7MNR. 4 CiTY PRQ�EC;Ti*�C]. 1(If�99fi
333i2G-7
HIG�I DEld�fl'Y PCILYETHYLEI�IE (�PEJ PTPL. F�R SEWEIL FORCB MAII�IS
Page 7 nf 11
1
2
3
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5
5
7
8
9
lo
11
12
13
I4
15
16
17
18
l9
z�
2]
22
�3
2.4
25
2d
27
2$
d.
e,
f,
$•
1 } ��W�T — gi��Il
2} Water -- bine
3j Reuse — puiple
pxpe �,rit� gaskaes, nicks, abrasic�ns, or any such physical damage which may
ha.�e �r.curred d�rin� starage andloz-handling, which are larg�rldeeper tkian 10
perceni of the wall tb�ickness, shall not �e used �.nd shal] be remaved f'ram the
constructio� site.
1'ipe and �ztkir�s sh�1l �e unifom� in calar, apacity, density, and ather physical
pro}}erties.
pipe Marlsings
1) Yn accnrdance with ASTM D3350
2) Minimurn pip� markings sha116e as £�llows:
a} �ntervals uniformly at �-inch
b) 1Vianu£acturer's Namc or '�"rademarl� and praduction recard
c) N4rnit�al pipe si.ze
d} ASTM ox Dimension Ratia [I]R) desi�nation
e) Cell classi�ication
#} Seal af testing agen�y that verified the suitabiliiy of fhe pipe
Dimer�,siom Classificatian
1} Pofable and farce m�.in applicatians shall Y�e Duckile Irax� �ipe Szze (DIPS)
or Iz•nn Pzpe Size [1PS) as indicated in the Thawinga.
�. Conneations
a. Use aniy tz�auuufactured fittings in accard.anc� with ASTM D3261. Dnctile Iran
Fittin s shaII not 1te ermitted.
b, HDPE fabricated fittings shal� ha�e pressure clas� ratings not Iess tha.t'► t13e
press�re class rating nf�thc� pipe to which they axe jained.
1) For pressure applications, aminimum pressure rating af 1S0 ps�i is r��ixed
fbr all fittir�gs,
a9 3. General: Buit-fusion joints shall be used for all pipe installed �y hoxz�ontal
3b directia�zal drilling[I iDD}. Fziction ar presswe cauplin�;s are NOT"
3l AC�EPTABL�.
32 �. Butt �sion �aints: $utt fusion tecbuuiqrxes sl�ail meet al1. requirements o�ASTM I]
33 2d57 and D32d1, pipemanufacturer's rec�mm.enda#i�ns, andrequirements �ft}ais
34 Secti�n.
35 �.3 ACCESSURIES [NDT �3SED]
3b �.4 SUURCE QUALITY CU1�iT�tQL [N�T �7SED]
37 PARA 3 - E�E�iITYON
38 3.1 INSTALLERS [NC}T CTS��]
39 3.2 E�.AMll�AT�UN [NUT [TSED]
40 3.3 PREPARATI�N �i[lT LTSED�
� 1 3.�1 INSTALI�ATIf1N
�2 A.C`reneral
CITI' OF F�RT WORTH
AIl�]ENI]iRui 3dv. 4
CLEAR F�RI� FQRCE MAII�
GTTY PRQ7ECT �10 _ 104446
33312b-8
IIIGE3 D&]�13I1'Y ppI,YETHYLF1�iS (�IDp�} PIPE PQR SRWE�d FORCL-' Mt4IN$
Page 8 �f 11
2 I. install pi�c, fittings, speciais, arad appurtenauces in acc�rdance with this 5ection
2 and the �ripe xnanu�'acturer's recnrnxnendat�ons.
3 2, Lap pipe to t�ie lines and gra.des as indicated in the Drawings,
4 3. L�xcavate and hackfill trench.es in a�cardance with Section 33 QS 14.
5 �. Ernhed pipe in accordance vvith Section 33 �5 10.
6 5, InstaI� carrier pipe witk� a�nnular grouting in accordance with Seotion 33 05 24,
7 6. J.nst�ll �ipe by HDD sn a�caardance with Seciion 33 �5 46.
S B, Pipe Hand�in�
� 1, Haul and distx�ibute pipe an.d �rttings at the praject sit�.
i 0 2. Handle piping with care ta avaid darnage.
l[ a. Inspect eaah j oint 4ipape and reject or repair auy r�amaged pipe privr to
] 2 lnw�ring into the trench.
13 b. Use o�y nylan ropes, sli.ngs, ar other liftzng devices that will not danaage #he
14 surface of the pipe far handling t.�e pipe.
15
lb
17
l8
19
24
�]
2�
23
��
25
2b
27
28
Z9
30
3i
3�
33
34
35
36
37
38
39
4�
3. At the elose of eack► operating da3�;
a, Keep the pipe clean and �ree af debris, diz� animals, aud txash -- during and
a#ier th� laying aperatian,
b, Efl�ectiuely seal the open end nf #he pipe using a gasketed night cap.
C. Pipe Joining
1. doin pipe in accardance with A�STM F�6�0.
2. �perators must be certified by ih� t�.anu�aciurer ta use the fusinn equipment.
3. F�Ilow the �im� and temperature recommendaiians ofth� manufacturer.
4. .Iaints shall be stranger t�ata the pipe itself, be properiy alzgned, ar�d contain na gaps
or �+aids.
S, Rernn�e �h� inte�Ylal bead Greated by the thermo butt-fusivn weldi.ttg pr�cess �for
sizes smallez tk�an 8-inch}. The internal bead shall he removed using equYpm�nt
specificall� designad far this ap�iication. After th+� be�d is cut from t�e pipe jvint
the scrap bead sha11 he �exnoved from the pipe.
b � Ear,� £usiou joint ahall he r�corded and logged 1ry an electranic rnonitariug device
[data Iagger) canr�e�ted i:o the fusio�t macl�ine that s�a11 register ancVor �ecor� the
parameters required by the manufacturer and t�ese spe�ificati4ns. Data nat logged
by the data logger shall be lt�gged manually az�d be included in the Fusion
Technici�n's join� xeport.
D. Installatiox� by HI)D
1. Where installatzon b� HDU Ls called for an the Drawings, the HDPE Pipe far 5ewer
Fnrce Main �haIl be installed isz accordance vvith Section 33 �5 �5 — Horizvnial
Directiouai Drilling-
2. Eacki. xeach af pipe ta �e install�ed by HDD m�Eliods s��II be fully fabricated an�
#ested using h�drvstati� pre�sure priar tc� and af'ter inscallation, usi.ng th� pmcedures
des�rihe�tl in thzs Sectinn and referenc�d s�ztic�ns and s�andards.
4I 3. Exam.�n.e the pipe layout axea fnr evidenee af ro�ks, debris, ar ath�r obje�ts that
42 could damage fhe pipe during layout, fabr�ca�ion, ar installation, Remove a1L such
43 Qbjeet and ensure layaut axea is compatible wit� Contractar's operatinns.
�44 4. Exaxnina the pipe Iayvut area ta �nsure that na obstruction exists that mighk
45 interfere with inGtallation.
CITY 0� F�RT WDRTH CiFAR i�()F�lC FQRCE MAIl+i
A17I7�'Ni]CJM Na. 4 GIT'Y kIi�76CT1V0. lUag9.G
333125-9
HIpH L7EI�ISIT1' P�LYE.THYLENL (HDPE) PLPII F4R S�WER FdAGE MAIt�IS
Pagc 9 of 11
1 S.
2
3
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5
d
7
S
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7.
E:�
A. S�we�r Force Mains
1. Hydrastatic Eesting:
k3. k�ydrp�tafic Tes#ing
1� 9. 'Che Cflntra�tar s�all fahricate and pressure test the pipeline priar ta in�falla�inn in
15 the prepared HDD bare �a�h. The Contxactor shall hydrostatically pressure iest the
1� pipeline af��r installationhy HDD. The Cantr•a�Cc3r shall prvvide all n�ceSsary
17 labar, equipment, annd �atexials ta fabricate a�►d t�st tihe pipelin� izz accordance wi#h
18 this Se�tion,
19 1�. T�e length aifabricated arid installedpipeline shall be suf�i.cient to a11ow for
2� expansion, contractivn, and cannectians to adjacent pipe seckians.
21 3.S �tE�AIR
�2 A. Repa.ir �ny daxnaged pipe, fittings, specials, and appurtenances in a�cardance with this
23 Section ax�d the pipe manufacturer's recommendatians. Faulty fusian joints must be
24 renna�ed and i�ernade.
2S 3.6 RE-INSTALLATIUN [N�T USED]
26 3.7 FYELD QUALITY COIVTRQL
27
28
29
30
3I
32
33
34
35
3�
3?
38
39
4d1
41
��
43
�4
45
The pipe layout �nd fabri�ation az�ea shaLl 1� within the areas specifxed on tt�e
Ilrawir�gs, or o�iierwise appxov�ci i.x� writing by the City, The pipe shall nat obs#xuct
traffic ar park as:cess, except as pravided far in the Drawings.
The Cantractor sha11 provid� all necessary pro.t�tive paclding inaterials and skids to
protect the pipe ancE existi�g site £eah�res (especially trees} during storage,
fabricaiion, and installa�tavn.
The Contractar shall. pravide adequate supports and rallers along the HD� pipe
iayaut area tn support ihe pipe during installati�n and ta pratect th� pipe from
dat�age by stc���es, debrzs, etc., on #�ae ground.
Inspeet the pipe siring, hutt fusinn vcrelds, pulling head, srvivels, '6reak-away
cauplings, �tc, prinr to installation foz any defeGts. Repair any defecis priar to
installation according tca maz�ufacturer's xecommendations and iz� accorclanr.e with
these Spec�c2�tions.
Hydzo�taticaliy test all force mains int�nded to be pressuriz�d t� xz�eet the fol.louring
criteria:
a. Furnzsla and install corporations for pro.pez testing of the main�.
1) Furnish adequaie and satis-C�ctoxy equiprnent and supplies necessary to
m�e such hydrostaii� tesis,
b. C3radual]y �l� the sec�i4n of znain to be tested with water, earefully e�pelling
th� air aiad apply the sp�i�ied pre�ssuxe.
c. Test Pressure
Ij Sewer Farce M.�i�us
a} No� less than 100 psi abo�e lhe nazmal warking pressw�e (whfch shatLl
he a minimam af 9Q si ak all lacations RI1CL ]Ii BCCQi'CL3i1C� 'VPIt}1 3{)
TAC §� I'7.
d. Test Condit��ns
I} In�tall rn:�;n and backf'ill priox to hydrdstatzc testing.
2} Test Durativn
a) Sewer force rnains: � hours
CiTY OF FDRT WDR'I'Fi
ADDENI3LIM No. �
CLEAR FORK F4RCS MA.�I
CITY PRO,IECT NO.1UD49b
333I2G-l0
T3IGH DENSITY P�LYLI'EIYLENB [I-31]P�} PIPEFC}R SEV�P.R F(7HCEMf�Il�7$
Pagc 10 of 11
I
�
3
4
5
G
7
8
9
10
11
1�
l3
14
15
16
17
]8
l9
20
21
22
23
2�
25
26
27
28
29
30
31
3�
33
3�
35
3�S
37
38
3�
�0
4l
G2
e.
f.
b} Speoial Consideraiions inr HDPE mains; Under na cis�umstances
should t11e t�tal tun� f�r ixiitial pressurization a.nd time at test p�essure
exeeed S-hours at 1.5 trmes th� syst�ra pressur� rating.
3) Add water as necessazy to sustain the required test pressuise.
4) Close isoiatian val�es for air release vatr�es.
5) Makeup wa#er rn�st come frorx� a�xed 55-gal�ozz cantainer tlzxt daes not
have a watear saurce.
�easure all water used in tke pressu.re t�st throu�h an approved meter, or
measure the dif£erence in vol►irne wit�in a 55-gallon c�ntaizae,r.
Hydrflstatic Test Failuz�cs
1) For any rnain that fails to pass �.3�dros�atic tes�:
a� Iden�ify t11� cause.
b} R�pair the le.ak.
c} Restoxe the trench and surface,
d) Retest.
{Ij �ar HDPE; �llow pip� to relax far � peric�d of 8 hours befare
b�ginning ne�t test.
2} All cvsts ass�ciaCed wi�h re�airing th�e znain to pass the hydrastatic test is
the sole respansibility ofthe Cantractor and inc�uded in the price per linear
Paot ofpipe.
3) I�#he City det�rmines that an existing 5yst.em �al�e is t�e cause fnr the
fail�d hydrastatic test, t}ae Co�tr�ctox shall tna�e Xarnvision� to test the main
withaut the us� af tk�e system �ralve.
a} Na ad�itional payxnent will be made to the Coxztxactar if the existing
�a1ve i 5 un�1�Ie to sustain the hydrostaiic tes#. All w�rk required ta
facilitate suitabl� test conditions silall be inclutied in the price per linear
faot of pipe.
2. Al�owable Leakage
a. Sewex Force Mains
l] Dv x�ot exceed more tiaa�i 14.Q gaIlans per inch of diaz-neter per mile af pipe
per day,
2� No greater leakage rate in gallons per hour per 1,40Q feet af pipe than �.a�
c��termined using the following foxmula:
In inch.-pound units,
L� �n��
l 55,4�0
Wher�;
L= testing allowance (make up water), gallons per hour
S =length af pipe teste�, #t.
D; nominal diameter ofpipa, in.
F— a�erage test pressure durlxkg the hydr�statiG test, psi
43 3,$ �YS1'�M STA�'�`iIP [1rT�T �C15ED]
A4 3.9 ADJUSTZNG [N�T [TSED]
�5 3.7.0 CLEANING
46
CITY QF F01tT VVORTfI CLBAR FDRK FORCE MAIl�i
ADDEND�]A�f Nn. 4 CITY PRI].FEC C l+IQ, 1Qf�99fi
33 31 28 - 11
HIGH DE1+i5I'tY POLYET�-IYLENE (EILIYE) E'1T'� FpR SBV�1IiR FC]RCE MAIikS
Page L1 of 11
i
2 �i, C�eaning of sewer force mains
3 i, Clean the mains in accordance with SectiQn 33 04 Sq.
4 3.�.1 CLU�EOilT ACTTVITIES [NOT iTSED]
S 3.12 PR�TECTIC}N [NOT USED]
6 3.13 MAYNTENt�NC`� [�TOT U�ED]
7 3.1� ATTA��iiTS �1V�T iTSEDj
8
9
10
END QF SECTi�N
CITl' OP F�RT WdATH CLEt�R F47R� F4RCE �VIAIN
ADDENI]UM No. 4 CiTY PRO.IECT NO. 104946
333921
PDLYM�R Cd�ICR�Tfi MANH�LES
Page 1 uf 7
Y
Z
3 PART 1- GEI�TERAL
A 1.1 SUMMARY
sECTxo�r 3� �� z�
P�LY1vC�R C��ICRETE M�1�THOS�ES
5 A. Sectic�n Includes:
6 1. Acid resistant palymer ma�holes intended for use in sanitary sewers, staxrn sewers
7 atZd wat�r' lines, whexe �orrosian reaistance is required.
S I.2 PR�CE AND P�.i�iVI�NT PR�CEDURES
9
i4
11
12
13
1�$
15
16
17
18
I9
�0
21
�
23
24
2S
26
27
2s
�9
3Q
3I
32
�3
34
3S
36
37
38
39
A. Mea.Surement and Payzncnt
1, Ma�nhaIe
a. Measurement
I) Measurement for this Item shall he per each �oncrete Palynner �vlanhole
b_ Payrnent
1) Tt1� W�I'�C �E'fOC]Xl@(� Sti� �1� 7]18�Y'LS15 Fl]S17L5}10CI II1 �GC01'CiS11CG Wl�l �715
Itezrz ahsll
Z� �e paid far at the unit price bid �er each "Mawhale" inst�lled far:
a} Variorzs si2es
b) �ar�aus ty'pes
c} A11 d�pths
c, The price bid wi.11 in�lude:
1} Manhole s#ructure ��mplate zn place
2} �Iortex rnanhole znsert (if required}
3) �xca�ation
4) Forxns
5) Reinfaxcing steel �ifrequired)
6) Gonc�'ete
'�) Bacl�i.11
$j �'ou�c�ation
9) Drop pipe
l �} Stubs
11 } Frame
12] Cover
l3) Grade zings
i�4} Pipe connectians
15} Pavem�a�.t rennaval
f 6} Hauling
17} L�ispasal of exeess tnaterial
18} Placernent and eompactian af bacicfill
1�} Cleauwup
4p I.3 REFERENCES
41 A AST`M C�178 {rnast current) Standa�rd Specificatian far Pracast Reinfarc�d Cau�rate
4� Nianhole Sec�ions.
CI3'Y QF FURT WORTI-i
CLEAR F4RK. FO RCE MAii�f
C"aty Praject Na. 1 fl�94d
AI7AF�IDL1MNa. d
3� 3921
PpI-1'3�R CC}NCAETR MAIYH�LES
Pags 2 af T
l
2
3
�
5
b
7
B. ASTM C 857 (mosf cturet�t} Standar� k�ractice f�r Min,ix�um Stnzctural Design Laadzng
far Uz�derground Cltility �tructures.
C, AS'I'M D 648 (most currentj 'I'�st Methad f�x D�flecti�n Temperature of Plasrics Un,der
F1�x�u�ai Load in Edgewis� Positivn.
D. AST�VI D 6783 (mast �urrent} Stanclard Spec�cation fox Polyrner Canci�ete Pipe.
E. ASTM D 2584 �most current} Test Met.had foz Zgni�inn Lass of Cured Reinfarced
R�ins.
S �'. ASTM C 923 (mast current) SGandard Specificatian,s for Resilient Ccr��auectaxs between
9 Cancret�e lUlanholes �tructutes and Pipe.
10 G. ASTM C 990 (tn�st curre�t} Sta,ndard Specificatxan for rvints far Crn�crete Fipe,
11 Man,hvles a�n:d �'re�a.�t Bax �ectians usi,zzg Prefc�rmed Flexibl� .foint Sealants
12 H, AST� C 497 (rnast currezet} Test Methads for Concrete Pipe, Manhole Sect�ons, ar
1� TiZe,
t�4 I. AASHTU LRFD Hridge Design Specifieatians
15 1.d ADMTNISTRATI�E REQi]IREMENTS jNQT ii�ED]
l b 1.5 5 CIRMI TTA�L,S
l7 �. Subrr�itta�s shall �e in accordance with Section (�1 33 D0.
1 �3
I� 1.�
2p
i�
��
33
�4
25
2b
�7
28
�9
3�
31
32
33
3�
35
35
37
B. All suhmittaLs sk�all be apprat�ed hy tl�e Ciry priar ta deli�vcry.
ACTXQN SiTS1VIITTALS1I11iFOR�NIA�'�ONA.L SUSTVIITTALS
A. Product Data
1. FTelirieSy glateS, I'IrigS a�'ld COVeI'S
2. Mat�erials to be us�cl in fi�bric�ting drap connections
3. Mat�risls to he useci far pipe connectians at manhol� walls
4, M�terials ta be usari for stubs and stub plugs, if requized
S. P�oo�of current �w-if.hi� the last 3-montks} independent Chernical Resist�nce tesring
canducted zn accordance with L�e Standard Speci�'ications £or Puhli� Wark
Cnnstz�.l�tzon (Cali£omia Greenbaok) Secticm Z11-2 0�• equal. Reactive material
shal] nat �xceed 5°�0.
S. Shop I3rawings
1. �hop dra�wings of manhale sections, i�ase units and constructi�n detai�s, joincing
mtethods, maCerials �t1d dime�si�ns
�. Summaty ofcriteri� osed inm�nhale design includir�g, as minirnusn, material
praperties, laaclings, load cnmhiz�akions, and dimensions assuHted. 3n�lude
ccrtifxcatiau �i�oxza manufa�turer that acid resistan� polymer manhnle c�Csi�n meets ar
exceeds the laad and stren.gth �equirements af ASTM C 478 and ASTM C 8S?
3. Shop Drawings a}aall be se�led by a Prafessional Engineer registered in t,�e State of
Texas.
C1TY OF FaRT W LlRTH
CLB?►lZ FOAIL F(}RL:E �LAIlV
City Praject Fio. 100496
1 �r•�■ lu �.. .
33 39 21
Pi]LYM�R C❑NCftL�Tli M.4IdHgL�S
Pag�3af7
1 I.7 CL45EOUT SUHMITTALS [NOT LTSEiI]
2 1.A MAIIVTENANCE MATERIAL SLTBMiTTALS [N�T USED]
3 �.9 QLTAL�T� AS�iTRAl�TCE [NDT USEI]}
� 1.14 DELNERY, STQR.A.G�, .t�ND HANDLTNG �'fOT U�ED]
s
5
?
8
1.11 FIET�Il j�ITE] G�IV"DTT'IONS [N�'I` U�EAj
1.1.2 'L'�ARR�lV�TY
A. Manuiacturer ViTarranty
1. Man�facturer's �1,Tarxanty shall be in accardance with Division 1.
9 PART 2 - PR�DUCTS
lU 2.1 OWNER-Fi]R1�TTSHED [ax] dWNER�iIPPLxED PR�DiTCTS [NOT i]�ED]
I]
12
13
I�
1s
lb
17
18
19
2�
21
2�
23 5.
z4
25 h.
2f
27 7.
28
29 $.
3b
3I
32
33
34
3S
35
37
38
39
2.� MATERTAL�
A. �ieneral
], Provide acicl re�istant polym� manho�e secti�ns, base sectaons and r�lated
cornponents confarming to ASTM � 47$. ASTM C 478 zx�terial .and
manufacturing is �llawed �amposiiinr�al and dirncnsi�nal dif�'erences x�yuiz�ed by a
palymer praduct.
2, Pcavide lxase riser sectiQn with integral #lvors, unless shown oth�rw�se.
3. Proeide riser $ections joined with hell and spig�t 1 shi�-lap design seamad with
butyl mastic �AS'I`M C 990) so that an assemhty, xnanhole base, riser and top
secti�n make a continuous and uniform rnanhole.
4. Construct riser se�f�ons for polymer inanhales frurn standard pc�lymer manhale
sectians of t��� diameter indicated on drawings.
Use �arious lengths a£ manh�Ie secti�atis in combination to px�vide correct h,elght
with th� fewest jniw�s,
Design wall scctions far depti� a�d laading conditians with �vall thir.kness a�
requir�d by palyrx�er xnanufactux�r.
Provid� tops to suppaz�t HL-93 vehicle laadin� and receiving �ast iran frame cavers,
as indicaiead on drawings.
�i7her� palymer transition slabs are requ.i.red provide precas� base sectinns with flat
pnlymer slab tap sections used ta bransition Ca 48-inch ciiametar manhale ac�ass
risex sections. Transition can he concentric or eccentric as shor�vn on drawiugs.
Locate [ransitian to provi.�le crrinimum r�f 7-faat heacl elearaa�ce fz�m base tv
underside of transitx4n u.nless ot]aerwise apprav�d hy engiueer.
B. Design �riteria
1_ Manhole risers, tr$nsitian slab�, conical taps, grade zings and manhale l�ase sections
shall be desig�.ed, by manufa��ur�r, ta meet #he in.tent �f ASTM C�L7$ with
allo�a�a�� cnrnpasiiiana] and sizing differences required 1�y a p�Ipx�n�r praduct.
a. AASHTQ LRFD HIf-93 desigx.t �Zve Ioading aPplied f� manhole cove'r and
transition a�nd base slabs.
CITY �F FC}RT WQRTI3
CLEAR FO.RK FORCB IVIAIN
City PrajectNo. 1U�99d
AI]DHHI]UM Na. 4
33 39 21
PO�.'YMLR CONCRi?'['.F NfANI3�LE5
�Pa�e 4 of 7
f b. Poiymer inanhoies wii� be designed based upon live and dead load Griteria i�
2 A.STM � $57.
3 �, C1nit soil weight flf 120 pcf located �bove portians af manhole, including base
4 st�b proaE�tiQns_
5 d. Interna�. liquid pressurebased ar� unitweight of f3 pcf.
� e. Dea� Ioad of'�►anhale s�ctians fu11y su�pnrted by tra.risita�n and hase slabs.
C. Design
�
9
lfl
11
12
I3
14
15
16
i�
1$
19
2D
�1
�2
23
2�
25
2d
2'T
28
29
30
31
32
33
3+}
3S
36
37
38
39
4i7
41
42
43
I. Manhole ris exs, transition slaf�s, conical tops, grade rix�s and nnnnhole base sectians
shall �e designed, by ma�nufactur�, #a x�quire,ments of A�TM C: �78 and ASTM C
S57 as rn�clificd ta accept palyuxer construction in lieu o�aoncr�te as fo�lo�vs:
a. Polymer Mixture � the rnixture shall cansist s�Ie1y of t�ermas�+'� reszzz sand
and ag�regate. No cementitiaus tzaaterials �a1f be allavped as part ofthe mi�c
deszgn rnatrix. All sand aud a�gregate sha11 he nonreactive in an acid
en�virunment.
h. Required v�rall thi�kness �ar all memb�xs will be fhai stated kay palymer man}iole
znanufacturer based upan loading canditions an�l nnaterial properties. 'I'he a�ra11
thiekness af risers and canica� tops s�a11 }�e not less than that pzescribed by the
manufacturer's design by more thar� 5°�0. A wal] gxeater tl�an the p�rescribed
design sh.all nat be r.�use for rejaction.
c. Themn osetting Resin - The r�sin shall have a minimurn of de�Iectapn
temperature nf 1�8°F whez� tested at �64 psi (t.820 mPa) falla�c�ving Test
Methad D 5�18. The re�in content shall ncrt h� I�ss than 7°/0 of ihe weighf of ihe
sample as determir�ed h� t�st method D 25$�, Resxz� seleciion shall be suitable
for applxcations ir� the �arrosi�re canditians to v�hich the structures yvill he
expased.
d. Eacl� mazxhole campanent sha11 be fr�e of all deFects, includirag inderitarians,
cracks, foreign inc[usions and resin stazved ar�as that, due ta th�ir n�ture and
d�gpee or �xtent, deL-riment�lly aff'ect the strength and serviceabiliry of th.e
component part. The intei�al di�.u�.eter af manhale companents shall not vary
more than 1°/a. Variatians in height aftwn oppasite sides of risers and conical
taps shall not be mare the 5I8 inck. T'he untler 11in iza hei�ht af a riser ar canxcal
tap sb�11 nat b� mat�e th� llqin.lf� a�h�ight with a maximurn, o�lz in�cb in any
one seetion,
e. Marketing and Identificatian - Each rnanhol� shall be marl�ed an the inside arid
autszde with th� foilowing information - M�nufacturer's z�ame ar trademar�z,
ManuFac�t.ire.r's locatinn and Pxaduction Date.
f. Manhale jnints sl�all be assembled with a belllspignt ar shipiag butyl mastic
jni�t so that on asscrnbly, �naazxh,ole base, ri�er and tap section .�x�a�ce a
co�z�znuous and uni.fazxn manhal�. roint s�a�ing surFace�s sh�11 �e free afdents,
gou�es and othex surface in�egulaxities t�at wou�d affect j oint integxxty.
g. Minimwn clear distatrce between two wal� pezaetrati�ns shall be a tninimwn a�
b" �sn 4$" ta 72" diamet�r .manhales and a minimurn of 8" on largex diameter
manholes, A clearance of 3" is xaquired between wall penetration and jflint.
c�� nF �o�zx vvox�x
CL�AR FORK FQRGE NIAIN
Csiy Projeat iVa. 10694&
A-I�pSNAUM Na. �#
333921
PULYI�ER E7D1�ICiiETE MANTi4LT5
Pag� 5 vf 7
1
2
3
4
5
b
�
8
9
1Q
1 l.
12
13
14
15
1�
l7
18
r�
2fl
�.1
22
23
h.
[.
�
k.
�O]75LTI1Ct 1IfV0I'� C�ailI1C1.5 tA pTDV1C�B 5IT100t�A flQW CCa115Tt1aI1 W�$ei1V�� VH1�1 110
disruptinn of flow at pipe-manhol� cannectians. �vert slape t.�xough man�ole
is as indicat�ed on drawin.�s. Pro�ide curves for side inlets and s�iooth znvert
�llets far flaw t,ransitian b�tween. pipe inUexts. Polym.ex be�ch and channel are
to be canstructed wit�a all resin aggregate rrlaterial — na alternative fill rnat�rial
is allowed. Exiended base faoter requiremcnts for buoyancy cancerns �an }ae
addressed with cennentiti�us cancrete nuaterial.
Pra�vide resilient connectars ca�afotm.ing ta requirements a£ ASTM C�23 or as
a required by owner, A�1 cannectars are ta be water tight. Install. approved
resilient conne�tars at ea�h pipe enteri�.g and exiting manhales in accordaz�ce
with rnanufacturer's insinxctinns.
�teel reznfoxce�enf shall be caated f�r acid resistan�e. I]esi.g►�s using non-str�el
xeinforcemextit are allowed.
Exoeptions to ASTM C 478- cnmpanents sh,all 6e desi.gued for the xntended
cvmhinatians nf manufacturin� materials, Caxnpaz�ent designs m� be as non-
rein�'orced inernbers �r reinforced members as xecammended $y the
manuf�ctnrer. Steel reinfnrcement is nat requirad far circumferential
reinforcernen�, jolnt reinfc�r�ement, base slab reix�farc�ment or hoap
r�infarcement, but may be placed for tha purpase �f product handli.3ug.
]7. Manuf'a�turers
1. Arm�rock
2. i1,S. Cc�mposite Pipe, Inc.
3. 1Wo othex manufacturers �hall he perrnitted.
�4 2.3 ACC�SSQRIES
25 A. AIl materi.als needed for gr�udng and pat�hing will he a palyester mo�tar campound
ZG prasrided by the z�anufacturer ar an approved equivaXent by the rr�uiact�u�re,
27 �.
28 Z.4 �OLTRCE �iiALITY CDNTR�L
29 A. I'acility �uality Control should be zx��intained hy adheri�ng to ISD 9�1� � for
3� manufacturiing. AIl f.abrioators �ril] he ISD 90Q1Certifiied. �lll fabrication will take
31 place in an all p�lymer cotacrete fabricaiian �'acility. At na time will the polyna.ex'
32 Go�.crste falaricatian facility share the facility with a cernentitious ptecast �rnduct
33 praductaan facility.
�4 PART 3 - E�CUTIQN
35 3.1 Z�TSTALLEltS [N�.` TJSEI�]
36 3.� E�AIV�TAT��N
37 A. Evaluatian and Assessment
3g �. Ver�fy lines and �rades az'e izi. accordance to the Drawings.
39 3.3 PREPARELTI�N
44 A Foundation Prepar�ati�n
GITY 4F FCIRT WORTI I
cz.�nR �oRx Foxe� �.u�
City P��pject No_ IOL1496
ADDENi][]M rlo, 4
33 39 21
POLYMER CON�RETE 1viANFi4LE5
Page 6 of T
1 1. Excavate belo�ry zz�anhole foundation in accordance wz�h m�nufactu�er's
2 rer,amtnendataons, hut at I2-inches at a�minimum.
3 2. Replace excavated soil with cauYse a�regate; creating a stable b�ase #'ox �anhole
4 canstruct�an.
5 a. If soil canditiaxas ar grourzd water preeent use of course aggr�gate base a�-inch
5 mu�i slab may be substituted,
� �.a nvsT�.,ATlon�
8 A, Manhole
9 1. Canstruct manhole ta dimensious sha�vn an Dra.win�s,
10 2. Precast Sectioxas
11 a. Proyid� hell-and-spigat design incarporating a premfllded joint sealing
I� r�oz'��Snun d fa�� wast�water use.
13 b. Clean Ueli. spigot aud gaskets, lubx�cate and jvi,�,
14 c. Minixni�e nurnb�x af segmen#s,
15 d. LTse lazag joints used at th� b�ttom and shorte�r �nints tvward the tap.
1 b S. Invert
17 1. Const�uct in��rt c�tanneIs to pm�ida a smooth waterway �ith na �isrupkion c�f fl�w
18 at pipe-manlaole cannections.
19 2. For directian changes of mains, canstruct charmels tangant to tnains wit� rz�aximam
20 passihle radius af curvature.
�1 a, Prot�id� �txrves for side inlets,
22 3, �'or aIl standard manhales providc �ull depeh in�ert.
�3 4- Far exampl�, if S-inch �,ipc is c4xax�ect�d to rnanhnl� conslruct the inverC ta fu118
2� inches in depth.,
25 �. �lrop Man�.ol� Conne�ti,�aa
26 1. �.skall drop eannection t�vhen sewer line entess tt�anhole higher than 2�4 inches
�7 abo�ve the inve�.-t.
28 D. Final Rim Elevatian
29 1. Iusta[I cancrete grade xings fax heiglat adjustment.
3� a. Canstru�r gx-�de ring on load bearir�g shaulder of manhole.
31 b. LTse sealant between rings as s#�awn on Drawings.
32 2. Set frame on iap of �a�.ole or grade rings using c�ntar�u�aus tivater sealaut.
33 3. R.emo�e debrxs, stones and dirt to �ure a wat�tight se�i.
34 4. Do nat use steel shitzas, wood, stones or othex u�specified xnaterial to obtair� the
35 �nal surFace elevatian of the manhole fiame.
3b E. Modificatians dnd Pipe Pez�etrations
37 l. Conform to Sectiata �3 8� ��.
38 3.5 REP�R 1 RESTURA7"IQN �NOT USED]
39 3.� RE-TNSTALLATI�N [NQT [TSEI]]
�a 3,7 FIELll [�LIALIT�' CONTRQL
41 �, �'ield Tests and ��aspections
CITY OF �Ok2T W(7ATH
r��,_�raR F�Ri� FRRCE l4IAil+i
Ci� Pmject IYa, 1U099b
A]]DBi�1DETM lYo. 4
333921
PQLYMER C�NCRSTE 3vIANHUT.ES
Page 7 af 7
1 I. PeTfoxm �a�uuzn Cest in aGcardai�ce wit�i Sc�lion 33 O1 30.
2 3.8 SYSTElVI STARTUP [N�T X7SED�
3 3.9 A�,l"CrS'�'I�TG [NdT U�LD]
4 3.1d CLEANIiYG [NOT LISEI)]
5 3.11 �LflSE[IrTT A�TI'VITIES [1�1�T LTS�D]
G 3.1.2 PROTECTIUN [NOT USEII]
7 3.13 MAIIVTENA1�iCE [NaT USED�
8 3.I4 ATTA��NTS [N�T iTSED]
�']
END �F SECTI�lY
CI'I`Y bF FORT W4ATH C;LEAR FC3RK FORC� 11+jAIN
CityPrajectAFa. iU8996
AI7DEN7�Ulv1 No_ d
34 71 13 -1
TRAFFI� CQi�ITR.Ui.
Page 1 of 4
1
2
3 PART�- GENERAL
� 1.I SUMMARY
5
6
A. Section �ncludes;
7 H. Dev.iations fram this City of Fort Woith. Stai�dard Specification
$ 1. 1.�.A.�1 Def.aur Rpute
9 2. 1.2.�i,.5 Tem ora As halt Parrement ��akaIIation & Remn�al
1n G. Related �pecific.�tian Sections inclvd�, but ar� nnt ne�essacily lir�aited ta:
11 1. I3ivision Q- Biddizag Reqrxirements, GnntxacC Farms and Canditions of f.k�e Coa�traci
12 2. Division 1— General Requirements
13 1.z PRICE AND PAYMENT PR4GEDiJRES
14
15
lb
17
1$
1�
20
21
22
23
24
25
26
27
28
29
3�
31
32
33
3�
35
36
37
38
39
4tl
41
42
A. �Ieasurement and Yayxnet�t
1,
2.
SECTIUN 3� 7113
TRA�T�C C[]NTROL
1, Yx�,sta_l1aCi�n of Traf�i� Coz�#.rol Devices anci preparatias� of Tra�fic Cantral Plans
�nstallatian of Traffic �ontral De�wices
a. Measuxement
l) Measurezxaent fvr Txa££�ic Cantml Devices shall �e per month fnr the Proj�ct
duration.
a} A month is d�fned as 30 calend�r days.
b. Paym�nt
1} The wark performed and znaterials furnished in a��ardance with this Itezn
and measured as pro�idecl under "Measurement" shall be paid f�r a� the
unit pri�e bid fox "Tx�affic Control".
c. The pri�e bid �hali i��lude:
1) Traffic Contr�l impiementat�nn
2] Installataon
3} Maint�nance
4] Adjustments
5) Repla�eznents
5} Removal
'7} Poli�e assistance during peak hours
Partable Me�sage Signs
a. Measuxe�cuant
1) Measui�ement far this Itern sha�. he per wee.k for the duration of use.
b. Payment
1} Th c wark perFarmed and materia�s fumished in accox'dan.c�e to thi� Ztem and
measured as pro�ided turad�r "Mea��ur�m�nt', sb�ll be paid fox at the unit
price �id per week for "Portable Message Sigt�°° rental.
c. The price �id slaalI include:
1) Delivery af Partable Message Sign to 5ite
�} 1Vlessage upciating
3j Sign mo�emeni throu�h�out constructian
CTI'Y QF FORT V4�ORTH
$T,4AiDARL7 CQAISTRUCTIDN SPECIFICATIbN DC]C[7�ulEi�iTS
Revi�ed March 32, 20Z 1
CLEAR FORK FORC�`s.MAT1tiI
�:TI"Y PR�ISCT N o. 1 D4446
3471 i3-2
TRr1FFIC Cb1�TIipI,
Page 2 af 6
I 4) Return of#he Partable Message Sigu post-Gonsiruct�an
2 3. Pr�paration o� �'xa�FiG Cantrql Plan Details
3 a, M�asurern�
4 I,} 1Vleasurement far this Item� be per each Traffa Cnntrol Detailprepared.
5 b. Paymcnt
6 1] The vvorl� perforrr��d and rnaterials %.ixn.isehed in acco�rdan� witb this Item
7 shall be ,paid far at the unit price bid per each "T'raffic Cantxal D�tail."
S p�pared.
9 c. Tl�e price bid sha1� include;
1� i) Preparing the T,raffc Control Plan Il�iXs far clnsures of 2� hnurs ar
11 longer
12 2� Adherence ta City and Texa,� Manual on tJniform Traf�ic t:nntrol De�vices
13 (TMUTCI7)
1� 3} Dbtaining fhc sign�a,ture and seal af a lic�nsed Texas Prafessianal Engineer
Z 5 4) Incnrpo�at�an of City co�xunents
��
17
1$
14
2�
2I
22
�3
�4
2S
2�
27
�8
29
3�
31
32
33
3�
35
3d
37
38
39
�0
41
�2
43
4�
�5
4b
�}7
48
�9
d. Detonr Raute
a. M�asurement
1) Il�ieasurcment for thxs Item r�vill be ger each detour r+nute installed
b� P_x�yrt�ent
1) The wark perfarmed ��d r►�aterials furnished in accarda�rx4�c w�th this
Itexxz shall be aid for at the uuit rice hid �r each `�Detnur 17uut�:"
fnst�lled.
c. Th� pricc h�d �hall xx�clude:
I) Traffic Cant��ol Si�nage Ta��lcmentataon,
�) I�sta�l�#x�n
3} Maintenar�ce
4j Ad�Ustment�
5} �tcplacements
6] ltemoval
'7) Coordinatian r��it� T�IIQT and any pexrnits require�.
5. Temporai�v As�halt Paveam.en�f lnsiailat�on & Re�pv��
a. pVIeasureme t
1) Measureme�ct for this ltem will he in Sl' o�'tennpara.ry asphalt
iristalled.
b. Pavmenl
1) The r�vark �xfornr�ed and material� furni�hecl in accordance rwxth f�i�s
Itern sha�l be pa�d fax at the unit pritc bid pe�• S� uFterngora�, asph�lt
installed. The Conh�actox wa�l nat bc paid_seaar�tel� for the xeaz�a�val of
�e �plx�lt. Tha� is co�.�iderec� subsidiary ta the inatalla�tian.
c. The r�Ge hid shall inciudc:
1) Pr�: arizl final surfaces
2) kuz•nishin Iaadin un�io�din storin hanIin and bandlin all
miateria�s includin� frei�ht,and royaitv
3] Traftzc cnr�trnl �'or �Ll tesiiu� fi�needed)
�j Asphal� ai[��•c�ate, a�d addi#xwe
5} �viatcri:ils.and work xiccded for currecti�e ac#xon
� Tri�l bat�hes [if needcd�
7) Tar,� coat if nee€led
S) Remar�al andlor �vr�epin� �xcess mater�al
CITY DF FpIt�' W[]R'i1 [
STANDART3 CY]i�fS'�"FtU�`fl�i�d SPFC�FI('.AT1bN I50CL7h�fEh;TS
Revised iviareh �2, 2[121
�LEAR FORK F�AGS MAil�i
CLTY PR�JECT ?+ia. 1l}099d
3471 13 -3
TRAFFIC Ca1VTItDL
Page 3 af 6
1
2
q) Remava� of installed tempar�ry a�phalt pavement
3 1.3 REFERENCES
� A, �eference Standards
S
6
7
8
9
lU
11
I. Reference sta�dards cited in this Specificatioa refer ta the current reference
standard puhlished at the Lime vf the Iatest re�isian date logged at the end o£ this
Specifica�ion, unless a date is specifieally cited.
2. Texas Manual on Uniform Traffic Contral De�ces (TI�IL]TCD}.
3. Itexxa 5�2, Sars�cades, Signs, and Tra£f'ic Handling �f the Texas Department of
Ttansportation, Standazd Speci��akions for Con.structi�n and Mainte�ance of
Highways, �treets, arod Bridges,
12� 1.� ADNIINISTRAT�VE REQ%]�xREMEN''T`S
13
14
15
1$
17
A. Cieneral
1. Contractar shall r�inixnize iane closures and im}�act to vehicularlpedestrian iara�c.
B. �oorda.nation
Contact Traffic Services Divisian (87 7-392-7738} � minimuni o� 4$ hours priar to
innple��nting Txaffic Contral within 50f1 feet v� a traf�c signal.
18 C. Se�ueri�ing
19 1. Any devi�tians to the Tra�rc �vntrvl Plan included in the Drawings nnust be �,rst
20 appro�ved lay the City arid design En�ineer f�efare impjernentat�on.
2i 1.5 SU�3MTTTALS
22 A. Pravide the City� with a curre�� list of qua�ified flaggers bcfare �eginning fiaggir�
23 act�vities. ZJse vnly flaggers on the qua�ified list.
24 B. Qb#ain a Street Us� Permit from the TPW Department's 'Trarispaxtati�n Divisxor�. The
2S Tra�c Canfxol Plan (TCP} for the Project s�ia116e a� d�tailed an t}�e Tra�f'ic Conttal
26 Plan ]�etai� sheets of tl.�e Drawing set. A r.apy of this Tr�c Cantro� Plan shall be
27 su�bmiCted with the Street t]se Pexxnit.
2g C'., Traiizc Control Plans shall he si�ned and sealed hy a licensed Texas Professianal
29 �ng��e�r.
3a
31
32
33
34
�5
36
3'7
3$
39
D. �ontractc�r shall prepar� Tra�'ic Cr��ntrol Plans if required by t� Drawings �r
Specifi�ation�. Tke CQzztractar will �6e r�sponsibl.e For ha�ing a l�cens�e�l Texas
Pro%ssional Enginee�r sign and seal the Traf.fic C;ontrol Plan sheets.A traf�'ic cantrol
"Typi�al" publi.sh�d by City afFart �iarth, the Texas Manua.l LTnified Traffic Comta�ol
�evices �TMUTC�} or Texas Depart�nent of Tra.nsportation ('I�xDOT'j car� �ae used as
an altc�.�ative tn preparing P�n,j�ctJsite speci�ic tra£�ic c�ntrol plan if the typical is
applicable ta the specifc projec#fsite.
�, Lane �losures 24 hnurs or lnnger s]�all requize a site-speai.fic traf�ic conta-ol �lan.
F, Cantrac�ox responsible for i�aving a licensed Te�cas Prnfessional Engineer sign and s.eal
�hanges to the 'Trdffi� Control Plax�(s} developed b� the Design Eng�i�aeer.
CITY OF FORT W�RTH
5'1'ANDARD C'(7�i5'fRiHCTION BP�CIFICA'I74N ]70CL]MENTS
Aevised l+darch 7.2, 20Z l
CT,�AR FORK FORCE hfAIN
CITY PAOJECT No. 14�996
�i4 71 13 -4
TRAF11(; CQNTROL
Pd�;e 4 nF 6
1 X.G ACTIQN SUBMiTTAL5IYN�'�RMATIUNAL SU�MITTALS [NOT i7SETl�
� l.7 CLOSEQUT SUEIVI�'�'TALS jNOT LTSED]
3 L$ MAIN�'ENANC,E MATERIAL SL]BMITTALS [NUT LTSED]
4 1.9 �i7ALITY AS�SXI"RANCL [1�i�T USEII�
5 1..10 DELI'[xERY, STORAGE, AND HANDLING jNDT U�EDI
6 1.11 FIELl7 ��TTE] CiDNDTTLpNS [N�T U�ED]
7 1.1� W�RRAl�TTY [1vOT USED]
8 PART � - PR�DUCTS
9 �.1 OVVNER FURNI�i�EU [oa� DWi�TE1�-Si]PPLIE� PROJ]LTCTS [iN�' U6ED]
10 2.2 t#SSElYIBLIE� AND MATERx,A,L�
ll
1�
13
14
i5
1S
17
18
19
2�
21
2�
A. �esez-iptian
i , Regulatory Ftequirezxients
a. �rovide Tra�c Control Dev'rces t�at cor�fQrm t� details shawn nn th�
Drawings, ihe TMLITCD, �t�d TxDQT's Compliant V�7ork Zone Traf�c Contm�
A�vice List (C�71��'-f'C�L}.
2. Matcrjals
a. Traf�c Cantral Devices rnust rn�et all reflecti.vity rt�uixeme�ts incln�led in the
TMUTCD ax�d Ti�]C]T 5pecifications -� Xt�m 50� at aI1 times duz�ing
constructi4.n.
b. Elec�ronic rnessage baards shall �e pmvid�d in accvrdance with the TMUTCD.
2.3 ACCESSQR�ES [N'UT IISED]
2.4 50LTRCE �LTALITY CaP+1TR0�L [NOT USEDJ
23 PART 3 - E�ECi3T�ON
24
25
3.l E�IMINATI'[[)1�I [N�T U�ED�
3.2 PRE�.A�tATIUN
26 14. �rotaction o#'Zn-Place Con.ditions
27 I. Pxotect exi�ting tra�ic sign�l equipment.
28 3.3 INSTALLATION
29 A. Fallow the TrafFc Control Flan (TCP] andinstalZ Traffic ControI D�vices as shown on
3o t}ie Drawings and as directed.
31 B. Install Traf�ic Canirol I]evices stt'aight and plumh.
32 C. 37o nat rnalce ch�nges ta the locatiwa, of any deviGe ar implement any other changes ta
33 fhe Txa�f'�c Contral Plan vvithaut the approval nf thc E�gineer.
GITY �F FORT WaRTH CLEAR PORK FQR�,E I14ATN
STAlVDARD CaNSTRiTCIIGN SPECIFICI4TIOIdI]�CiIMEI+iTS C3TY PRO]FCTNo. 100396
Ravised March 22, 2Q� I
34 71 13 - S
TRAFFIC Ca�YTitOL
Page 5 of 6
1 l. Minar adjt►stmex�ts tn me�t field con�struc�iiity and visibility are allc�wed.
� D, Mazni�in Traf�ic �atatral Dewices by taking carrective actian as soon as passihle.
3 1. COTC�GtIV� �Ctt�il ]31C1L1{��5 �311� 15 riOt IJi111tBd tA CI�SI]1I]g, replacing, strai�ht�ning,
4 cavering, ox removin� Ilet+ices.
5 2. Maintain i�.e Ile�ices such that tt�ey ar� properly pasitioned, apaced, and iegi.ble,
� aud that retroreflective charactexistics rneet requiren�e�ts durin� darkness and rain.
7 E. It't�e Inspectar disca�ers t4�at the Cantxactnr has faiied to cor�ply �ith appticable faderal
g arnd stai� laws (by failing to furnish the nece.4sary flagmen, waming devices, barricades,
9 light�, sigris, ar o#hex pre�a,.�ionaxyme�s��es tUr the pz�atection o£persnn� ar pr�pe�ty), the
1 U Iuspect�r ma3� arde�' such additional �arecauticmary measures be fake� ia protect persans
11 and propearty.
1�. F. SubJe�t to the appro�al af the Inspector, partions of this Projact, �vhich are not a�ected l�y
13 � in conflict with ihepmposed methad af handIing traffic ox utility ad�ustxn�nts, can$e
14 �onstxvcted during any �hase.
�5
16
17
1$
19
20
G. Banricades and signs sYfall be plae�d i.t� such a znanner as ta not interFere with the sight
distance v£ dri�rers �atering the highwa�r from driveways ar�ide streets.
H. Ta £acilitate shifting, barrica�des and signs used in lane closures vr traff'ic staging m�y
b� erected and mouz�,ted �n porrkable suppnrts.
1, The support design i s suhj ect ta t}ae appra�al of the Engineer.
I_ Lane closures shall be ixr accnrdanCe wida 1�� ap�proved Tra£�� Cantrol Plans.
21 ]. If at any tix�e the exist�ng traffic signals l�ecame inop�rable as a res�ilt of c�,stru�tion
22 aperatians, ihe �cxntractox shall pro�zde porta]sle stap signs witb 2 arange flags, as
�,3 appro�ed by t�a� Eng�zeer, tQ be used for Trxf�'i� Control.
24 �. Can�a�tor sha�l ma�e arrangemen�s far police assistance ta direct traffic if ira�'xv signal
2S tll�].-Or1S, Sti'BCt �].gi2t pD�� i�5ta��ati[�n, or other canstnzction vt�ill be done during peak tr�c
2� titnes (A�M: 7 atn— 9 ar�a, F11�: 4 pm -� pzn}.
a7 L. �laggers
28 1. Pr��ide a Cont�a,etor representative w•]�o has 6een certified as a flagging instrnct.�r
�9 fluough courses affered hy the Texas Er�gin�ering Exten�ian Se�rvice, ihe American
30 Tz'a�fic Safety Serwic�s Associatian, the Natianal Safety Cauncil, or ather appro�ed
31 arganization5.
32 a. Prnvide the c�erki�cate indicatin.g course com�le.#aan whe�z requested.
33 t�. This represer�tative is respansible for trainix�g and assuxi.ug that a1I flaggets are
34 qu�lif"ied t� perF'on�xx fla�ging duties.
35
36
3'1
38
3g
2. A qualifi�d fl�g,�er must be ir�de�endently certi.fZed by 1 of the argaaai�ations listed
abov� nr trained �6y the Contractor's certi�ied flaggir�g ins�ructor.
3. �'lagger� must be courteaua and able to effectavely communicat� with the p.uhlic.
4, �Vh�n dixeeting traffic, �laggers zx�ust use standarcl attire, flags, s�gns, and sig�nals
and follow the flagging pr�cedures set forth in the TMiJTCD.
4� 5. Provide and maintain flaggers at such �aaix�ts and for such periods nf tim�e as may b�
41 xequired ta pravide fnr the safety axxd canvenienc� af public iravel a�d Contractar's
�2 persannel, and as shawn on the Drawin�� or as direcied by ihe Engineer.
43 a. These flaggexs shall be located at each end of th� larae closure.
CITY [7F F4RT VJOR'CH CI.&14H F�AK FORC� 3vL�l�I
STANI}ARD COTISTRL1Cl'ION $PECIFlCAT[Did �OCLThAEiVT.B CITY PROd6C[' Nn. I��99�
Revised March 2�, 2U21
34?1 i3-6
TR�AFNIC CAiYT1iOL,
Psge 6 a€6
1 �. ��I]QVa�.
2 1, Clpon completinn of'L�ork, remQve £rom f.he Site all barricades, signs, canes, ]ights
3 aud ot�er Traffic �ontrnl Devic:es used for work-zone t�-a£fi� handling as saan as
4 practicaZ in a tizx��ly xna�ner, unless othcrwise shor�n on the Dxawings.
S 3,�4 REPAXR 1 RESTURATIDiY [NUT i15ED]
b 3.� RE-INSTALLATTON jNOT iTSED]
7 3.6 FXELU �aR] S�iTE QUALIT'Y CDN'�R(]L [IYflT US�ED]
8 3.7 S'S�STEM S'.['ARTUP [NUT IISF.i�]
9 3.8 �DJi1S'TTNG [N�T [f5�:ll]
14 3.9 CLEANYIV�G �I�T�T USED]
11 3.10 CLaSEOUT AeTxVITiEs [NpT USED]
12 3.11 PI�(lTFC7"IC]N �NQT -C.)SED]
l3 3.12 MAIl�TTEN�LNCE [1V�T YISEn]
14 3.13 ATTA�FIlVIENTS [NUT USED]
15
�&
17
�IYD QF �ECTIUN'
Revision Log
DATE NAML SUMMARY oF CHANCr�
Z Il��113 S. Arnold tldd�d polic� assist�nce, requixement for when a s[te specif'�c TCP is requu•ed
1,4 �l. Added Eanguage to ernph�size minimizing a#' lane closui�es and impact tu
trsiffic.
3l221�p21 M Uwen 1.5 Clarifcd submittal z�equirernents
3.3 M. CEari�ied remo�+a! re�t�iireTt7�ez1t3
i$
C1TY �F FDRT WORTH� CLEAR FQRK F�RCE NU�W
STANT]ARD CqI+fST(ZiJCT'I�1V SPEC[PICATiDN DdC[IMEIVTS CiTY PRO]SCT i�io. 1QD945
Re�ised March 22, 2021
Arr�,�vn�x
GC-�.O 1 A,vailability a£ T�rids
C"xC-4.02 Su�surface and Physioal Conditions
CrC-G.QS.D Minority at�d Vd'om�n Qwned Bu�iness Enterprise Cornpliance
GC-$.07 Wage Rstes
GC-6.49 Permits and Ut�lities
GR�O 1 60 flQ Produci Rcquirements
Surface Spill and Inadvertez�t Drilling Fluzd R�turn Contiugenc}+ Plan
T�rrant R�gi�onal i�ater District — Rigl�t �f Linaited Eniry Permit Exam�ple
CITY OF FOR7' W4RTH CLEAIt FOR.[� FQRCE MAIiH
STANDARI] CbN3TRUiCI'IdN SP$CIFICATI�Af BOCiINL�INTS Ci[y PsojectNa. 1U0996
Re[+Zsed ]uly 1, 2�11
CTTY DF FLfRT WORTH CLF..�R F4RiC FOACB MAii�
5TANiI3ARI] CO�I5T1tCTCTIOItT SPECIFZCATID]�i DDC[714+IL'�1T5 City Yroject Na. 10[�99b
Reviaed 7u1p I, 20l 1
��--�.D1,�vailab�lity af Lands
THIS PA�E LEFT i1�TENTI�NALLY BLAN�
CTfY OF F4RT W�RTH CL�AR FORIC FDRCE NiAIN
STANDART] C�NSTRUCT[aN SPFs�IFICATION DpCUMEitiiTS City Project l�tv. 1 D694G
Revised 7vIy I, 2011
CITY OF FpRT WQRTH CLEA,it F4RK FQRCE MAIN
STAi+IDARD CO�ISTRilCT'i0N 3P&CIFJCA,TTONI]C)CUM�}�1'I'S City Pinject No. 1�099�
Revised 7uly 1, 2Q11
c�.�R �a�x�c �.��T sT�°riv� Ar�o �aRc� t��iN
C1�fY PR�.lEC7 NO. 'f0099�
PARGEL N�. 'i PE
'E�3� RDGERS R�►4D
1NIl.k.EA�1 D. C�NNER SURVEY, ABSTRACT N4. �8�
EXHIBIT ��A"
Beixig a pe�•znanent �ar�itary s�w�r easement situ�ted �n the �i�iiann D. Cax�axex• Survey, A�.bstraat
]�o, 2$$, Cxty n��r ort 1T�rn-th, Ta�� ant Cnuiity, T�x�s, said pef'n��llent s�nit�ry sevuer easentent bein�;
a p�rti�n of�x 8.3�58 �cr� tract af lanci {�y deed} a��d bein� furthe�� rfe,s�ribed as Tr�ct tV1 �8 deedec�
to T[�tal �&P USA B�lrnetia LLC'. �►s i'ec:ta��cl�c! f�i Catinty C:ler�'s I�ile No. ���.1 fi26fiS�i�i �f sE�c C)�ecl
Rec�zyris of Tat�rant �ounty, Tekas, seid pe�xr�a��r�,�t s�riitai•y s�wer cr�.�me��t �ei��� rrinre
particu�ariy d�scribe�i t�y m�tes and �a►u�d �s [allr�ws,
BEGINNIIYG �t a pvint in the ��stearly [ine nf :�aid H.3�5� a�re tract nf lar�, Fi•nm zvhi�l� a 112
inch irt�n rod folind for the masi s�utherly nori}l�asi cnr�t�r oisaid K.325� acre lract a�' lanci bear�
N'or�� lfl d�gre�s 10 mi�iutes �i9 �eco��dg W�st, a dist�ncv c�f C.t?3 fcet;
THEI'�C� South 1� degre�s 14 inin�t#es 39 secnn�s Fa�t, �rith the easteriy line nf s�xd 8.3258 acre
tr�# af land, a disEunc;� �t�51.5� feet lo � ��oir�t �r esnr+�r, frnm which � i!� iirtc�h ir��i�
t�nd with c�p stanz�ed "�atex 1tI'L� �8 I 3" �n�inci for ihe soL�thea�i c:r�rner t�i's�id #{.3�58
aary tt°act n�` Iand h$a�s Sc�u�h 1 U c�egc�e� 1 D i�iiniites :�9 ��co��ds F��, � di�t�nae nf
] 12,�14 %�l, said ifZ ittich tcan rad with cap stamped "Vc�tex RPLS 4813�' alsu �i�in� in
t1i� rtortf�erly I in� at'� ��.1)b c�c�•� tr�a# af I�nd {h�r d���j d�ede� to'i'�it°an� C'c�t�nt�r �hfat�
Cont�ol fw.d fm�z�v��nt Distr•ict Numher C?ne �q ��:c�r�led in'�olume �SS�r, i'��� 395
af said I3eed Ctc�Qi•�js uF Tr�r��ant Caur�ty, 'I'�x��;
T��PTG`� 1Nox'th 89 tl�re.�s �9 rninutes 04 seccfnds Wes#, � dist�n�e of 2�S.�d f�t to a pc�int fnr
L`DTi1�T>
T�.TNC� l�iarth 11 deg�.��s S� m�nut�s �5 s�conds Ea�t, passing at � c�i�tanee of 9. ] 0 feet, a 518
in�l� �mn�ad with cap sf.amped "C��x��nndn��� Bt Assaei€tt�s" se# fox t�ac snutl�ast cnrner
of a p��pased a.977 acra tracf v#' land, iii �1, a distance af 50.�9 f�t � a poiirt f�r
co�n�r in fiha east line of said propose� 0.9?7 acre traai a�]and?
TH�NCE South 86 ciegxees 09 minutes 04 s�ands Eas�, a distance af �75,95 fe�t �v the P[]1NT
�T 13EG1NiV�I� an� cantairung 14,285 square �eet or �.328 ��aes of Iand, more our
Iess.
�xhi�it ►�L Page 1 vf 2
1Wotes:
��) A�tflt cr�evesi slu�v�y date }�ez�ewith ��corn�aniGs lhis 1�ga1 dasc��x�tio��,
�2) E1�1 beatings and coor�iin�teg axe reiax���d ta th� T�x�� ��na�xli�tir�l�e �Sy:�te�r�,
i�Af7�83, "t'h� Narth C;��1�r�1 �',❑�tc 42��, all di�tancvs �nd areas shawi� �re
siirtace,
Date: �A�li��xy D$, 24��
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Guz�ti� 5rr►itl�
R��istererl l't�nfes�soa�al L�iad �t��•veyoi
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iIiACT Q� LAN4
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SEWE�t EA5EI��NT AR�A � `
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ACQIJISiiION ?ARR/tiNT COUMTI' WA7�R CONiR4l. AN[� � �
SCAL� 1N F�Ei' �oc�ria�a 1A�P�i.4YElA.UµE 4�55B,�nAGE��B1� D�E i
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aores:
,!A LEGAL aESCRIPTION 0�' �11�N DATE RC40MPANI�S 7Fifs pLAT.
�. B�FARIHGS 9A5E0 QN THE T�RAS STR'f� PIANE COaRRIh1ATE SYSTEAI, tJAb 83, 201 i
[�'v�ocH soia.aa), Ha�rt� ���ar�a. zaa�E {�zo�}. �t� �3sr�wc�s ,ar�o �ens
3HOWN ARE SIJRFAGE.
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2�D T�}CAS STREEf • FORT W4R'fH, 7EXA5 78142
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���'� S�'A�"1'U� .�4N� �'f'O�C:rE �AIN
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QWNER: ��TAL E&P 115A BARNE�T, LL.G
SURV�Y: W1LLkAM D. CO{�NER SURVEY ABSTRACT N�. ��8
LOCATIQI�: CITY 4F FORT W�RTH, iARRANT CDUN1Y, TEKA�
ACQUiSIiiQN ARE�1; 14,285 S.QUARE FEE7 QR 4.328 AGR�S
WHOL� f'RDP�RiY AGR�A,G�: 8_3258 ACREs BY D�ED
JOB No. K 1A1B.OD QRAWN 91f: JPH CA4 FiLE: PI
...t�_ �Au��.w no nn�n cvuiorr n nAnc 7 nc 7 Cf'AIF� 7H
EII5EM£Nf q��� f/r
ANO AGREEN+�NT �
ACCE5S EA5��ICNT /
9E'�WEEN UNIQN WA�iFI� �!
RRII.#iOAp CQ�iPANY
5CP 2445C-FOR7 WOEt1H, �,P. I�
C,C.F. Ha, Q265179062
p,R.T.r,.�. �/�
10�996
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G7P�4�'G'����Q� �f
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�i��l�7r`�lyil'I.,� �
� '� 549 � r 4,�v .
.'7824 JACK NEV1Eti 9011LEVARQ SQl11H F�RT WdRTH, T7[, 76138 ■ 817-498^^l4xh FA}l �17-496-�i
G[,�AR Ft3FiK LfFT ST►ATI�N ANQ FQI�CE MAIN
GITY F'R�JEC"i NC�. 7�09�fi
PARCEL NCf. � TE
9630 R��ERS ROAO
W�LLIAM 1�. C+DNNER SURVEY, A85TRACT IdO. 288
F�HIB�T "�"
Beiug �#emporary �onst�-u�fiiox� easem�n#� situate:d in the '�iilian� D, �onr�r Surv�y, Absfract Na.
�88,. �ity of Fo�t �Vo�h, T�i�rant County, '1'ex.a�, s�id tempa��ry construc�ian ease�zaent being a
portion af a�.3258 a��� traGt of l�nd (by deed� �nd heing �i�t�th�' descri�nd as 7'xaot MG$ deeded
tv Tatfil ��p US� B�i��tt, �.0 �s i�eco�nd�l in lGaui►ty Cl�rk's File No. D21 �Z�65d8 Q�the Deed
�t,ecoix�s �fTaa�ant Cvunty, T��as, s�d ter�parary� Ganst�v.ctian �easem�nnt b�ing mare p�•kiculaz��
�esarilaec[ by zn�t�s ai�d I�ound as �`allaws:
BEGIWNIATG at � 112 inch i3ron rod wiii� c,�►p stamped "1Tatex RPL� �813" �u�d far Che south�ast
cnzuer of said $.3�58 acre txact of l�nnd, sa.id �1� inch iton r�d �vith cap stan�ped "Vaiex RPLS
481.3" being %. th� nn�.�tk�ex]y Iine of a 5�,D6 acre tr�at of lanct �by decd� deecl��l t� Tarrant �ouzxty
��ter Cvrrtrt�l a�d Improvenrien� Dist��iet Nur�ber O�x� as �nrsied �n V�lnm� 455�, Pag� 3�5 �f
s�id Deed R�carcls af Tana�� C��nt�, Texas, sa.i.d 11� inch ira�a i�tfd wit�� ca� stampet� "Vat�x
RPLS �}$13" also bexng �he beginnii� af a e�uve to the rig�t havin� a radius n�t' 89�,30 fEe#, a
cent�ai �1� �of D� degire� 41 inin�ties 4� seconds �d wk��se c��rd �r� Sc�uth �1 degre�s [��
minutes 58 seca�ds �est, � ch��+d l�gth of �2.�5 feet;
THEN�E with said Gurve to tke right, �itky tki,� s4itti��.�1y line nf s�id 8.3�5 8�cre tract nf l�nd and
with the no��therly line �f snid 5�.46 aci�e tr�ct o�' land, an arc l�tt�Ch of 42,25 �eet tv a
p�int ��r cazx►e�;
'�H�NL'L Nror�th 1� deg�.�es 10 xnxnutea 39 seconds �V�,st, a distaza�e a�`9�.63 f�t i�o a poiz�t �Fo�
cnr�er;
�rx��rc� n�o� �s ������ o� m�ut�� a� ��qnas �v���, a distanGe of 106.11 �eet to a p�ini: far
cornet;
TS�NC� Nvx#�a U3 degree� SQ mi�zutes 56 s�conds East, a distanc$ af 23.$5 fe� to a paiut far
ca��ner in the so� line af a pio�osed �exmat��nt sariiiary sewe� ease�e�#;
THENC� Sout� 86 d���ees 09 minutes �4 sec�nds East, with the s��th line v£ saic� pi�p�s�d
p�rm�nent sanitary sew�� �asemenl, a distanee nf 13�.63 feet ta �. p4rnt �ar ecr�n�' in
the east�rl� li�e of �id 8.3258 acre �ract af latid, s�id pain� l�ei�g �e sv�.theast oo��ner
of gaid pi�osed pe��man�nt sanitary sewex ea�ement, frox� which a 11'� inc�t iron i•nd
�au�d for th� m�st southe�ly noxtheast �orner o£ s�id 6,3�55 acre �ract afland bears
No�tla. ld d�gr��s 14 mit�u�s 39 s�c�nd� �es�, �t distanGe of 57.57 feet;
�'H��N'CE 5auth I a d�gt�ees l.� mintttes 39 s�cands East, with t� easterly lin� of said 8.3258 acre
iract nfland, a distanc� af 112.9A� feet ta �he �'O�NT ��' BEG�IYNTNG ���i cau#aiinin�
$,0�6 squax� feet vr b,I86 ttcres ailan�, mare ar 1ess.
Exhibit A Yage � af 2
IVot�:
(1) �1 pia� Qf evan sw�vc�y date liere�+it1� F�ccoanpalzies this legal dc4cri�tign.
{�) All bea�'in� and ��vrdxr��.tes ar� i�efei'�t�ccc� ta the '1'�xas C�oxdina#c �ys��rn,
%1AT)--83, Thc Narth C���tral �ane 4��2, �[I �islanoes and ai�eas shawn are
st�a'��oe.
Date_ 7�ntr�•y 07, 2U20
�
_..�.�
�tiz•tis Smith
Re�;istea•e�l PmFession�31 I.asad �iu•veyor
No. 549�
T�xas I'inn Na, 1 D 10�9�.�
Exl�il�i# �1 Pa�e 2 of 2
E
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L—i IV 03'50 56 E 23.8fi
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L--3 S 10' 1� 3� � 11 �.94
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CHANN£L F�,s�M£rar �
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8.3Z58 A�R�S (BY DEEQ7 ��::;�::;�:;:�::;:�: ��:::�: :?�: �_:�
T�TAL �3cP USA BAR�lEfT, L1.0 �8��6'�g ��`' �`;
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AgSTRAC3 Na. 288 �_ �`•
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VOLUAIE 455fi, PAGE Q$t
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SUB�EC'T 3�'ACT & �
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2, HEARINGS �S�d QN THE iE]tA5 STAT� PL4N� C�bR[31NATE SYS3E�A� WIG �3� �ni1
5H4WN AitE SiJR ACE� CEiVTRA� 2flHE �4202�. A�L i1IST�Ih10ES RND AREAS
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2ao TExAs S7R£Ef � FCiTiT 440RiH, 'CEXAS 761Qa
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DWNER: TOTAI. �&P llSA BARNEfT, L.LC
SURVEY� W3Ll.lA�1 C7, CONNER SURVEI' ABSTRACT �10. 288
L4CA'CI�3N; C�T1' OF F4RT WORTH, 7ARRANT GOiJNTY, �TEXAS
AGQL]ISiT14N AREA,: 8,�95 SqUARE FEET QR Q.186 ACR�S
WH4l,E PRaF'ERTY A�RE4C�: _6.3258 ACRES �Y Q��l}
C;7
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L�GAL p�SCRIPTIdN
SANITARV 5EW�R EASENiEfVi
BEIHG 0.3334 of an acre [1�,5�� squar� foot) #ract af land si#uated ir� the Wi1Ham D C�nner Survey, Abstract Na,
�8$, �ity of Fbrt Vllar�h, 7arr�ant County, 7exas; said tract also being a portlon of Lot �, Black A, Colanial Park, an
additian ta the City of Fort Worth accarding to the plat recarded in Cahinef A, 51ide ���9� af the Plat Records o�
Tarrant Caunty, Texas; said iract being more particularly described as fo�lows:
C�MMENGING at a 518-in�h iran rod with "H�ITT Z�L.LARS" cap faund far the southwes� corner a# said Lot 1, Biack
A;
TFIEN�� Narth 4��4�9'17" 1►ldest, along fhe west line of said �.o# 1, a distance af T7.75 feet ta �he P01N7 �F
�EGINNING;
THEHCE Nortfi� (3°�9`17" West, cantinuiMg alang said west line af I.at 1, a disfance of 5�.17 f�et ia a�oint f�r oom�C;
iHENC� departing said west Vine ofi Lat 1 a�d c�ossing said Lot 1, #he followin�:
Sauth 86�09'0�" �ast, a distanc� of 87.6� feet ta a pnint fQr �omer;
1Vorth B4°A�8'4D" East, a distance of 243.06 feet ta a paint for carner;
South 01 � 12'�5" East, a distance of 5�4.73 fe.et ta a point far �amer;
Soufh fi4"48`40" West, a ciistance of 'f 93.7fi fe�t to a paint for carner;
Narth 86°09`Q4" West, a distan�e of 96.�7 feet ia the PD11�T D� B��INNING
and cantaining a.3334 ofi an acre {14,522 square f�et} or af land, mare ar I�ss,
NDTES
Baaring system t�ased an the Texas Coordinate 5ystem of �1983(2011 adjustmerrt), Norfh Central Zvne {�2fl2}. A
survey plat af even surv�y date herewith accompanies this metes & b�unds description.
The undersigned, Registered Professional L.and Suroeyor, hereby certifies ihat the fnregoing description accurately
sets aut fhe met.es and �o�nds af the eas�ment tract,
MICHAEL G. BILLINGSLEY
REGIST�REQ PR�FESSI�IVAI.
L�4N0 SURV�Y�R Plfl. �558 h
801 �H�RRY S7REET,
iJNIT 11 SUITE 1300
FaRT UVQRTH, TEXAS Tfi'{ �2
f�H. 817-335-55'i 1
micha8l.bil lingsley@lcimley-harn.cam
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SANITARY SEWER EA�EMEIVT
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A�STRACT N�. 2$8
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y 7ARFtANI' C:QUNTY WATER CDNTRDL
AN� IMPFtpVEM�NT f3lSiREGT
NUIu�6�R ONE
(UOL. 4558, pG. 395]
NDRTH
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GRAPNIC 5CAI,F IN F�EI
LQT 9, SL�CKA
COLOhlIAL PRRK
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I` WIDE SANETARY
EVIIER EAS�MENT
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NO• BEARING LENGTH
Li �i06"d$`1 T"W 50.37'
L2 SSfi°D9'04"E $7,fi4'
L3 N8$°d8'4U"E 243.p6'
L4 S01°12'05"E 54.73'
L5 384°48'4q"W 993.7fi'
LB PV86°fl9'Q4"W 98.47'
P.Q.C. = PQIN7 OF C�MIUtENCIhlG
P.QB. = PdIiVT OF B�GINN3IVG
1RF = lRaN RO� FOUNa
XF = "+" �UT 11V CpNGRETE FOl1Na
Be�ring sysfem 6ased on the Texas C�ardina#e System of 1983�2U'11 ad�ustm�nt), Narth Central �on� �4�02), p,
metes & bounds description af ev�n aurvey dat� herewith aacampanies this si�rvey plat.
The undersfgned, Registered Professional Land Surveyor, htereby
cettifes that this pla't af sur�ey acc�rately sets out the metes and
�ounds a# the easemenf tract.
IV�ICHA�L. C. Hll�l�lhlGSL�Y
R�GlSTERED PRQ�ES5I�NAL
LAN� SIJRVEYQR N�. 6558 N
8a1 CH�RRI' S7RE�T,
UIV�7 '� 1 SUfT� 130fl
FnR7 WORTH, T�7{AS T51��
PH, 8�7'-335-6511
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12:10 PPF K'�FIW SLIRVEY1�610f821d�CL�qR FaitlC LS FUII�WG�AU'I
E?{HIBIT "B"
SANfTARY SEUVEF� EASEIUIENT
PART �F THE
VIlILLfAII� � CQNNER 5UR1�EY,
ABSTRACT NQ_ 288
C! TY O F F� RT iNa RTH
TARRANT �OLINTY, TE�CAS
tQRk LS
�.��,�� n�sc��pr�or�
r�nnPowa�v con�sTaucTion� �As�nn�n�T
SEIMG 0,0498 of an acre {2,17'! square foot} tract of {and situated in the William i] CQnner Sur+ley, Abstract No. 288, City af Far#
WartF�, Tarrant County, Texas; said tractalsd being a porfion of Lat 1, Blodr A, Calonia� Park, an additian ta �he Git]r a( Fort VVorth
accarding to the plat r�cortied in Cabinet A, 5fide 12190 nf the Pla[ Records of Tarrant ��un1y, 7exas; said tract �eing more
patticularly des�riqed as f+vllaw�s:
COMMENCING at a�18-inch irvn rad with "HUlT7 Z�LI,ARS" cap found f�r th� southwsst corn�r of said L.at 'I, Block A;
THENCE North 59`14'25" East, along th� south I�r�e vf said Lot 'I, a dlsfi�anca of 31.09 feet to a p�irlt for oarner;
7H�NC� I�nrth 57"34'i6° East, cantinuing alang said svuth line of Lat 1, a dis#anr.e af 4.60 f��E ta a p�int far cam�r;
TH�NCE North Oi°19'UO" �as#, cantinuing along said south 19ne of Lot 1, a distanEe af 1.53 feet to a point far r.orner;
THENC� North 81 °3�'OD" East, cantinufng along said south lir�e of Lot 1, a d9stancs of 3,54 feet ta a puint fvr carner;
THENC� North 59°01'Oa" �ast, cont{nUing alang said south line of l.�# '1, a distanrs �nf 3.5�4 f�et to the PflIN7 OP BEGff�NING;
THENC� departing said wast Ilne of Lot 1 and crossing said L�t 9, the foUcswing:
North p�40'SU" East, a distance of 52,90 feet #o a poir�t for oorn�r;
South 86°�9'04" East, a distanoe af 57.59 feet to a pvint for corner;
Narth S4p48'4U" �ast, a diatance of 28.84 feet to a point far comer,
5outh 38°2T'3�" 1N�est, a tElstance �f 27.31 feet lo a pnint an the south line af said Lot 1;
THENG� Sauth Bi °59'00" West, along said south line af Lot 1, a distance of 7.12 Feat #a a poin# fnr corner;
THENCE Sauth 59°09'00" V11est, cantfnuing along said south line of Lot �, a dEstance of 71.0� fieet Ua th� P�IH7� OF BEGIldNli��
and containing �.Q�98 af an acra [2,9T1 sc�uare fee#) flf land, more or les�.
IVO�ES
6earing system bas$d on the �exas �aordin�te Sys#em af 1983(2011 adjustmentj, Narth Central Zone �4���j. A
survey plat of �ven survey date herewith accvmpanies this metes & Y�aunds descriptior+.
Th$ vndersigned, Regi�tered ProfessiQnal Land Sur►►�]ror, hersby cerki�ies that the faregoing descriptia� accurately
sets aut the metes �nd baun�s af the easerr�ent tr�ct.
MlCHA�L C. B1l,LINGSLEY
�GisT��o P�oFEssioNA�
tAN� suR��vvR Ivo. s��s �
8�1 �HERRY STREET,
��}�' �� SUIT� 130D
FQRT V1l4RTH, 7EXAS 7�142
FH. 817-335-65� 1
michael,b�ilingsl�y�a kimiey-harn.com
E�Hi6fT "A"
TEMP4RAI�Y CQ1�5TRUCTl4N
EASEIUIENT
�aRT oF THE
W1LLlA14A D CdNNER SURVEY,
ABSTRACT IV{]. 28$
C1TY OF FaR71NDRTH
TARRANT COUNTY, TE�CAS
� P.4.H.
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UNEQN PAGlFIC RAILROA� COMFANY
tvaL. is�is, P�. sio�
�UOL. 875, PG. 98]
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TRACT Mfi8
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(I�IST. N�. 0216265568}
112" IRF
"V[]TEX RPLS k$�&"'
�ar �, g�oc� �
CQL�NIAL PARK
(CAB_ A, SL. � �'19d}
TEMPaRA�
CONS7RilGTIDIY �ASEM�NT
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HN� IMPR�VEMEN7 �7fSTRICT
NUMBER �N�
h40TES L��L.455R, PG. 3B5}
SEE
DET'AIL �
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G12APH±C 5(;ql.E !iV FEET
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�� ►voo�aa��a„E �a.so�
L� S$��dg�Qi�� a�}7.���
L3 N64°48'4�"E 2a.�4'
L4 S36°2i`3�"W 27.31'
L5 S61°59'fl�"W 7.12'
L6 559°01'Op"W 71.06'
P.O,G. = POINT �� �[7MMEhiCING
P.D.6. =. pf31hIT OF $�G1NNiNG
IRF = IRfl�f R�� FOLlNC1
7CF = "+�� ��T IN CONGRETE FOUNI]
gear�ng system 6as�d on t�e Texas Caordinafe System of 1983�2Q11 adjustrnentj, North Central Z�ne (4202}. A
mek�s & baunds descriptian af aven survey date h�rewith acc.ompanies this sur�ey plat_
Th� underslgned, Regist�red Professiartal Land Surveyor, hereby
certiFes that this pFat af survey ac�urately sefs out the metes and
bounds of the easarnent tract.
MI�HAEL C, BILLINGSL�Y
R��ISTERE� pROF�SSIONAL
LANa SURVEY�R Nd. 6558 �
80�1 �H�RRY STREET,
U�ll7 'f � S�IIT� 1300
�flRT 1N�F�T�i, TEXAS 76102
PM, 81 T-335-65� 9
michael,billingsleya�kirn��y�horn.c�om
INC;SLFY, �.lIS.}�{A@L8128I2p2� 12:43 PM li:'�FTW_SVJR1l�YV.16101 82 1 4•CLEAR FORIC L5 FM{L7WG�q8107
E7�H 161T �r���
TEMPQf2ARY C�NSTRIJGTIQN
EASEMENT
PART � F TH E
VIlIL�lA1UI D C�NNER SIJRVEY,
A6STRACT N O. 28$
CITY �F FORT 1N�RTH
TARRANT CO�NTY, T�XAS
iSFFd FfC� TCE L7 aLkq,i7VdG
L�GAL �ESCRIPiiON
5AN1iAR1' S�WER EASEMENT
BEING O.a1�3 af an acre (�a8 square faat} tract af Isnd situated in the �enrge Shields �urvey, Abstrsct Mo. 14Q�,
City �f Fart Warth, iarrant Coun#y, T$xas; said fract alsa f�eing a pa�[ion of l.ot B, Blook �9 , Grawft�rd Additian, an
addition to the City af Far# Workh according ta the plat recarded in V�4u�ne 385-51, Pa9e 3�f the F'lat R+ecords of
Tarrant County, Texas; said #ract f�eing mare �articularly des�rihed as fallows:
BEGINNING af the n�rthwest oarner of said Lot B. Blocic �9;
TH�NCE N�rth 55°09`5i" East, along the northerly line of said Lat B, a distance af 83.6� feet ta a point fdr ear�er;
THEAIC� Sauth 47�17'34" Wes#, departing the nvrtherly line of said Lat B and crassir�g said L.ot �, a distance of
70.5� feet to a paint f�r camer;
TH�I�CE Sou#h 35443'45" West, continuing acras� said Lai B, a distance o# 44.44 feet t� a�oint �n the westerly line
of said E.at �;
7HENCE Nar�h 14°09'S9" �ast, along the westeriy line af said Lat Bs a distan�e af 37.�6 feetto the Pd�NT �F
BEG1TiN113G and containing O.U163 of an acre �?08 squar� �ieet} of land, mare or less.
NOTES
Bearing system based an fhe Texas Coo�dinate 5yst�m of �983(��� � adjustmant}, Narth Central �ane {�4�0�]. A
s�rvey p�at af even survey dafe herewith acctimpanies this metes & baunds descxiption.
The untiersigned, f2eg�st�red Pra�essional Land 5urv�yar, herel�y certifies that the f�regoing descfiptian accurately
sets out khe metas and 4�aunds �f ths eas�ment tract.
MICHAEL C. �1LL11VG5LEY
R�GIST�R�D PR�FESSIOI�AL
LAND SURVEYOR h1D. 6555
SD� CHERRI' STR�ET,
L1NIT 11 SUIT� '13�D
FORT W�RTH, TEXAS �61 ��
PH. 897-335-�511
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5ANITARY 5E1NER �ASEIVIENT
PAF�T aF THE
GEQRGE SHlELDS SIJRVEY,
ABSTRAGT NO. 94��
CiTY �F F�RT WflRTH
TARRANT CD�JI�TY, TE7iAS
I��ml� ���H�rn
631 L:her 51r5et, Lln�t 11, # 7396� TeS. Nn- (8171 335-G511
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NDRTH
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GRAPh Ic: SCALE IN FEC7
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SANI7ARY SEW�R EAgEM�NT
�.0'! �3 ACR�S
708 SA. FT.
LINE TABLE
N�. $EARING LENG�H
L4 N55°09'51'E 83,64'
L2 S47°17'34"W 70.5'I'
L3 535"43'45"W Q4.44'
L4 iV'!d°4�T'5?"� 37.Ffi'
LEGEN❑
P.�.C, = PaINT �F COMMF_NCING
P.D.9_ = POINT C3F �EGlNNING
IRF w it2�N R�D FOUNb
XF = "+" ��,I�' EN GaNCRETE FC}UNL3
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L�T B, BLOCK 19
CRAW�'and AbQi�"ION
�11aL, 388-fi1, PG, 3]
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1T C, BLOCK 9 9
NF�RD AI7DiTION
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PETER SMITH RD.
Bearing sys#errE based an tha Texas Cflardinate 5ystem of 1983(,�6� � actjustrr�entj, Nor�h Cenfr�� Zane ��42�2}. A
metes & bau�ds d�scripfion af even survey date �rerewifh accompanies this survey plat.
The undersignecl, Registered Prafessianal L.an�i Surveyar, herehy
certifes #hat this pfat of survey atacurakeiy sets ou# the metes and
baun�s of #he �asemant tract.
MICHA��. �, BfLLII��SLEY
REGlST�R�� PROF�BSIQNA�
LAN� 5[JRVEYQR iVO, fi558 �
SO'I GHERRY STRE�T,
L1N17 1'I SL11T� 1��0
�aRrw�RTH, 7EXAS 7fi102
�H. 817-335-�Ci511
michael,billingsleyQa kimley-ho�n,c�o�
MIC1-fAEi.812812020 i2:31 AM FC�LF�W $�J�t/�y�,q�j0182T4-CLf�AR FORlC LS Fir716'�NGl06ia
E�LH161T '�Bn
SANITARY SEVIIER EASEMENT
PAR7 QF THE
GEDRGE SHIELDS SURVEY,
ABSTRACT NO. 'f44�
�ITY O� F�RT WORTH
TARRANT CQUNTY, TEXAS
FOR1C !.S FM_ExS_ S9 LQT B Ald� G
N55°U9'S1 "�
LEGA� D�S�RlPTIDN � .
T�MPORARY ACC�SS EASEM�NT
B�ING 0.20�'I of an �cre {8,845 square foot� tra�t af land situated in ihe Gearge Shields 5urvey, Abstr�ct �la, � A02,
Clty o� Fart W�rth, Tarrant County, Texa�; said t�act alsfl being a portian af LQt �, B{ock '�9 at7d L.ot B, Bfock '[9 ,
Crawford AddiHon, an add[tinn to tk+� City af Fflrt Wori� aocording to the plat rea�rded ln Volum� 368-fi1, Pag� 3 0�
the Plat Rec4rds nf Tarrant Caunky, Texas; said tract being rnare pa�ticularly de�cribed a� folfows�
C�ARMEMCIIdG at the sa�theast cnmar of said Lot C, B�ock ��;
THElVCE Sauth 89°25`15" Wssi, alang the sautt� 11ne of sald l,at C, a distance of 13.�#�k feet to the Pd1�1T �F
9��fNNtNG;
TH�I�C� North 89°25°� 5" 1N�st, along ti1e saut� Mine �f sald Lot �, a distance of �5.2� feet t� a painE for vorn�r;
TH��10E departir�g sald svuth line vfi I..ot C, and �rossing sa�d l�ot C and l.ot B, tfie fallov+ring:
IVo�h�07°Od'18" �ast, a�fatance of 't67.29 fa� �+a a}�lnt fvr corner;
North �3°23'36" East, a distansae of 138.�5 feet ta a poin# for corner;
Souti� 8� �28'56" �ast, a distance af �8.0B �ea# to a paini an the easterly line o� said �ot B, same beir�g o� th�
westerly rig#�t af way [ine af Forest Psrk Ro�d;
1'k�{�NG� 5ou#h �3°3�'�9" �ast, alang the ea9#erly line of said l.at B and t�e west�rly right af way line af sa�d �orest
Park R�dt a disfance of 5.58 f�et ta a pa€nt for corner;
THENCE Sauth 7°33'a1" W�stF can#in�ing al�ng the easterly� line of said Lot 6�nd the wester�y rigrit of way line �F
sai� Forast Park Road, a distance of 28, � 8 fe�t to a polnt far carner;
�DN71N[JED �N SHE�T �
E7CHIB�T '�q"
TENiP(]RARY ,4CCESS EASEIUIE�T
PART C]F TH E
GE�RGE SHfELOS SURVEY,
ABSTRA�T NO. 94D2
CITY OF F4RT iN�RTH
TARRANT C�UNTY, TE�CAS
carvr��u�a �N sH���r �
TH�NC� departing th�e ea�teriy lltle aF said Lat B and the west�rky right vf way ifr�r� of safd F�rest Park Raad, th�
follawing:
�l�rth 81'�8'�i" West, a df�far�r� of '� 9.�� feet #o a�oirrt far corner;
f�orth 86°3�'�q" West, a distance af 3.e� fe�t ta a paint for corr�er;
South 03°23'3�" Wesf, a distance af 97.72 feet ta a pair�t far oamer;
Saut#� 81 °47'�3" �ast, a di�tance of �8.30 #eef to a pc�int on the easUer{y lin� of said Lot B arrd tha westerly rigf�t
of way Eine af sald Farest Par3c R❑ad;
TH�N�� so�th �7"3�'S'I" Wast, afor�g tY�e east�rEy Iln� af s�id �.at � and #ha wes�erly righ�t nf way Nne of sald Farest
Aar� Ro��, � distance af 28,�f � fee# to a�ain# far ca�ner;
TH�[VCE Noriie 8�°5g'32'� W�st, d�partin8 #he e�sterly line af said La# B a�d the w�sterly right of way I�ne of said
Fvres# Park Raad a distance o€15.77 feet ta a point far corner,
TH�NCE SQuth a7°�4`'I�" VYes#, crassing s�id Lot B and Lat �, a d�s#artce of 1�[].2$ feet to the PQINT OF
B��{NNlN� and oontaining 4.�C�21 of an aare (8,8D5 s�uara feetj o� land, more or kess.
NdTE�
Bearing system k�s�d or1 the Texas Coardinate System of 1983��411 adjustrr�ent}, Narth Central �one �q2o2j. A
sutv�y plat af �v+en survey dat� herewlfh accompanles this metes & bounds descriptian.
T#�e unde#�slgnacf, Regfstered Prafesslonaf l,and Surveyar, hereby certifies that the foregQing description acaurately
sets out fh� mefes end �nur�ds af the easemer�t tract.
� I
� � r�II �-�'z�
MIGFiAEL C. BI�.Lii�C35L�Y
R�GISTERE� PR��ESSIDNAL.
I.AND SURV�YQR ND, 65�58
�01 CM�RRY STR��T,
C1NlT 11 5�11TE 1300
FaRT VIIO RTH, T EXAS 7� 102
�'H. 8iT-335-8519
m�cllaef. biliingsley�kimley�hvm, cam
��HIBIT "A"
TEN[PORARY ACCESS EASEI�IENT
PAI�T Q� TH�
GEflRGE SH[ELaS SURV�Y,
ABSTRA�T N�. '14U2
cr-N oF FaRT vvo�TH
TARRRIVT ��LINTY, T�X�IS
�EQEND
P.D.C. = POl4JT UF C�MMEN�IhiG
P_o.�. = �C11T�l7 �� BEGIA1NlNG
If21= � 1RL]N RQd FOUhlD
}(F = "+" �UT IfV COIdCRET� F�lJNO
L11� E TABLE
Al4. SEAR�NG I.ENGTW
L1 589°25'1 �"W 25.22`
L2 I��,'J°�3'3fi"E 19B.65'
4.�7 a7V�a�4��VUG TR.���
L�4 S23'34'�9"� 5.58'
1.6 5f77°3$j51 "W 28.18'
�s ����.aa�a���w ��.aa�
t7 Id$6°3$'24"W 3.�2`
L8 SU3°�3'3fi"W &7.i2'
L9 S89 °47'a3° � 'I fi.30'
L19 50T'33.`5'f "W �8.10'
L1 i P182°59'32"VI! 'f 5.iT'
L12 SQ7°00'15"{N 1�0.28'
� �
NOT�S
_
�
�
TEMPDRARY
ACGESS �ASEMENT
U.���1 AGR£S
8,8U5 Sfl. �T.
� LOT B, BLOCK �9
j CRA1NFaF2D Ai]I]iTI�N
� �VOl,. 3$a-6�, PG, 3j
�
` �
LQT C, HLaCK 19 �y
CRAWF�RU AD�1�'Idl� c�`c
�U�L. 388-61, PG.3) ¢
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�S89°�5'�5"W
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��_� P.O.B.
L1
PETEf� SMITH RD.
L�T 2, BLOCk� 34-R
�DWAR�S H�iRS AQ�lTION
�V�L. 389µ74, F'G. 9�
�
�
�earing system based an the Texas �oordinate system of 1�s3{�Q� � adjustment), NortP� Central �an� �d2a�j
metes & faounds descrip�lnn vf even survey dat� herevVith aGaQmpanies t�is survey plat
EKHl81T "�"
Th� und�rsig�n�d, Registered Prafass9nnal Land Surueyar, herehy TE�1iPD�tARY AGCESS
c�rtifi�s that th�s pEa� af survey accurately se#s out the met�s ar�d Ep,�EMENT
�ounds of the easement taract.
PART �F THE
GEQRGE 5H1Et�S SIJRVEY,
4 � °� ABSTRACT N�. 14��
_ r f ��I �' � � �•�� ��is��i���.`�",,y�S, �ITY C�F F�RT WORTH
ICHA�1.. C. 6lLLII�GSI.�Y .'� '.
REGISTEE�E[] PR�F�SSId�fAL ...;:.....,...�.......,;*. TARRANT CD�NTY, TE�AS
LANA SURUEYDR NO. 6558 �iICI�A�I. CL�� �ll.LlhfGSl.�Y
80'� CH�i�RY STRE�`I', ...,......�..�.........,,..._.,. � �� ��� ����
U�11T �!1 SL11T� ��0� ��. .a 6558 ., � ���
� •.� �� q�P: �
F�RT INORTH, TEXAS 76'I 42 9� •,, F� 5�1 �,. ,�o aaa ahom� s�a► ynu +�� � 13oa iaE, Flo. �e17183s�i
�H. 8'� 7-335�$5'l1 D� 5� R d E Fa�cwaru,, Taxaa �Qiaz �iRA1 n 1a�savaa �nrivi.klm{ny-hom.c+
mi�haal.1�i41ir�gsiey�Pcfmley-ho�n,com � �`'� � �' �` �
i����oo� cos aace an�'r�o�o oainsaa�a
�
L�GAL DESCRIP�f�lN
T�MPaRARY G�NSTRl.1CTldhl EASEMENT
B�II�G 0.2339 of a�n acr�e {�4,19� square �oot) tract of land situated in th� �eorge 5hie4ds 5�arvey, Abstract Na.
14Q2, C3ty of Fo�i 1Narth, Tarrant Cout�ty, iexas, sa�d tract alsn being a portion of Lot B, Bl�ck 19 , Crawfard
Addition, an additian to the City of �nrt Worfh accarding to ths plat re�ord�d in Valum� 388-61, Page 3 of the Pfat
R�cords af Tarrant Cvunty, Texas; said tracf being ma1'e par�icularly des�ribed as #nlloWs:
BEGINNI[�G at the r�orkh �amer vi said l.ot B, �Iflck 19;
TH�NCE Sauth 23°34'09" �ast, alang the easterly line of said Lot B, a distance of 225.10 f�et ta a point for corner;
THENC� departing tha easterly line of said Lot B and crossing said Lot B, th� fallowing;
North 89 �28'S�" West, a distarrce nf 5fi.18 feet to a point for corner;
hlarth 1?°19'2�" �ast, a distance af �8.�3 feet ta a point far carner;
North 28°�S'57" West, a dis#ar�ce af �9_98 feet ta a paint for car�er;
Nt��th T5�31 `27" West, a dis#ance vf 12�.4fi feef to a point far corner;
Norih 35°�43'45" East, a distance af 32.51 feet to � point for corner;
Narth 47°�{ 7'34�" East, a distan�e of 7�.5i feef to a poln# an t}�e northvueste,riy line of said Lot B,
THENC� Narth 55°Qg'S1" East, along the northwesterly line ofi said Lat B, a distanc� of �ii.�6 f�et to the pQINT DF
BEGINNING and containing 0.2339 af a� acre �1 �,19� square feet) of lar�d, rr�are or less.
N�TES
Beari�g system based an the Texas Caordinate System �f 1983t2�'l'1 adjustmentJ, Narfh Central �on� (42D2}. A
sur►rey plat of e�en survey date herawitM acoampanies this metes & bounds �escri�tlan.
The und8rslgned, Registered Profess�onal L�nd Surveyor, herel�y certifles thai t11e foregaing des�ripfian accurately
sets aul #he metes and bounds of the easement tract. E}(HiBIT `���
MICHAEL C. SILI.INGS�EY
RE�ISTERED PRD�ESSIONA�..
LANQ SURVEYOR N0. 6558 ,
SD1 GN�RRY STR�E7,
UNi7 11 SUIT� 'k3U�
F�RT 1NOR7H, 7EXA5 T�10�
PFi. $17-335-6�'i1
mi�ha�l.billingsley@kiml�y-hom.co�n
eituNcStEY_ iu11CF#A�LBl2812020 12:�6 PM FC:1F'CW_SiJHVEY406101821
a�in-r..i_
TEMPQRARY
C�NSTRLl�71�N EASENfENT
PART �F THE
GE�R�E SHIEL�S SURVEY,
ABSTRA�T NQ. 9 �4��
CITY OF F�RT 1NC7RTH
TAF�RAIVT CC]I�NTY, TE�S
FM_Fxs_a�.
�a��
� 5a �an
GRAPHIi: SGAL[ IN F��T
LEG�N❑
Nd. BEARiNG L�NGTH
L1 5,23°34'69°E 225,'10'
L2 iV81'28'S6"W 56.18'
L3 Afii°19'2,2"E 58.83'
L4 N28°U6'57"W 29.98'
L5 N75°31'27"W 12Q.46'
l�$ N35°43'Aa"E 32,a1'
L7 Nd7°��'3d"E 7D.51'
L$ I�I55°09`�T'E 'f7.�6'
S5�°Q9'S1 "W
83.84'
1
7�MP a RAR�+
COh1STRLICTI�N EASECVIENT
8.Z339 AGRES
'14;'191 SQ. F7',
LfN� TABL� �
P,D.C. = PQINT QF C�P+A►u1ENCING
P-O.S. �P�INTOF BEGINNING
IRF = IRON RQQ FOUND
7{F ="+" GI1T IIJ C�NCF�ETE F�LlAf�
N oTEs
�
` L4T B, ��aGK �s
GRAWFQRO Aai�l7CON
�W��.. 388-6� � PG. 3}
�
� `
�
LDT G, 6L,QCK'!9
CRAWF�Ri7 Aa01TlOh!
(Va�. �8&B�, �G, 3j
i�� :
1 �
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f
PETER SMITH R6.
Be�ring syskem based ❑n the Texas Caardina#e Syst�m af 1983(2�11 a�i�ustmen#}, N�rth Cer�tral Za�e (42R2]. A
metes 8 bounds description of ewen s�arvey date herewith� aecampanies #his survey pfat.
The un��rsigned, Registered P�ofessicsnal Land Sunreyor, hereby
certifies that this plat af survey accura#efy sets aut the metes and
bounds of t�+e easement trac#,
MfCHAE�. C, 61LLINGSLEY
REGISTEREO PROFE551DIVAL
LAND SIJRU�Y�R NQ. �558 �
801 CHERRY STR��T,
LlNIT '[ 1 SlIl7� 'E 30�
FC7RT WQR7H, TEXAS 7B1 a2
f�H. 817-3��-fi511
michael,billingsley c�kimley-hom.com
FY, h1iCHA�i AI�.817p?D 1228
14-CLEhH
E�HI�ET "8"
TEN[��RARY
C�NSTRUCTIQN EASEMENT
I�ART bF l"HE
GE�RGE SHIEL.�S 5l1RVEY,
ABSTR�4GT NQ. �4�2
CITIf �F F�RT W�RTH
TARRANT CQUNTY, TEXAS
LS FM CxN AF l.flT B hN6 C. e
�C-4.U� Sul��urface and Physical �onditions
'Z'HTS P��E LEFT I�TEN TI�NALLY BLANK.
ciry oF Faz��r waRrx ci.E�x Faz�x �oxc� ��
5TANDARI] COi+1�TI�UCT'[Oi+f 3PECTFiCATI�N DQCLTMENTS Ciry P�'ojeet No. 16099fi
Reviqed Tuty 1, 2Q1 ]
CiTY C]F FDRT WOR'FH CLEAR FORK FaRCE iufATN
STq1�Aitp CpNS�'iC[�C'CION SPEC[FIC�,,TI4N D�C LIMPVTS City Praject Na. 10�994
RevisedJu]y 1,2011
GE�T�CHlV1CAL ENGINEER.ING STUDY
CL.EAR Fai�l�C LIFT STATI�]N ANO F��t�E MAIN
AL�NG CLEAF� ��RK TR�iVlTY RIIiER ���M
W. Q� RO�ER5 AVEP�UE "f� W. 5TH STREET
FQRT ViIDRTW, TE]tA5
Presenteci To;
Kim�ey-Hnrn and Asscciates, In�.
Octaber �D�a
PROJ�CT h14. 1�3-24-3fifi
�� ��cx���Ri�rc, i�ve,
i�i3G P@L7UIC I]13VN
Port Lt7urtl�y'I'ex�s 7G11A
w►v���.crnj e���r, c ot�Y
Qctober 30, 2D20
Re�ort Na. 'E03-20.386
IClmf�y-Horn and Assocla#es, Enc_
80� Cherry Street, �lnit 11, Suite 1300
�ort 111lvrth, T�xas 7610�
Attn: Mr. Josh Kercho, P.E.
GEDTEGHI�ICAL ENGlNEER�NG STLiDY
C�,EAR FORK I.IFT 5Ta4TIC�N AND FQR�E p4AAIN
AL�NG �L.E�1R �OR�4 TRfNITY RIV�R �R4M
W. C]F !�[}GERS AVEhIIJ� Tt� W. 5TH STR�ET
FQRT VLIBRTH, TEXAS
❑e�r f�r. Kercho:
Submitted here are #he results of a geotechnical �ngineering $tudy for th� referencsd proje�t. Thi�
�tudy was perFormed in general acc�rdanc� wRth �MJ Pr�opasa! � 7-�SB� �Revision 3) dated Jul�+
��, 2020. The ge4technical ssrvices were auth�ri�ed via Stendard Agreemen# for Prafessional
S.etvioas with Kimley-Hvrn �nd As��ciates, In�., Praject I�um�er OG1��82��-a'I dated Jufy �5,
2a�(l.
Er�gineering analyses and �ecomrnenda#ior�s are c�n#ained in the text s��ki�n af the re�v�t.
R�&Ult� of our fiefd and lab4ratory servic�s are includ�d 'rn the a�pendix Qf #�te repq�t, We woul[�
appreciatg #he a�pa�tunity ta �e �ar�sidered far provid��g tY�e materials engineering and
gea#echnic~al nbservatia� ser�irss d�ring the constructi�n phase af #his project.
Vlle ap�reclate the a�portunity to be �f senrice to Kimley-Horn and Associates, Inc. Pleas� con#act
us if y�tt hava any quastivns or if we may I�e �f furiher service at thls tim�.
Respectfully submitted, 4 .�� �F �R���
CIV�f ENGINEERINGr �NC. � Q� ��•�• r�,k-.g 1 h
'I'CxnsF�e�ritacis�rnA�rtor�t�1o.I+9177 ,�`?•� •;5' �
F * ,a .� ��. * ���
'• �
� r � * .�....��....�� ..........:.. �
" �r+ ar���s �. �Ap�iNc�ro�v, �v ,�
'�, "i I I�11l1���Ifl���������1��.��•�
r����' �J7A�2 '�t�.v
Jame P, ��ppingtc�n IV, P.E. �p,?r� ���;��5tio,�`���
P�esE en# o�,tsr;���t�i'��� �•�.�
T@X ND. ����� '�ti�,,�,�,t�w�"1�7'�
ca�fes su�mitted; {2) Mr. Josh Ker�ha, P.�.; Kimley--Horn and Associates, Inc. tmail ar�d emailj
I'horie (817) 2$4-9�iQ� Tax (8I7} 589-9993 Metrn (817} 589-99�32
TABLE ❑F C�NTENTS
i'aqa
�.0 INi'RD�UC710N --___a._...--------__�._�„�..-,--------_-_-__-------__------------------_...�___-------_w..� �
2.� FlELO E�CPL�RA7101V ANO I,ABL]RATaRY TES�'ING�-�----------�-------_--.....-____-----..__-------- �
3.� SUBSL3f2FAGE COMDiTlONS -------------___�.--------_...______...---------__...._._..----__..__----__.... ,�
4.0 TRENGFt ANa 60R� ��CCAVATIaNS ----.....---------�---�-----___....__------___.._____�__......_____........ g
5.D PRELIMI�IARY LIFT STA7l�N FOUNDATIaNS--------___---------��____--------.�..__.___....__��
fi.� S�LOV1f GRAO� V11ALL R�C�MMENC�ATIONS -----�-�-______...��______---____.�,_-----__...��1
7.0 EAR7FIVI]ORK-__._».__._____._.__-----w�..__.---___._..________�.__-----______�__�.._-----�___24
$.0 C�NSTRUCTiQN �BSERVATIDhlS---__.____....._�_....._______ti.._�_____.�______._,._______�g
9_0 R�POR7 �LaSURE -�.____-------w...�»________....,_.____._..._----- _�_------...--------w__---27
A�PENaIX A
Plate
Planof Barings-----__.......__------w�...�------------------__.__...�_---�.___���__..��_.�_�._-----A.'ia�- A.ic
Uriified Soil Classificatian System-----_..__-----��..._-------�.__-------_._____�___�.----------------A.2
Key to Ciass'rfiEation and 5ymbols --------�------------________.�__�__._._____.__.�..._____.___�_______ q,g
Lags af B4rings --_.----���•-..-�_______------_�...��.,__------__���_.�.� .�___.________----w A.� -1#.�6
Particle Sixe oistributian Reports------------------_____��_---------��.�____._.__.---_.�.._ A.27 - A.41
�ree Swell Sest Rasults---_--..----------------�----__-------_w_�.---�._�._.�-----_.r_________�--- A.�}2
aPPENoix B
p��t�
Slake I�ur�biliky Test Reports�.-_.______,,..�._.______......_-----___..-----___.._.___.w__----------��_B.1 - 8.15
Cerehar AbrasiUeness Test Repar#s-------------___.._�-----__�.�-----___----_�._..,_�__�. B.9 �- B.3U
1.D IIVTRODUCTIOPI
1.'1 �eneral
This report presents #he r�esu!#s of a geatecF�nical en�ineering study for a sanitary sewerfarce rnain
and lift sta#iar� in Fort V1larth, Texas. The �ropasad sewer line will generally traverse along #he
�lear Fork� Trunity F2iver northward fram the propased lift stati�n lacated appr�ximately 80Q feet
west of Ragers Avenue and 4Q4 feet north a+F the riWer ta 11V. 5t" 5tr�et, appraximately 50D fee# east
of Fvrest Park Boul�vard. Crossing af the river is planned by horizor�#al dir�ctianai drilling (HOD�,
HDD is alsa planned �elaw th� Chishalr►i Traii ParkwayliH-3D corridor and alang the wast side af
Forest Park Boulevard hetween th� Fart W�rth & INestern Railraad and W. Lancas#er Avenue.
Pipe ir��tailat�an is also anticipated ta incorporate ❑pen cut and o#her trenchles� instaliafioh
tech�iques. At this time, detailed in�estigatian of the �rop�sed lift stati�n site is nat �Ianned due to
access iimitatians, Preliminary design parameters are provided harein. Fina1 in�esfigation and
re�ommendatians f�r #F�e lift statian wil! be pravicfed ance drill rig ���ess is possible. The prajeck
vicinity and appr-aximafe I�cation of �xplaration borings are illustrat�d on Plates A,'1A thraugh A.'1c,
Plan of garings.
'1.2 Purpa�e ar�d Scope
The purpos� nf #his geote�hni�al engineering study has been to detet'mine th� general subsurFac�e
conditians, e�aluafe the engineering characfe�istics af the subsurfaoe materials encQuntered,
deWelap camments �n gen�ral. exc�vation, de�elop pre��min�ry rec�mmendativns for the type or
types offoundati�ns suita�le for th� lift station, and �ra�lde earEhwork rer�omm�ndation5.
Ta accomplish its inter�ded purpases, fhe study has �e�n con�ucfie� in fhe follawfng phases: �� �
drilling sampfe borings ta det�rmine the gen�ral subsurface conditions and ta obtain s�mples for
t�s�ing; ��j pe�F�rming labaratory tests an approprlate samples ta det�rmine pertinent �ngineering
praper�ies af the subsurFace materials; and �3} pert�rming engineering analyses, using the �eld
and lat�aratory data #o develop ge�technical recommendatians ��r fhe pr�pased r�onsfructian.
The design is Qurrer�tly in progress and the IflC�tfbnS andfar elevatians of fhe struetUr�s cauld
change. Once the final design is near complet9on �8�-perc�nt ta �Q�percent sfag$j, it is
reoammended that �11�+1J �ngineering, Inc. be retained t� review thase partions o� the cons�'�ction
docurize�ts per�aining to tha geo#ecl�rricaE recarnmendations, �s a means fo determine tha� our
recommen�atians have been in#�rpr��ed �s intended.
Report �10_ ios�o�366 cMJ E�vGnvE�xllvc,YNc.
'i.3 Ftepart Format
The text o� the repart is contained in 5ectian� 1 through 9. Ali plates and iarge tables are
contairted in Appendix A. The alpha-numeric plate and table nurnhers identify the appendix in
which they appear, Small tables af less than one page in length may app�ar in the E�ady af the texk
and are numbered aacarding to the section in which they occur.
Units used in tha report are hased an the ��glish sysfem and may include tons per square foot
(tsf}, ki�s (� kip = 1,Q0� p�unds�, kips p�r sauare faot (ksfj, pounds per square faot [psf�, pounds
p�r cuiaic fv�t �pcfj, and paunds p�r square in�h �psi�.
2.0 FI�LD ExPLORATION AM1] LA60RAT�RY TESTING
�.1 �ieid Ex�fora#ion
5uk�surface materi�ls at the praject sik� wer� expivred by twenty-three �23} vertical sail k�arings
c3riller� to �l�pths rangiRg fr�m 2� #a 120 feet along tha pr❑posed farae main alignment. The
bori�gs were drilied using hollQw-stem aug�rs or cantinuous flight augers at the appr�ximate
locatians shown on the Plan of Baring�, Plates A.'I � throu�h A.1 C. The baring tags are inciuded on
Pla#es A.�4 thraugh A.26 and keys to classifications and symbols used on the lags are pravi�ed ar�
Plates A.2 ar�d �#.3. Baring TB-1'I was inaccess9ble for drilling at the time af this investigatian.
Undisturbed sample� �f cohesive sails ►n+ere o�tained with n�minal 3-in�h diarneter thin-walled
�Shelby} tuhe samplers ak th+e lacatians shown on the f�gs af borings. The Shelby tuhe sampler
consisis of a f�in�walled steel tu�e with a sharp �ukting edge cannect�d to a t�ead ��uipped with a
ball �alv�a threaded far rod connect9on. The tu�e is pushed irrta the so�l by the hydraulic pull�orrun
af the dr�lling rig. The s�il specirr�ens were extruded frvm #he tu�e in the field, lagged, #ested far
cansistency with a hand �netrorneter, sealed, and paekaged ta limit l�ss of moisture.
The cdnsis#ency of cvhesive soil sarnples was evaluate� in the fleld using a calibrated ha�d
penetram�ter. In this test a 0.25-inch diameter pistan Is �us�ed inta the relat�vely undisturbed
sam�le at a constant rate to a de�th of 0.25 inch. The results oi these tests, in tsf, are tabulated at
respective sarnple depths on the logs. When thte ca�acity of the pene#rameter is exceeded, the
Walue is tabulated as �.5�.
Fispqrt No. �1a3-20-366
�� $IVGLRTBERIIVG,XIVC.
2
�isturioed sarnples af fhe nr�ncaahesive granular ar stiff tfl hard c�hesi�e materials wer� abtained
utiliz�r�g a naminal 2-inch �.�. split-k�arrel (split�s�oan} sampler irt conjuncti�n with #�e 5tandard
Pen�tra#ion T�st �ASTA11 13 '(5$6}. This t�st emplays a 14Q-pound hamm�r th�t draps a fr�e fa!!
vertical distance af �0 inch�s, driving the split-spa�n sarnpler snta the material. The num�er �f
hlows required far 18 inche� of penetration is recar�ed and the value far the last 12 inches, ar the
penetratian o�#ained from 50 �laws, is reparted as the Standard Penetration Vafue (N} at #he
appropriate dept� an the logs of horings.
Ta evaluate the reiati�e density and consistency af the harder formatians, a m�dified versian o� the
Texas �ane Pene#ratian test was perFarmad at selecfed locaiian�_ Texas Department vf
Transportaii�n �TX��T} Test Method Tex-132-� spec�fies dnving a 3-inch diameter cone with a
170-paund �ammer freely falling 24 inches. This results in 34a foat-pounds of energy for each
hiow. This method was madified k�y utilixing a 14�-pound hammer freely �fallirtg 30 inches. This
results in 35a foot-pounds �f energy for e�ch hammer blaw, In relatir+ely saft maierials, the
p�netram�ter col�e is �lr�ven � foof and the number af bl�ws required fflr each 6-inch penetratian is
#abulated af respective test de�ths, as blaws per � inches ❑n the lag, Jn hard materiaRs (mck o�
rack-19ke}, the penetrameter cone is d�i�en with th� resufking penetratior�s, in inches, r�caarded for
the first and secand 5a �I�ws, a tatal of �00 blows. The penetratian far the t�Caf �IQD blows is
recarded at t�e respective testing d�pths on the boring i�gs.
In selec# barings, cantinuous coring was perfarmed at selected intervals in rack and rock-like materials
using an NVI1(farmerly NX} siz�, �ou�f�tuha care �arrel. Tt�is care barrel produces a nomir�af �-inch
diameter core sample. The care recoWery and Roek quali�y Designatian �RC�D} in percent are
included in the ap�ropriate column on the f�gs af barings. The reGw�red percent is pres�nted first far
each oore run and the RQ❑ perr�nt is presented irr7mediately besid� t�e recov�red percen#, irs t�te
adjacent calumn,
Ground-water ak�servations durir�g and after campletion af the barings are sh�wn an ti�e up�er right
of the boring log. Llpan cornpfetion of the borings, #he hare holes were backflled with soi� cuttings
and plugged at th� surface by hand tam�ing or with as�halt ar concrete as appropriate.
2.2 Lab�ratory Testing
Labaratary soif tests were pe�F�rmed on selected repressnfati�e samp�es reGovered from the
horings. In additian to the classification tests �liquid limits, plas#ic Eimits, gradativns}, maisture
Report Na. 9 a3-Z��3sG CMr ENcuvs��, X�c.
3
oontent, uncQtYfin�d �ampressive strength, and unit weight tesfs were performed. Resu{ts of the
la�oratory cla�sification t�sts, rnoisture content, unconfir�ed campressive strength, and unit weight
tests Ganducted f�r�l�is project are included on the baring iags. Gradatian analyses are presented
an Plates A.27 t�raug�t A.4�, Par�icle 5iz� Diskri�utian Reporks.
Free swell #esting was pertormed on selected samples af the �ahesive soils. The swefl tests wer�
used in determining the ex�ansive sail response of the clay soils. The results �f the swell #ests are
pr'�vidad on Plate A.42.
Csrchar a�rasivity tests �ASTM ❑7625} and slake durabifity tests �ASTM �4�44}� were also
perfarmed ❑n select recovered rock core samp�es. These tasts are praWided far the #r�r�chless
installation cantractor's informational use. The results of the Cerchar abrasivity and slake durability
tests are pr�sented in Appendix B.
The above labaratary t�sts uuere per�ormed in ger�eral accordar�ce with applica6le ASTM
prace�3ures or generally accep#ed practice.
3.0 5UB�URFACE GQNDiiIQNS
3.1 5ite GeofogY
The Dalfas 5heet af the Gealvgi� Atl�s �f TeM2�s Endicates #he project site is located in Alluvivm
Deposits af the Clear Fork Trinity River overlying the Du�k Greek, Ki�michi, andlor �aodland
farmatfans, except Boring TB-23, which is situated atop the outcr�p of the ❑u�k Creek formation.
The alluvial and terrace deposits are generally a mix�ur� of fine-grained an€i ooarse materials,
which ar� typicaliy Iayered with grain si�es increasin� w'st� depth. Rt tf�re surface the clay partions
vf these deposits can !�e moderately ta highly actiue. Graursd-water is typicall7l present in thes�
depasi#s, especially in pmximity to khe river, T�� Duck Cre�k and Gondland f4�mations consist af
iim�stone with same shale partfons, as discussed hefow. The ❑uck Cre�k is �ncierlain by the
much weaker Kiamichi sha[e farmatian, then underlain Eay the Gaadland limest�ne.
3.� Sai� Cvnditions
5p�cifi� types and depths a# subsurFace straia encauntera� at the boring lacatiar�s are shown on
#he baring logs in Appendix A. The generalized subsurface stratigraphy en�oUntered in the borings
is discussed �elaw. Note that depths ❑n the barings r�er ta the depth from th� existing grade or
Repnrt Na. 703 ��-366 CM� �1v�nv�.ING.INc.
4
graund surfac� pres�rrt at th� time di the investigation, ar�d the baundaries between the vari�us
soil types �re approximafe.
Pavement is present at the surFace ir� 8�rings TB-2, TB-14, TB»�l5, and TB��6 c�nsisting af 2 to 1�
inc�as af hnt�mix asphait. The asphalt is undeHain by 5-incli thick concrete pa�ing in Baring TB-2.
In �d�itior�, con�re#e paving is present at fhe surtace in Boring TB-23, wit11 � thickness of 7�nches.
Fill and passfbl� fifE rnaterials are presenf ta depths ranging from �f fa 23 feet in Borings 7'�-4, TB��,
TB-3, TB-5, TB-7, TB-8, TB-813, TB-9, T8-1a, TB-12, TB-13, 78�'Ifi, TB-77, and TB-22. The flls
and possi�le �ills consist of variaus dark browr�, brnwn, light hrawn, reddish ��a�rn, ❑li�e-brown,
tan, gray and light gray silty clayst silty sandy clays, sandy clays, and clays cantaining limes#ane
fr�gments, gravel, calcareous nadules, ealcareous deposits, ironstone nadul�s, and iron stafns.
Asphalt fragrnents are present withln the fill �n Borings TB-2, TB-7 and TB��3. In acfditian, brick
fragments were presenf within tt�e fill i!1 Baring TB-7, Notable fills presenf in 6aring TB-8 below �8
feet cons�st of sands and clayey sands cor�faining gfa$s fragrnen�, cork fragments, wood
fragments, and misc�ilaneo�s canstructian debri�, Notably soft (soil basis} fili soils are �resent
belaw 6 to 13 feet in E�arings TB-9, TB-� 0 and �B-iB.
A wide degree of variability is nated along the project alignment, as is ty�ical in allt,tvial-type
depasits, Natural sails encountered cvnsist of darit brawn, brown, light brawn, dark reddish brown,
reddEsh �rawn, lignt r�ddish brown, tan, dark gray, gray, and light gray silty clays, clays, silty sandy
c�ays, sandy clays, sandy silty clays, sandy clayey silts, cl�yey silts, clay�y sands, silty sands,
clayey silty sands, and sands c�ntaining variabfe Eirnestane fragments, gra�el, calcareoras deposits,
calcareous npdules, iran stains, iranst�ne n�clules, and accasiona� silt seams. Natabiy $oft nafural
clay sails are present in select reaches in Borings T&�, T�-3, TB-�, TB�1 �, TB-� 2, an� T6-� 8,
Borings Ts-1�, T8��3, 78-16, T�-'18, TB-'�9, TB--21, and TB-2,2 were #erminated within ti�e various
natural soils at �0 ta 3Q feet.
The sands, clay�sy sands, silty sands, and �layey silty sands present from 5 ta 5'� feet in B�ring
TB-1, fmrn 5 ta 6 fieet in Baring TB-�, from 33 ta 37 feat in Borin� TB�4, frarn � to � � f�et in Boring
TB�2a, fram 6 to 'I3 feet in Baring TB-21, and in ��ring TB�2� from 9 to 93 feet are considered
loase ta madium dense, with 5tandard P�netration {N} r�alues of 4 ta 29 blaws p�er faat. The
clayey s�nds present belcaw 15 feet in Baring T�-�I� are cflnsidered Wery laose, witn a 5tanc�ard
Raperk Na. 'f �3-20-3G6 CMJ F1+IGINSS1tTNG, xNC,
5
Pen�tratian �N� value of � blov►is per foot. The clayey sand below 43 feet in 6oring TB-5 are
dense, with a 5tandard Penetrativn (N) vaiue af 3fi biaws per faot.
Tha variaus sflils encount�red had tested Liquid L.irn'rts {tL.j af 2� to 63 witfi� P[astici#y Indices �PI}
of 'I� to �45, a�c� classify as GP, 5P�4, 5C, ML, Cl. and CH accardirtg to t�re lJSCS. Tested unit
weight anci uncanfined compressi�e strength vafues range from �6 ta 128 p�f and 9�0 ia 26,�3Q
ps�, respec#i�ely.
Tan sand �nd gr��el are r�ext encountered in Bnrings T�-�, TB-2 and TBM6 at ciepihs af 33 to 43
feet and in Boring TB-15 at a depth af 3 f�et. The tan sar�ds and gra�els vary from laase to very
dense, witF� Standard Penetrat�an [N} values of 9 to 83 blows per foot.
Tan limestone is next presen# in BOrir�gs TB-3, T6-7, TB-9, TB-�4, TB-15, and TB-20 at depths af
13 to 34 feet and in 6orings TB-� 7 and T�-�3 at 1 ta 5 fee#. The tan limestone aften aacurs
weathered, nc�asi�nally contains ciay seams and layers, and is maderately hard ta very h��-d
(sedimentary rack �as4s), with Texas Cane Penetrom�ter {THa) test values nf '/z inch of
pen�tration f�r �OQ hammer blows and Standard Pene#ratiQn [SPT] t�st results of � to 5'h inches
of penetration f�r 50 hammer blaws, Borings TB�'15 and TB�-2� were termirtated within the tan
limestone at a depth of 2� feet. Tan and gray sha�e is next present in 6oring 78-4 at a depth of 37
feet, witi� �#h9ckness of 2'/2 fest_
Gray l�mastane is next present in Borings T&1 thr�ugh TB-1�, T�-14, TB-'lT �t depfihs varying
from � 9 to 48 feet, and in Boring TB-�3 at a depth af 2'�x feet. The gray Ilmestane typically
con#ains occasional shale seams and fayers, occurr�ng interbedded in Boring TB-9. Gray shale
cQntainir�g limestone se�ms and layers is present at�p the �ray lirnestane in 6arings TB-�4 and TB,
8� at 39%z and '�8'fz feef, r�spectively, and witFrin fil�e gray Eimestane from 5� to fi0 feet in Borirtg
i8,3. Borings TB-2, TB�4, TB-5, TB-S, TB�SB, TB-9, �ncf TB-1Q were terrninate�l within the gray
limes�ona at depths of 5� to � Q� f��t. 6orings TR-'l4, TB-17, and TB-23 were #erminated within
the gray limestane at d�p#hs af 20 to 3fl fe�t. Gray shale �ontaining occasivnal fimestane layers is
�ext present belov+� the gray limestane in Borings TB-1, TB�3, and TB-fi at 9U to '10� feet and in
6oring TS-7 at �� feet and cantinues through baring term9natian at 10� to �I�fl feet.
The gray lim�st�ne and gray shale exhibit uncortfine� compression tes# �alu�s warying from 3"1,68Q
ka 871,2'l� psf. These values are consid�red range widefy from law ta relativ�ly high 4s�diment�ry
i2Bp�rk Ha, 103,20 �66 CMJ EriiGlhf BHRING, I1vG
6
rock basisj values fram the viewpaint af rock strer�gth. l�ower strength t�st results typically reflect
the gray s�a�e rnaterials. Rv�k �uality designatian �RQ[3j measurements of recovered core
samples within the gray Iimestone and shale were hi�hly variabl�, ranging fram 0 t� 1 QO percent_
however, average RDQ values w�irt the gray iimest�r�� and shale are on the order of 8D percent,
indicating gaod ro�k quality, ar general�y intact in-sitv ra�k. The gray lime.stone exhil�its Texas
Con�.Penetrometer �7'HD] test �alues af'/� ta �l'/z inches of peneiratian for '1�0 hammer bl�u�rs and
5tandarcf Penetration �SPT) t�st results af fl#a 3'� inehes of p�n�tration #or 5� harnr�er blo�nrs.
The gray shal� exhibits Texas Can� Pen�trameker [THD} tsst values af 5 to fi inches af pene#rafion
for 10� hammer blows and 5t�ndard Penetratian �SPT) test results of 49 t� 69 blow per foat in
8arings TB-�4 and 7B-�3.
�.3 Grnund-water Uhservatians
�arings wer� driyled using either h�llow-stem ar cantinuous fllght augers in or�er ta ob�erva
graund-water seepage during dri�ling. Grour�d-vuater see�age was encaun#ered �uring dri�ling in
�orings TB-'� through Tg-6, T8-8, TB-'I�, TB-'I3, TB-18, TB�21, and T&2� at dep#hs of 13 to 2l
f�et. Wat�r levels af 13 ta 26 feet w�re measured in Barings TB-4, T�-5, TB-12, TB-13, TB-18,
TB-2�, and 1"g-2� at drilling carnplefiQn. 6orings T6-� 0, TB-14 through TB-17, T6-19, TB-��, and
TB-23 w�r� dry during dr�lling and d�y at �ampfetian of drillir�g operations. V41et mtary drilling
methads were utilized bei�w depths af 15 to 30 feet in Barin�s TB-'i t�traugh TB-3 �nd TB-6
thro�agh Te-9, preluding suhsequent accurate water fevef ineasurem�nt�. T�ble 3.3-1 summariass
water level data.
Vllhiie it is not possihle ta accurately predict the magnitud� of subsurface water fluctuation #hat
rnight �ccur based upar� th�se s�ort-term abservations, ik should be racagnized that grnund-water
conditians will vary with fluctuati�ns in rainfali. 5eepage near the observed levels should be
anticipated throughout the year.
Fluctuatians of the graund-wat�r level can occ�r due to seasonal variations in the amaunt of
rainfall; site tn�agraphy and runaff; hydraulic canductivity of sail strata; and ott�er factars nat
evident at the time t�e bQrings were performed. V1�ater rnay �e encountered in sand seams!layers,
jaints, fra�tures, or parmeable seams within the variaus alluvi�l deposit sai�s and shauld �e
considered when develaping the design and constru�t�an �lan� for the prvjec#.
RaparE No. 1fl3-Z0�£&
cMJ �,,��nras�zxG, rrrc.
T
Water travelir�g thmugh the svil (subsurfaca wat�r} is vften unpredictable. This could he due to
seasonal c�anges in graund water and due ta lhe ur�predictable nature of ground-water paths.
T#�erefore, it is n�cessary during cdnstruc�ian far the cantractor to be ahservant far gr+o�nd-water
seepage in excavations in order t� a�sess th� situation and #ake appropr�a#� actian,
TABLE 3.3.1
Ground-W►a#�ar Cibservat's�r�s
Baring Seepage �unng �ater at Cornpl�iion �ft.}
No. ❑r[Iling �f#-]
7B-1 15 kV1A, wet rota drilling b�law 15
TB-2 2o NIA, wet ratary driiling below 3�
TB-3 22 NIA, wet ratary drilling belaw �5
T8�4 22 ��
TB-� �2 �2
T�-6 �3 �ilA, wet rafa dri�fing loeiow �5
78-7 Dry hllA, wet rotary drikling helow 30
TB-8 18 hlfA, we# t'atary drilling �elow 25
7B-8g Dry N1A, wet rata driliing �elor►v 24
TB-9 �ry NlA, wet rota drillin below 25
TB-1C} D ❑
T�-12 22 � 5
TB-13 27 1 T
TB-9d Dry Dr,y
TS-15 �ry []
TB-16 Qry D
TB-17 dry ❑
TB-'[ S 18 � 9
7Br19 ary d�]+
T8-20 � ry D
T�-21 7 5 � 5
T8-2� 13 13
T6-23 Ory �ry
❑ue to the variable subsurface conditions, long-ferm o�servativns would be ne�essary ta more
ac�urately evaluate the grvun�f-water leve�. 5uch abservations would requirs irtstailation of
piezometer ar �bservation wells which are sealed to pre�ent the influence of surface uvater.
Rspart No, 1n3•20-386
cMJ ]�cnv�sx�tv�;r �rac.
0
4.0 TRENCH AND BaRE Ei�CAVATIQNS
4.7 Expec�ed SuhsurFace Conditions
The praposed fQrce rnain v+ri11 bs eonstructed mainfy through Affuvial gealagical fQrmatian sails
o�erlying iirnestone and shale at variatale depihs. The depasitional composi#ian af this geofagical
formativn is �aried from sands and graWe�s ta silty ciays and clays. T�is general variability can be
seen in the majority of fhe barings. The limestanes and shalss are likely fhose Qf the Goodland
and Duck Creek gaol�gic farmatians.
Limes#ane with shaie seams ar layar°s can be difficuit to remave �r exeaWat.�. The encaun#ered
rock materiafs are primarify eor�sidered r�oder�tely hard ta �ery hard �sedim�ntary rrack i�asis� an�
wifl present ex�avatian dEffiicu�ty which rnay rer{u'rre specia� #echniqu�s for rippingldrillinglrock
remova�. No nard rock was encount�red in Bor�ngs T8-'12, TB-�3, TB-'Ifi, Tg-18, TB-19, TB-21,
ar�d TB-22.
5eleated zar�es of more granular sa�d and graVel mat�rials are present in somewi�at r�on-uniforrn
fashian �thaugh do tend ta vccur immediately aho�e t�re lim�stane and sl�ale materialsj and may
pose �hallenges. Select aones af the the sands and gravels ex�ibft lo�se ta rnedium dense
reiatively densit�r, as such they can experience signifi�ant caWing and quick canditior�s whsn
subjected to viprations and general excavat9on when en�ountered f�elow the graund�water table.
These sails alsa �n e�cperience �Qllapsing vuith vi�rations due ta little ta few fines. Where mar�
granuiar clayey sands, sar�ds and gravels are present, caving will likely occur due to th� !ow-
plasticity nature �f these rnaterials and with the presence af groundwwater encauntered in the
borings with deptn. In addition, similar Gawing and slo�ghing is �assible within saft sail reaches, as
encauntered in Borings T8-�, TB-3, TB-�, TB-� 0, TB-�12, and T6-1 S. Abundant graun�-water
should be anticipafe� in select excavations as discussed �elow.
In addition, t�e significant �Il en�ounter�d as dis�ussed in Sectian 3.� will also be su�ject ta
slougF�ing and cauing conditions, partic�larly thase saft fills as present in 8orings T8-9, T8-�� and
TB�16, The filfs �ould confain large c�ncrete fragmertts or dense metal or wire fragments and
could �auss a�igh degree of difficulty in excavatian.
Raport Na.1a3-2o�fi6 cMr ��vc��ra�[tirrc,Irrc.
9
4.2 �pen Cut
The trench ex�avations shauid be pertarmed in accordance with OSHA Safety and Health
S#anda�'ds �29 CFR �9�61�9'19}, SUbpart P. For excava�ions less than � teet deep tnrougn m�
various cl�ys, it is expected tha# near verti�al excavation walls will be possible. However,
excavatians which occur through s�t clays, granuiar sails, non-c�mpacted �ill, or submerge� sails
it will be necessar� #o either slope the excavatiQn sidewalls or provide tem�orary bracir�g t4 cantr�l
exca�atEon wall ins�bility. In additian, far exGava#ians deeper than � feet, the ex�avatian sidewalls
must be sloped or temporary bracing must be provided, regarclless of the s�il c�nditians
encoun#ered.
�,� irench 1 Bnre P9t Oswatering
As discuss�d in 5ection 3,3, Ground-water Dbs�rvations, ground-water corlditions can �ary v�rith
seas�nal fluetua�i❑�►s in rainfall. In the case tha� ground-water is encaunt�red, cflntralling ihe
ground-watar is ��serrtial fo canstruction ofi the proposed farce rnairi. Failure #� control any
encountered ground-water cauld result in trench wal! cr�llapse, trench �aoiforn heave, an unstable
tr�n�h �attam and detrimental pipeline set#lement and pipe defle�etions after ba�k#iiling. Ground-
water levsls s4�aufd �e makntair�ed at two feet below the �iases of the exc�Wations far the f�iS #erm
of canst�u�tion. Protectian af the apen exca�ations sh�ufd �e pravided during periods af moderate
ta hea�y rainfail, as surfa�e water wifl m�st likely channel and collect in tha exca�ations. The
►�ter i��el should be lowered rior ta excar�atin and should be maintained at this lowered le�el
unt�! the i e trer�ch or bore it is ��ckfiklec�. In t�e event that watar infiltratian rafes are hig�, as
may h�: the case where sand or gr�vel strata are enc�unter�d, it may be necessary ta install a
more elaborate dewafering system
c�tttractor's res�aonsibility.
4.�F Suft Trench 6ottom Condit[ons
The design of any dewatering system required is the
Soft andlor layse aonditians shauld b� expected in the area �f Borings TB-2, Tg-3, TB-4, T&9,
TB-'Ifl, TE,92, T8�16 and �B-'I$. Cantral af ground-water �s discuss�d above is the key #a
avoiding an unsta�le tren�h bott�m in soils wh�c� are m�re gran�lar, as we{I as cQhesi�s saifs.
Llnstahle trench bvttoms are considered ko he unsuitahle for suppart of the pipe. Saft clay�s could
occur where gro�and-water is preserit. 1r� any areas wY�er� unsuitable bearing materiaf� ar-s
encountered �t th� pianned in�ert el�vation, the trench bottorr� ca� be prepared using �ith�r �f the
follovuing methods:
Rapor# Na, io3,z0�B$
CMJ ENGTI�ESRING, INC.
10
■ lJnder-cui� to a suitable k�earing subgrad� and replace with a structural cor�pacied fill. The
over�excavation shau�d extend laterally a dis#ance of at least 1 foat heyand tl�e edges af the
plpe, an�! ther� at least '! foot �aterally f�r every �.5 feet af fill required beneath the pipe.
TF�e o�er excavation backfiN should be completely surrounded with a g�atextile cansisting
of Mirafi 1��N, Arnoco Pt'opex ��45, or equivalent. The �aac�Cfil1 shouft� consist vf a free
draining aggregate [i.e., sands, gravels, crushed limestone, ar crushe�l concretej appravad
by ths gea#e�hni�ai engineer. The backfill s�o�Id be placed ir� maximum 9-inch iaas� [ifts
and �niformly campacted to a rninimum relaiive density af 65 percent as de#ermined by tes#
methads ASTM D q�253 and D�25�.
• Gasting a 6-in�h thick reinforced cancrste slaka. The cor�crete �hould ha�e a mir�imum 3,OQ�
ps� campres�'i�e �trength a# �$ days,
4.5 Exca�atian Cansiderations
Jf apen trenc� cuts ara perfarmed within "1.25 t4mes the trench dept� c�f any surface strUcture,
trench sharing �nat trench boxes} should be used within op�n #ren�h cuts pe�formed wi�hin this
distanoa. Hydraulic shoring strtits shou�d be used and installed durin� exca�ation as needed ta
pr��ide fuA laterai supp�rt to v�rtical tren�F� sidewalls and t�tereby help recluce lateral ground
movemenks n�ar existing str�.ictur�s. A pre-constructian canditian survey shaulcf be perFarmed
priar to beginning exca�atian n�ar any structure that cauld F�e affected by #he trench excavation to
verify existirtg candi#ions �existing distress) priflr ta canstrvctian. Constructi�n rnvnitaring shauld
be pert�rrn�d to aerify that existing structures ar� not impacted ar darnaged by Qonstructian
�p�ratians.
Any repla�em�nt �a�errient structure �con�rete, asphalt, �ase course material ar sfa�ilized
subgrade} shflul� extend a m�nirnum of 9� inc�tes heyand #he edg� af �he ex�avatian #raench. This
additionai width of pavement struckure greatly reduces the po#ential for refle�tiVe cr'��lcing upwards
inta fhe pawem�nt.
4.fi TrenGh BackfiEl
Ta assure adequate base su�part far tY�e pipe, it is recomrnended fhat bed�inglemb�dment
rr�aterial b� placed around t�e pipe, 6 inches taelaw the pipe, and 'I� inch�s above the pipe, If
rancern exists of native backfill �baae the embedment migr�ting int� th� more ct�arse ernbedirnent
�and qusing back�ill settfementj, a filter cloth is rec�mmended a# t�e embe�4mentlnafiwe s�il
interta�e. The filt�r clot�, shoufd Gaver the entire intertave and up thraugh the sidawail a minimum
of 1 foot.
Report Na. 1 p3-2��fifi
Cll1+�� �hIGIIVEERIIVG, �1VC,
1�
Bedding material rnay c�nsi5t af gra�ellstane from �" ta Na. 1 Q si�ve size. Gravel shoul� be
consalidat�� upon placement hy radding or pneumatic vibratian methods. 5uch m�thads shauld
not cause harm or �istress to fhe pipe. The filter clath shauld be TenCate Geasyr�thetics Marifr
1�ON ar e�uivalent.
5�te e3ocaaated ma#erials are generally consid�red suita�le for use as bacicfill aboue the pipe
�edd'mg materials. ASI trench bac6cfill should 6e free af deleteriaus materials. Llse oi roCk
#ragments greater than � inch�s in any dimension shauid be prohibited, since attaining a unifarrn
maisture and density withflut voids wvuld be difficult. Backfill should be cornpacted in maximum 8-
inch IoosE lifts at a minimum of 9� percent of the Standard Prac#ar der�sity �ASTIVI D�98]. The
uncompa�teci lift thickness sh�ufd �e reduced to 4 inches far structure baokfiill �ones requiring
hand-op�rated power campactars or small seff-prapelled campactors.
Clay sails having a Pkasticity lnd�x gr�ater than �4 should be compacfied at a moisture content
ranging fram 0 ta pl�s � percentage points abave the optimum maisture content. G�-anufar soils
having a PI less than 2� should be campacted at a moisture confer�t rartging frorn mittus 3 to plus 3
percentage �oir�ts of the aptirnum moisture conter�t_ .letting fo compact the pip� hackFill si�ould not
be allo�ve�. Ir� areas where settlement afi #he backfiil rnusf he �los�ly contr�lled, the trench
ex�avatian should �e 3�ac��led with $ither cement stabiiized san�i ar flowable concrete ha�ing a
2$-�ay carnpres�ive strength r�nging between �0 and 2�� psi.
4.i Trench Bacl�ill �ettlem�n#
5ett�amant of the bac�cfil! soils should �e antic�pated. lt is antic9pated ihat praperly cQmpacted �n-
site clay fi!! sails will setile �etw�een a�a�f 1 and 2 percent of the fill thickness, Far example, 1 Q
feet of fill wauld be expe�t�d to setkle an the arder af �.2 ta 2.4 inc�es.
The trench ba�kfill could be aver-built in arder t� reduce the poteritia! fvr a surFace depressian
alvng the trench cen#erline. Vlle recommend the hackfi{I I�e crauvned where �aassible. The
centerline af t�►� excavatian should he Qver-�uilt b� one foat and slape� dawn ta rnatch �rade at
th� �dge �f ihe excavatian.
Repart Na. �143-ao.3B6 CMr �NGT.�TBexr�vc, Tavc_
12
4.8 Pr��isivns to Reduce gaclrfifl Settl�mer�t
Field testing will �a a critical elQm�nt in controNing the cvmpaction of the baG�cf�ll to limit seftlemer�t.
All tren�h backfillir�g in these cri#ica! areas sha[l include full-time ahs�rvatia� ❑f sQil compactian by
an experienced geotechnician under the supervision af ihe geafec�nir,al eng�neer. The c❑ntractar
shau�d provide protec�iar� for the testinglinspection personne! wnile wor�Cing in the tr�nches, and
shal� mave the prvtectiae shieldlshar�ng such that areas tv i�a tested are readily acr:essible, The
campac#e� maistureldens�ty af alf bacl�ll soils should be tested at a rate af one test per ��d ]inear
feet af trench, f�r ea�h lift af fili placed, durir�g �omp8ctian. Qiggir�g through exis#ing lifts af backfili
to access and test underlyiC�g lifts should r�o# be al{c�wed.
In acldit�on, to limit setflement, where crushed s�arre rnaterials are us�d as pipe bedding materials,
they s�ould �e wrapped wPth a suitahle geotextlle tv ilmit the Rntrusfan of flnes into the crushed
stone material, as pr��i�usly discussed.
4.9 BorelTunnel Considerations
AN'u�iral and F�luviatil� d�posits are well-known for variaE�ility with verticai and lateral extent. The
�arious s�ils will vary in thickness and depth, and the poten#ial far water see�age in mare granular
��11BS ��sp Wlil V�� with Climate, rainfall events, and depthsltF�ickness af mare permeabie s�ils.
Materia[s encountered in the upp�r 3 tfl 23 feet in �arings TB-7, TB-S, TB-8B, TB�9 a�d Tg-1�
canducted along the east side of the Clear Fork Trinity River crassing cansists af filf rnaterials
containin� uarious grauel, limeskor►e fragrnet�ts, brick, and asphaft fragmerrts. Should the
boreltunnel depth encampass the fill zane, or any zor�$s af sands ❑r gravel, cav�-in of these r�on-
plastic ma#erials ar�d a high �egree of drilling difficulty due ta the abrasive and nan-uniform
pre��r�ce of the fill ma#arials s�auld be �xpected, In aciditi4n, wafar seepage w�fhin sandsfgrawels
and the fills can c�mpli�ate t�nnel dr�IlEngfdrilling and ca�eMin, Sand �r graval searnslzanes ar
permeaE�le zone$ of #he fills can serv� as conduits #o dire�f water fowar�s the bone excavatian.
Water seepag�e can dec�-ease tF�e stahility of the b�rel#unne! exca�atian and result in graund
su bsiden ce.
The urtderlyin� gray limestone and shale anti�ipated tQ cans'rst af r�lafively goad materials �Far
baring and tunt�eling. Hawever, c�sing of the bare �xc�u�tion fikely wifl be ne�essary t� prever�t
caving ir� both th� existing fills �n�! gra�el zones and �ayers w}�e�e present a�ave t�e limestane ar�d
shale. T�'ra only me�hod a�railable to c�nfirm the actual sail car�ditians directly baneath the thalweg
ReparE �la. 103-2Q�fi6 C1VxJ F31v�uVSBRING, �iC,
'f 3
of the ri�er alang the crossing rvute �etween Barings TB-6 and TB-� would ir��alve barge-mounted
drilling equipment.
l� is r�cammended that the borel tunnei cantractor he made aware of these pofential variabil9#i�s.
A cantractar experienced in tunnsling �n alluvial deposits [granular] materi�ls shauld understan�
the ramificatians of the a�o�e discussian. .
5.0 PRELIAAINAFtY LIFT STATI�N FOUNDATfaNS
�.'1 �en�eral Foundation Considera#ivns
7wo independ�nf design criteria r°nust be sa�as�ied in the selection �f the type aPF faundatian ta
support tha {�ropased structures. �irst, the ultimate k�earing capacity, reduc��i by � sufficierit factar
�f safety, must no# !�e exceeded �y the �earing pressure transferred ta the faundatian sails.
5scond, due to consolid�tiari or ex�ansian of the underlying soils during the �perating li�e of the
structures, to#al and d'rfferential verticai mavements rnust be within talerable limits.
Boring TB�1 � was not aocessibl$ for drilling at the time of th�s investiga#ivn. ThersFare, preliminary
recammendations are p�aWided i�ase an the results af Baring TB-'12, iacatad o� the arder af 500
feet east af the �ropased statian. Additianal �ieate�hnical ex�loratian with dee�ened �orings must
qe erformed in ard�c to ro�ide finaf desi n arameters. in add�tion, r��ammendations far a deep
faundation system at this s�te are n�t passi�l� at this tirne based saie�y Qn Baring TB-�12, as �
suitable m��C bearing stra#um was not encauntered through the 30-foot boring depth.
We understand the proposed lift stati❑n wifl ir�corpora�e a wet well an ihe ar�e� af 30 feet belaw
existing gra�i�. Pro�osed valv� vaults and junctian k3axes are anticipated to he situated
appraximately 16 and 25 feet �elaw �xisting grade, respectively, Excavatians far be1❑w grade-
areas in excess Qf 'I� feet are expec�ed ta encounter gr�und-water se.e�aage which will complicate
faunda#ian installati�n.
5.� Expans�►�e 5oif Mowements
The expansi�e sails encauntered at thi� site can shrink an� sweff c.onsiderably as the soil mais�ure
content fl�ctuates during seasonal wet and dry cycles. Addi#i❑nally, the site enviranment is
impacted by g�ading and drainage, landscaping, ground-water �anditions, paving, and many other
Rspo rk No. 103-ZO-3BB CMf ENGI1vSER1NGr INC.
1d�
factors whic3� a�fect the structure during an� �fker construction, Therefore, the amoun# of sail
ma�emenf is diffi�ult to determine due #o the rnany �npr�dictahle variable� involved.
Estimates af sail rnovements fvr this site ha�e been perfarmed using dai� fram the Te3tas
�epartment of Transpartafion �TxD�T) pr��edure TEX�124E f�r estirna#ir�g Patential Vert�eal Rise
{PUR}, swell #esting, and engineering judgmen# and experienae. Vertical soil m�uements on the
arder af 2 inches have been estimated for the c�ay soils in a dry cQnditian in the area fl�f th�: lift
station site (Baring TB-12 onlyJ.
The es#�ma#�d sail mavernenfs are �ased nn the subsurtac.e canditi�ns re�eaJ�d hy the banr�gs
and on seasanai moisture fluctua#ians. S�il rna�ements, significantly larger than estirnate�, cauld
oc�ur due ta inad�quate sit� grading, poar drainage, panding of rainfal�, andlnr leaking pipelin�s.
5.3 Lift S#ati�n -- Befaw-Grad� Mat Fountlation
5_3.1 Spre�d Foundations
A reinfarced concre#e ma#lslab faur�datian may k�e used to sup�ort �#ructural Ivads �or t�e lift
statian. Ivlatlslab fourrdations situated within the naturaf clays and silty c�ays at a dep#� o# 3p feet
in �at'ing TB-12 may �e proporkFoned using an allowable �earing �a�acity af 1,800 pounds per
square foot �psfJ. A moduIus af subgrade reaction (1{] aF 75 pci is appropriate Foe � mat foundafion
situated within t}�e natural clays as discuss�d abawe.
The m�t design should incorpvrate the p�tential far hydrostatic uplift effects af a sMallow water
talale. For purpvses af hydros#atic uplift design, we recommend a ground�water fevel at the
surface. �xcavatian d�aring constru�#ion far the lift station bas� will need t� inaorporate dewatering
to keep the exc�vatiar� free af �xcess water. Tha waker iable shauld �e I�wered ta ��epth af �
feet ��law the proposed excavation.
Mat found�tions propar�ioned f�r �he ahave values shovld ex�erienc� a total settl�ment af 1 inch or
iess, and a differential settlement �f ��� inch or le�s, after construc#ion.
3.� Valrre Vaults and Junctian Elaxes -- Below-Grad� Mat Founda�ions
�.�4, � For�ndafian Desi n Criteria
Reirrfarced canerete matlslab foundation alsa may be used to support structural ioads far the �alve
waulis and junction boxes, IVIatJslab foundations placed at � 5 ta �5 feefi befnw �nished grade within
Repar! Na. 403-2d-3Sfi L�I�J k�iGnVSBRING,JNC.
1$
the stiff sandy silty cfays and silty clays may 4�e d�signed using an allowabie bearing capacity of
�,D�O pourtds per square foot (psfj. A maduius af s�bgrade react3vrt (K� of 1�0 pci is apprapriate
for a mat faundation situated within the siiff natural clays as discussed abave.
Th� mat design sh�uld inc�rpara#e the potentia� far hydrostatic uplif� efFects af a shallaw water
ta61e. Far purp�ses of hydrastaiic uplift desi�n, we recommend a ground-water level at th�
surface. Excavation during canstructian for the lift s#atian �ase will need t� in�flrporate dewatering
to keep #he excavation free af excess water. The water table shauld be iowered to a depth of 2
feet belaw fhe propQsed excavadnn, Th� design af any dewatering plan is the pUrview of the
contractor.
Mat foundatians prapartioned far this vait�e shau�d experience a�ata! settlement and expansiue sail
movement of � inch ar fe�s, and a diffarential settlement af s� inch ar �ess, a�.er canstructi�n,
5.4.2 S raadlMa# FQ�nda#ian Constru�#ron
Depen�ting an the time af y�ar and the general weather conditi�ns, fhe excavatson and placernent
af the ma#lslab faundations may t�e in a saturated sail candi#ion. If #he ��nstr'ta�tion occurs in a we#
oanditian, issues af dewatering of exca�atians, strengthlstability of side �fopes, and �Jisturban�e of
bearing materials b€came impartan#. ❑ue ta the grea# variabiiity af m�ist�fe conditians, the
presens.� af �x�e�s moisture in sails cannat be predicied.
5pread f�undatian canstructior� shauld be manitored by a representati�e of the �eotechnica{
engineer ta o�serve, among a#her things, the fall�wing items:
• ldentificatian of hearing material
• Adequate per�etrat�an of t�� four��a#ion excavation into t�e bearing layer
• Th� base and sides nf the excavatian are �lean �f loase cuttings
•!f seepage is encour�tered, whether it is of sufFcient amount to require the use of
excawatian dewatering met�ads
Precautior�s shnuld �e taken during tk�� placernent ofi reinfiarcing steel and c�ncrete ta prevent
lo�sa, excavated soi! from faliing int� #he excaaa�ion_ Concrete shauld he pla�cf �s soon as
practical after �ompletion af tf�e excavating, cleaning, reinf4rcing steel placement, and o�servation.
Excavatian for a spread fioundati�n should be filled with cancrete before the end of ihe workday, or
Report No.1 �s 2a-ass cMr tEx�nvs�eirrG, Znrc,
98
saaner if required, ta p�e�er�t d�teri�rati�n of the bearing materiaL Pralanged expasurs ar
inundatian �f th� bearir�g s�rf�ce witF� wa#er vw�ill resu}t in changes in strength ar�d compressi�ifity
characteristics. If dalays occ�ur, the excaWation shauld ba deepened �s nec�ssary and cleaned, in
arder ta pro�ride a fresh bearing star#ace. Ef rnore than �4 hours of exposure of the hearing surFace
is arrticipated in the exca�atian, a mud sla� should he used to pratect tne bearing surface�. If a
mud slab is used, the fa�ndatian ex�ava#ioMs shouPd inftialfy be over-ex�avate�! by approximately 4
in�hes and a lean cancrete r�uc! slah of approximately � in�hes in thickness should be placed in
the battam of the exca�atians imm�diately follawing expvsure af th� bearing surFarre �y
exc�v�tion. The mud slab will pratec# the 6ea�ing surFace, mairrtain more uniform maisture in th�
subgrada, facilitate devuatering of excavatians if requi�d, and provide a warking surtaoe for
placement of farmr►vark and reinforcing steel.
The cvnc�ete shou�d be pfaced in a manner that will �r�v�n# i�e concrete from str�king the
reinforcing steel or the sides af the exc�vatian in a manner that would cause segr�gatian af th�
c�ncrete,
5.5 �lectrical �ui�ding, Generator and Dciar Cantrol Pads — Mon�lithic, SIa6�n-Grade
5. 5_ �i Desi, n �r�feria
A stiffened, rnonolithieally placed slab-an-grade faundation, either rebar or post ter�sioned, used at
this site must be da�igned wifh exteriar an�f interior grade bear�r�s #a provide sufficient rigidi#y to
tflferate #he differentiai sail movements. Thes� differential mavemenfs will typically occur �etween
the periphery ar�d interior a# the sfab-on-gr�de system_ �ound�#ion mavemen�s are anticipated ta
accur primarily due ta past �ansf�uctior� heaue of fhe underlying soils but also can occur due ta
shrinkage aF the clays around the perimeter af the s�a�. If is recornmended that aN fill sails b�
properly placed and c�mpacted In accardance wit� this repar� sec#ion and 5ection �,� �riar to
foundatian installatian.
�utside the pad, � pal� barrier capped wlth a minimum 6 inches af select fill is re�omrnende�l. T{�e
poly barrie� sf�auld extenc! a minimum af 5 feet away from the foundafian �dge and shauld slape
dawn slightly t� shed exc�ss moistUre away fram the structure. The use of these methods will nat
eliminate the risk of unacceptabfe movernents.
sla�-on-grad� �onstruction only should be considered if slab mavernent �an be ta��rated. The
�vuner must ful�y understar�� that if the fiaor slab is pf aced on-grade, some moueme�t and resultant
Repart Nn. � 03-20.�66 L�[J Err�r�v�sa�znrc, I�c.
�7
cracking wi�hin tYre floor and ir�terior wall �artitians (if any) may accur. 7his upward slab mavemsr�t
and cracking usually is diffiau�t an� castly to repair, an� may require �antinued rnaintenance
ex��rrse.
The faundation should be designed tay a structural �ngineer iarnili�r with stiffened slabs-on�rade
subject to difFer�ntial ma�ement. f]esign parameters are preEs��ted belaw for PVR and difFerential
swell using the Post�Tensioning Institut�'s �PTIj sla�-on-grads design methadt 3'� Edi#ion.
Design PVR:
Edga M�isfure l�ariation -
#�ppraximate C�nter l.ift;
Appraximate Edge Lift:
'I inan*
7.5 feef*
3.8 fe�t'"
aifferential 5well -
ApproxEmate Cer�ter Lift:
Appraximate Edge Lift:
0.8 inch*
1.2 ir�c�es'�
�Nof�� Design parameters v�iid only ir1 canjunctian with subgrade Qreparaiion instalfed in ac�ardance with
report Sec#ion 5.5.2.
Beams may be �4esigned based on an allawable soil 4�earing press�are �f 3,OD� paunds par square
faot or less within the shallow soils. Th� be�ms shauld extend at lsast �2 inci�es into properiy
campactad and tested fill. The �eam depth �s given in regard #o bearing capaci�y and is nat
intended to be a structt�ral recommendation. A modulus of subgrade reaction [It} of '15� pcl is
appropriate for a monolithic sl�b siivate� an a prepared pad ir�stalled ir� ao�ordance with 5ectian
5.5.�. 5l�� foundatians in a�cordance with these rec�mrnendations will �a�e a minimum fact�r nf
safety af 3 with resp�ct ta a b��ring capacity failure, and sh�uld experience a tataf settl�ment af �I
inch ar less af�er constructian.
!t s4�ould be recognized that a p�st tensione� ar canventianally reinforc.�d slah-an-grade �oundation
system placed at this site wi11 he sUbject ta differential mavements a� indicsted above. If sla�
stitFness is nat suificient t� resist the gr�und mavernents, these ma�ements ca� cause �r'acking af
interi�r shee# rack waUs and ext�rior b�rick walls. The �aVues preseflted a�ave are ap�lica�le anly
w�en sit� maisture r,�nditions are contralled lay the climate alone on a weil-graded site �i.e., no
improper drainage, water I�aks or free water saurcesj. Under tl�ese candi�ians, moisture increases
within the supparting s�ils, a�d the r�sulting �if�erential faund�tion rno�ements are r�uGh �awer
than differentia! movements that can accur due ta post-constructi�p m��ements due tn localized
saturatian caused by free water sources n�ar or �eneath the sf�c�ures
Report r�o. �a�-�a-ssa
ta
Such maUements from
CMJ $NGIlVHPRING, zNc.
these unus�al svur�es can result in great�r diffe�enti�l rn��ements fhan th� slab vuas desigrted #v
tolerate. Soil mc�vemertts, sfgnificantly larger thar� estimated, cvuld occur d�e ta inadequate site
grading, pd�r drair�age, panding 4f rainfall, andlar leaking pipelines_
The perfarrnanc�e af a slah fa�ndafion can be significantfy influenced by landscaping maintenance,
recessed landscaping additiar�s near t�e �tructure, water line leaks, any ather free wat�r sour�:s,
and deep�raoted trees and shru�s. For �xample, should leaks dev�iop in �andergraund wa#er ar
se►�ver [ines or th� gra�ie� araund the s#ructures are changsd and cause ponding of water,
ur�acceptable slab ma�ements coufd deveiop. A greater ris�C of unsatisfactary faundation
performance exist� with a slah-an-grade design than for a drill�d shaft design.
The key to #he success af slab p�rformance includes abtaining the �roper d�sign parameters far
design, designing the slab f�r the r�presentative ma►►errtents anticipated, and constr�ct�an and
post-c�nstructian techniques ta reduce the possibili#y of undue movemenks. Expansive soiis wi�l
neither hea�e nor shrink unless the actual moi�ture oontent of the soil changes. Theref�r�,
rriaEntainfng as canstant a moist�re cont�nt aside and below sfa� foundafions pecomes af
paramount importanr,e to red�ctiart �f soil mav�ments. Praviding exr�ll�nt drainage away fram the
sfiructure, preventing panding wafer aside #he slab, and using relatively �mperm�a�le backfill to
prevent water intrusion Wia utility ]ine bacEcfill enha�ce tkte slab perFormarrce.
A properly engin�ered and construct�d vapar barrier shQuld he pravided beneath slabs-on-grade
which wil! be carpeted ar receive maisture-sensitive coverings or adhesiWes.
5.5.� Sr�b rade Pre arafian -- Grushed �fone P�d
Slatron�grade construc#iQn shouRd aniy �e cansidered if slab rn��ement can be toierated, The
level flf �ccepta�le ma�ement varaes with the user, but rnethods are r�ormaliy selected with the
gaal o� Eimiting skab m��ernents ta a�aut �ne inc� ar less. Reductions in anticipated movements
�an k�e acnieved �y using methods devel�ped in this area to reduoe on�grad� slab mavements.
The more c�mrnonly used rnsthads consist of placing a suita�le GrusY�ed stane beneatf� tha slab.
The use of these methvcls wili nat eliminate the risk of unacceptable mavements.
Repork Nn. 963-20-3fifi CArIJ EuGIrug�uNG, T�lc,
1�
Readers shauld understanti thai� a groun�i-supported mat foundatian ar flaar siab can hea�e
consi�erak�ly if placed on dry, expar�si�e clays. CMJ recammends the instafla#ion af a minimum of
4 feet of crushed stane ffexible has� meeting the requ�rernents of TxDaT ltem 247, Type A, Grade
�[ ar 2 rr�ateria�s to re�uGe potent�al mois#ur�-�nd�ced mav�ments ta an the ard�r of 1 inch. Any
additianal fill required to reach the finaf pad grade shaukd oansist af the same crushed stane
Ylexihle base. 51�bs no# capaiole of ioferating '� inch of difFerential moWemen#s should be
str�cturally suspended. These recomm�ndations sl�ould be reaiawed ance a grading pian has
���n finalized.
G�nsiderat�on shvuld be given t� extending the removal prooess heyond the buil�ing line ta in�lude
e�trances or other areas sensitiwe ta mav�ment. ❑u#side ihe building, a singl� lift of seiect fll� (6 ta
8 inches] is recammanded to minirnize drying during canstru�on.
Sail treatm�nts presented in this section ar� referenced as an �lterr�ati�e t+v th� u� af a
structuralfy suspended slab. The �wner musf fully understar�d that if the flatwork is placed on�
grade, same m�vemer�t and resultant crack�ng within the flatw�rk may aacur. This upward sla�
ma►rement and cracking is usuall� difficul� and castly to repair �nd may require continued
maintenance expense.
in ge�erai, the f�llowing procedure is recammended ta ba perfarmed ta provid� a maisture-
canditianed pad:
1. R�mave sll exis#ing pavements, surtace. vege�ation, tre�s and asso�iatsd roat rrtats, organic
topsail, and any athet� deiet�naus materiaf.
2. Excavate tv a unif�rm elevation a min9m�m af � feet belvw exis#i�g grade. Scari�'ythe exp�sed
subgrade at the base af the excava#�an fa a depth af S inches, adjusi �he moisture, and
compact at a minimum of 2 pero�ntage points abav� optimum mvistvre ta between 93 and 98
pe�-cent Standard Prac#or den�it� (ASTM D 698). 4ver�ompactian should not be allowed.
3, Camplete p�d �ill using cfushed stone flexihle �ase meeting th� requirements of TxDaT It�m
�47, Typ$ A, Grade 1 or 2 ma#erials. T�e flex9ble base shaufd �e compacted in maxirnum 9-
inch loose lifts at minus 2 ta plus � percentage paints af the aail's optimurn rnaisture cantent at
a mit�imt�m a� 9� percent o� Standard Proctor density �ASTM D�98}. Field density t�sts should
be tak�n as each lift af fili rnat�rial is placed. �ach iift should be catr�pactad, te5ted and
appravad h�fare another lif� is added.
The earEhwork operations shauld be ohserved and tested on a continuous basis by an experienced
gea#echnician working in can�un�tian with #he praject g�ate�hrtical engineer.
Report No. 9 �3 34•36B
CMf ��1cnu��tnrr,, Inrc.
�0
5.fi Piping Cannectians — Li�t Statian Area
❑ifFererttial rnavemer�fi� of piping sys#ems entering the s�ructures as a result of maisture-induced
volume ehanges can oocur. The me�smerrt patential is estimated ta he on the arder af '1 in�h ar
�ess far harizon�al pipe runs placed at ar helow 4 feet below exis#ing grad� �in the a�'ea af Boring
TB-�2 onfy}. Harizantal pipe runs r�earer ta the surface (1- to ��foat �3epths� cauld experience
p�tential movernents an #he arder af � inches or mare. The piping should be de�igned #�a
accammadate the patential moisture�induc�d mv�ements. F�r tlexible [�annectians, the preferred
methad af canne�tion wvuld he td connect the piping and to prauide connectians to aacommadate
difFerential upward movements. The piping c�u1d be sleeWed ta pro�ide a suital�le clear space
be�e�#h th� piping ta prevent abrupf difFerenfial pipe mv�ements at the conne��ions.
fi.� �ELQW GRAdE iNALL REGOMME{VI3AT'l4NS
G.1 Lateraf Earth Press�r�
fi.'� _1 GeneraJ
Th� �elow-g�'ade walls rnus# he designed f�r lateral pressures inciuding, �ut not ner.essarily iimited
to, earth, water, surcharge, swelling, and vib�-ation. in addition, t�e lateral press�res will he
influenced 6y wh�ther the backfill is drained ar undrained, and abo�e or helaw the ground-water�
tab[e.
�.'I .2 E ui�•alent I�iuid Pressures
Lateral earth pressures an retaining walls will depend ❑n a variety of facfars, in�luding fhe type af
soils behind the w�ll, the canditian of th�� �Qiis, and the drainage conditions behind the w�ll.
Recammended lateral e�rki� prassures expressed as equiwalant fluid pressures, per foot of wall
heigh#, are presar�fed in Table 8.1,2-1 for a wall wifh a IeWel �ackfill k�eh�in�i the top of the wal�, The
equivalent fl�id pressure for an undrained canditian should be used if a drafnage syst�m is n�t
present ta remove water trapped in the hackfilE and behind the walL Pressures are provi�ed f�r a#-
rest and ac#iwe earth pressure oonditiar�s. �n order ta allaw for an ac#iv� c,onditian t�e top af the
►rt�all(s� must deflect an the arder af a.� perc�nt. Rigid walls are no# anficipa�e� to devela� enough
moverr►ent ta mobiltze active �arth pressures.
Far th� sele�t fli or free draining granular backfill, thes� �alues ass€rme that a"fulP' varedge of the
material is presen# hehincf the wall
Fka�avrt No. 103,2n�fiB
The wedge is defined where the vrrail �ackfil� limits extend
CM] ��r�;i�vE�xnv�, Yn�c
2i
autward at least 2 feet f�orn th� �ase af the wall and #hen upwa�d on a 1 H:2V slope_ For narrawer
backf{Il widths vf granular or sel�c# fill s�i1s, the equiaalant fl�aid pressures far the on^51td S�IIS
shauld be used.
TABLE 6.'1.2-'� -- Equir�al�nt Fluld Pr�ssures
At-Rest Equivalent Act4ve �quivalent
Backfill M�#a�ial F��id Pressure �pcf} �luid Pressur� �pcf}
Drain�d Undrained Dralned Llndrained
Excavate�i an-site clay or clay �iA 1�Q .�.�� $� 1��
material
Selectfill, flowablefi4l, flexible
hase, ar on-site sails mee#ing G5 9a 5� ��
rnateria] s �cifications
Frea drai�ing granular back�il{ �a gd 3� g�
material or c��ashed stana
Flawahta fi11 could be uti�ized as backfiy�. ll�an initial placement, flowable fili i� most comparable tq
a seiec# fill in terms af at-rest earth pr�ssures anly. Thus the equiWa4ent fluid pressures provided in
Table 6.'I .2-1 for select fill k�ackfill f�r the at-rest condition sho�ld be utiliz.ed. After the flawable fs�l
has set ar�d hardsned, latera� e�r�h �r�ssures are grea#ly reducsd, ta on #he nrder af �or less than}
the param�ters giv�n for fres drainir�g granular backfil! for either ac�i�e ar at-rest candttians_
6,1.3 Addi�iona! Lateraf Pressures
The Io�atian and rnagnitude �f permanent surchargs I�ads �if present} sf�oul� be defermine�, and
the additional pressure gerier�t�d hy these Inads such as tha weight of �anstruction equipm�nt
and v�hicular loads that ar� used at lhe time the structures are being built must alsa he cansidered
in th� design. The efFect af this ar any vther surcharge laading may be ac�ounte� for hy adding an
additional unif�rm load ta the full depth of the side walls equivalent ta ane-half of the exp�cted
�ertical surcharge intensity far select backfill materials, ar equal ta the full Wertical surcharge
fntensity for clay �ackfill. Ti�e equivalent f�uid pressures, gi►�en here, do nok in�lude a safety fa�tar.
Analysis af surcharge loads (if any] $hauld he performed on a case-by�case basis. This is nat
included in fhe scope of this sfudy. These services can be pr��ided as addifianal services �s�on
request.
Raport Mo. 1�3�0�386
cnxJ Fn2c�rrB�w�, IHc.
22
�.2 Wal! BackfYll Material Requirernen#$
Free �rainin Granular Ba�kfill: All free draining granular walf backfill material should be a crushed
stane, sandfgr-ave! rnixtur�, or sandlcrushed stone mixture. The material should have less #han 3
perGent passing the Na. 20a sie�e and less t�an 3� percent passin� the 1Vo. 4� sieve. The minus
Na. �}0 sie�►e rnaterial sF�auld be non-plastic. Granular wall backfi�l should not be wat�r je#ted
dUring insfallation.
Select Fill; All wail sele�t b�cl�ill should cflnsist of clayey sand andlar sandy clay material wifh a
plas#icity index of 16 or less, wif� a liquid lirnit not exceeding 35. The sefeci fili should �e plac�d in
maximum 8-in�h lifts and compa�ted to between 95 and '100 percent of Standard Practor densify
�ASTM ❑ 698} within a moisture range of plus ta minus 3 pementage paints af #he optimum
moist�re. Compacii�n within five fee# af the wa�ls shauld pe accamplished using hand carnpactiQn
eguipment and sho�ld be compacted between 90 and 95 percent af the 5tandard Proctor densify.
Flowa�le Bacl�€ill. I#em 40�, T�xas Departrn�nt af Transpartatian 5tandard Specificatians far
�onstructia� ant� Maintenance af Highways, 5treets, and �ridges, 2fl14 Editian.
qn-Site 5ail Backfill: For wall bac4cfi11 areas with si#e-excar�ated materials or sirzzilar imported
materiais, afl aversized fragments larger than four in�hes in maximum dimensian shauld b�
remaaed frorn the backfifl ma�eri�ls prior tv plaGement. The backfill shauld be free af all arganic
and deleterious materials, and shauld be placed in maximum 8-inch compa�Eed lifts at a minimum
of 95 perc�nt vf 5tandard Pro�tar density �ASTM ❑ 698j within a maist�re range af pfus ta minus
� perr�ntage points of aptimum rrtaisture. Compaction witY�in fNe feet af t�a walls should b�
accomp�ished using hand c�mpaction equipment, and should �e between 90 and 9� p�rceni af the
5tandard Pracfiar Density.
Crushe� Stone Ra�kfill: Meeting quafity and gradation requiTements o# ASTM 0 448: No. �4fiT, 57,
E7, or similar gradatian.
Flexible Base BacktilE: Crushed 5tone Flexible Base — ItBm 247, Type A, Grades 1 ar 2, Texas
❑epartinent of Transpartafivn Standarc! 5pecifications far Constru�tion of Main#enance of
Highways, Streets, and Bridges, 201d Edition.
Repart Na.1 �3 2���8 CMMJ� Err�rnl�n+�c. Wc.
23
�,3 Bel�w�rade Orainage Requlrements
In nrder tv achieve the "draine�iH �onditinn far latarai earth }�ressure for low-permeahility walls and
below-grade structures, �Goncrete, masanry, �tc.), a �ertical drainage hlanket ar g�acomposite
drainage mernber rnust [ae installed �dja�ent to the uvs[Ilstruct�tre on the k3ackFil side. The
drainaga must be �annected ta an autlet drain at the �ase �f #he wall, or to a sumplp�mp system.
Drains shoufd be properly'�ltered t❑ minimize the potential for erosion fhrougn these drains, andlor
the �lugging af drain lin�s. ❑esign �r specific rec�mmendati�ns for drainage rnembers is beyand
the scope far thi� stu�y. These services can be provid�d as an additional ser►rice upan request,
6.3. � Suayancv �ffecfs
Buayant eflF�:cfs must be cansidered. llnless a permanent d�ainage system is pro�id�d, the belaw-
grade stru�tures shou�d ba design�d ta withstar�d fui! hydrvstatic pressure below the gr�un�-water
ta�le, We recommend a water table at the surFace he assurned for these calculatians. For
buoyancy calcu�atians, the �nit wesght a# subrnergad soils can be assum�d �s 65 pcf.
7.0 FART�iUU�RK
7.1 Site Pre�aratior� 8► Field Testing
The subgrade should be firm and a�le ta suppart the constructian equipmenf without displacement.
Soft or yieiding subgrad� should he corrected and made stable tae�fQre construction praceeds. Th�
subgrade should be �aroof rolled #a detect saft spots, wY�ic� if exis�, should �a excauated to provide
a firm and otherwise suitahle sulagrade. Proaf rolling shauld k�e perFarmed using a heavy
pneurr°iatic tired rall�rr laaded dump trucli, Qr similar piec� af equiprnent. The proof rofling
aperatiar�s should be observed by the praject geotechnical engineer ar hisfher rep�esent�tive.
P�lor ta fll piacament, #he sub�rade �hould be scarified ta a minimum depth of fi inches, its
rnaistur� content adjusted, and recornpacted to the ma�sture and de�sity recommended fQr ��I.
Fill rnaterials should be uniform with r�5pect #o material kype and moisture content. Clods and
chunks of mat�rial shauld �e �roken down and the fill materiai mixed by disking, blading, or
plowing, as necessary, so that a mater�al of unif�rm moisture a�d density is obtained f�r each lift,
Water required for sprirrk�ing to brin� the fill material ta the proper maisture r�ontent should be
applieci evenly through each layer.
Repart r�a 1 a3-2n�Be CM] E�ucrra�eaz�uv�, J.rrc.
24
5oif fiil ma#erial shauld k�e caompacted to a rr�inimum density af 95 percent of maximurn dry density
as d�termined by ASTM d 898, Standard Pro�tar. Graded stane shvuld be campacted fa a
minimum af �� percent relati�re d�nsity per ASTM CJ 4253 and D 425�. In canjunct�an with the
cam�acting operation, the �ill ma#erial s�ould �e brought to th� proper moistur� cantent. The
maistur� content for general earth fill �hc�uld range �ram ,� percent�ge points belaw optim�m to 5
p�t�centage paints abo�e optimum �-2 to f5j. These ranges of mo�s#W�-e c�ntents are given as
maxirnu�n recamrnended ranges. For same s�als and under s�me can�itiorts, the cantractar may
have #o maintain a m�re narrovw range Qf maisture content (withir� the recommen�ed rangej in
arder ta consis�ently ac�ieve tf�a recommended density.
Fiefd densi#y tests should �e taker� as each ii�t of fill rnaterial is plaGad. As a guide, ❑ne �'ield
density test p�r lift far ea�h �,�a0 sq�ara feet af compacted area is recomrnended. For small
a�'eas ar critieal areas �he freguency of testing may need to be increased #a one test per �,5Q0
sc�uar� fee#. A minimurn af 2 fe�ts per lif� sF�ould be required. The earthwaric aperatians should �e
observ�d and test�d or� a cantinuing basis by an experienc:ed geotechnician warking in conjunctian
with the project geotechni�al engineer.
Each 3ift should 6e cornpacted, tested, and appra��d before anather lift is added. The purpose of
the �ield densi#y tests is ta pmvide sorne indicatian that urrif�rrn and a�e�uate campactian is being
ohtained. The act�al quality af the filf, as cornpact$d, shouid be the resp�nsibility a� the cQntractar
and satisfactvey results from the tests should r�ot be considered as a guaran#�e af the quality of fhe
cvn#ractar's filling aperatians.
T,2 Exca►►atian
Tne side slvpes af excavations thrbugh the overburden saiis should be m��e in such a manner to
prnvide far iheir stahility during construction. �xisting �tru�Eures, �ipelines or ather facil`rfSes, which
are canstructed pri�r to ar during the curren�ly praposed constructian and which require
excavati�n, should Eae pratected from loss a� end bearing or lateral support.
Temparary constructian slopes andlor permanent embankment slopes shauld �e �aratec#ed from
surface runoff water. 5it� grading should be designad to allaw drainage at planned areas where
erosi�n prat�ction is provided, instead �f allawing surface wat�ar to flr�w do�nr� unprotecied slopes.
Raport �fa. 9 d3-20-36� CMJ EttiiG]N�R71HG, XhIC
25
Trench safety recommendatians are beyand the soope of this reQ�rt. The cantrac�ar must comply
with �II applicable safety regulations concarning trgn�h safety and exca�atians including, but nat
lirnited t�, 45HA regulations_
7.3 5aEf Corrosinn Patential
Speci�ic testing far sai! cn�rosion potential wa� not in�luded in �he scap+a of fhis study. However,
based up�n past experienc�e on other pr�jects in the vicir�ity, the soils at this site may be cvrrosive.
St�ndard constr�ction prac#ices for protecti�g metal ar concrete pipe and similar facilities in �anta�t
vv�th these soils should �e used.
'�.� Erosivn and Sediment Cnntro[
A�! distur�ed areas should be pratected frarn e��sion and sedimenfatian during constr��#inn, and
alf permanent slapes and other areas sut�ject to erasion Qr �ed'+mentation shoulci be pr�vided with
permaner�t erosi�n and sediment control facifiti�s, ASI app�icalale ordinances and aodes regarding
erosion and sediment control shoukd �a faflawEd.
8.0 GOPISTRU�TI�N �BSERVATf�N5
In any geote�hnical investigation, the deslgn reoammendakions are based an a limited arnount of
infiormation about #h� subsurFace c�nditivns. ln tre analysis, the geot��hnical engineer must
assume the subsurface condifi�ns are $imilar to the conditions en�ountered in the faarings.
Hawed�r, quite oft�n during cor�structian anama[ies in �he subsurface canditions are revealed.
Therefare, st is recammended that CMJ Engineerirtg, Inc. }�e re�ained to abserve earthwork and
f�undation ir�stallation and p�rtorm materials evaluatian during the cans#ruction pt�ase of the
project, This ena�les the geotechnical engineer to s#ay ab�eas'� of the project and t� 6e readily
available ta ev�luate unantici�xated con�itians, to conduct additianal tests if required and, when
necessary, ta recommend al#ernative soluti�ris to unanticipated �onditians. Untii tY�ese
canstruction phase senrices are p�rFarmed by �he projeci geotec4�nical engineer, the
r�oammendatians c�ntain�d in this repQrt an such items as final foundativn bearing eleva#i�ns,
prop�r soil moisture oanditian, an� ather su�h subsurfar�e related recomrnendations shauld be
considered as prelimirlary-
It is prapnsed that car�struction pi�ase observation and m�terials t�sting comme�ce by the pro}ec#
geotechnical �ngineer a# the outs�i af t�e p�'oject. Ex�erience has shown that the most suitable
Repnrt MQ. 'IQ3•20-36fi C�1�if E�+TGIN�[tING. XniC.
i6
method far procuring these services is far the awn�r Qr the awner's cl�sign engineers to c�ntract
dir�ctly with #he project geatechr�ical engineer. This results in a clear, direct line of c�mmunira#ian
between the owner and the owner's design �n�ineers and the geQtechnical engineer.
9.0 REPDRT GL.�SLlRE
Ths lacatians and e�evations af th� borings shoufd be cansidered accurate anly fo fhe degree
implied hy the methads used in their determination. The bvring logs shown in this report �ontain
info�°mati�n related to the types af soil encounter�d at specifc lacatians and times and show lines
delineafing the interface betvueen these matsrials. The logs also cantain vur f�eld representa�i�e's
inferpretation of canditians that are beiie�ed ta exis# in thase depth intervals between the actual
sarnples takert. Therefore, t�ese b�ring �ogs contaln bflt� factual and interpre#ive information.
La�oratary s�il ciassificatEan tests were also performed �n sarnples from selected depths ir� the
�orings. The r�sults of thes� t�sts, �l�ng with visual-manual pracedures were used to genarally
classify eac� stra#um, Ther�fore, i� �hauld 6e understoar� that th� classi�catian da#a on ihe IQgs of
barings represent �isual estimates af ciassfficatiar�s for thDsa portions of each stratum an which the
full range at labaratary soil classifcation tesfs were nat perF�rmed. It is not ir�pfi�d that these lags
are represerrtative af s��surtace canditions at ather lacations and times.
Vl�ith regard ta ground-water conditi�ns, #his rep�rt �aresents data on gr�un�-water le�els as thay
were o�served during the course vf th� field work, In �articular, water le�ef readings have been
rnad� in the laorPngs at the times and under candi#ion� sta#ed in the te�t of the re�art and on th�
baring l�gs. !t sh��tld be nated that fluctuations in the feve! ❑f #�� graund-wa�er t�ble can accur
with passage af time due ta �raria#ior�s i� rainfall, tempsrature and ather factars. Als�, this repart
does nat include quan�itative informatian an rates o� flaw of ground w�ter into excavatians, on
pumping capacities necessary #o dewater the exca�ations, or �n methods af dewatering
�x�a�atians. Unanticipated sail canditions at a constructian sife are cornmonly encountered and
cannat }�e fully predicted by mere soil sampfes, test borings or tesi pits. Such unexpected
cvnditinns fr�qu�ntiy require #hat additi�na! expendit�ares be made �y the awner to attain a praperly
designed and canstructed praject, Therefare, provision fior some corrtingertcy f�and is
recamment�ed tv �cr.amma�ate su�h p�tential extra cos#.
The anafyses, c�n�lusi�ns and recommendafions cflntatned in this repari �re based on site
coriditivns as they existed at t�e tirne af our �eld investigation and further ❑n the assum�tian that
Raport No. 903���66
CMj ENGINSB�fTNG,Ih1C�
27
the exptoratdry borings ar� represenfative of ti�e subsurface conditions thraughout the site; that is,
the subsurFa� canditi�ns e�erywhere are nat signifi�antly diff�rent fr�m those dis�lased by the
borings at th� time they were campleted. lf, during cons#ruction, different subsurFace canditians
fr�m those encaunterad in vur l�orings are abserved, ar appear ta be present in excava�ions, we
must be advised promptly sa tha# we can review th�se conditions and recansider �ur
recarnmendatians wher$ necessary. If there is a suk�stantial I�p�e vf t+me batween su�r�ission of
this repart and the star� af the wnrk at #he sita, if conditions have r.�anged due either to natural
causes or to c�ns#ructian operations at ar adjacent #o fhe site, �r if structure lacation�, structural
loads or finish grades are char�g�d, we urge that we be pramptly informed and re#ained ta revi�w
❑ur rep�rt to de#ermine the applicability �f the cor�ckusians and recommendatiar�s, considerir�g the
�hange� canditi�ns andlar time lapse.
Further, it is urg�d that CMJ Engineering, ]nc. be re#ained to review thase portians of the plans and
sp�cificatians far this particular prajec� #hat p�rt�in ta earthwark anr� faundations as a rneans to
determine whether the plans and spe�i�ications ara consistent with ths re�ornt�'�endations
cantained in this report. In ad�itior�„ we are availabte tc� abserve construction, particular�y the
compactian af structural fii�, or backfill anci the construction of f��andations as recomrnended in the
repart, �nd such vther fiald flbservatians as mi�ht be nec�ssary.
�"he s�ap� af aur servioes did not inclu�e any environmental assessment or ir�vestigation for the
presenoe or absence af wetlands or hazardous or tQxic materials in the saif, surFace wat�r, ground
water ar air, on a� �elow ar araund the s�te_
This report has be�n pl'epared far use in developing an awerall design cvncept. Paragt'aphs,
statements, fest results, boring lags, diagrams, etc. sh�uld not be talcen out of c�ntext, nar utiliaed
withaut a knpwiedge and awareness af their intent within the overa�l cancept of this regort. Th�
r�pro�uctivn af this rep�rt, ar any part there�f, supplEed to parsons other �an the ovwner, should
indieate that fhis study was made for d�sigr� purpases �nly and that verifcation of the subsurface
c4nditians fnr purpases of deterrnining difficuity of excavatian, trafficability, etc. ar� respansibilities
of the cantractar.
This repart �tas heen prepar�d far the ex�lusive r�se a# Kimley-Horn and Asso�i�tes, Inc. far
specifi� a�pii�ation �o design o� #his project. The ❑nly warranty made b}� us in conne�#ion with the
services prauided is that w� ha�►� used that degrae af care and skiR ordinaniiy exercised under
Report Na. ia3-2�-36� e� �rG����,rr�, r�vc.
28
similar canditians by re�autak�ls members of aur prof�ssian pracficing fn the same ar similar Iocality.
Na ather warranty, expressec! ar implied, is made or intended.
* * ,� ,�
Repart Ho. 1�3•20356
CMJ' �NGIIV�ExIivG, INC.
29
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Majqr �i�+isians sym: Typl�al Names Lat�nratory ClassificaUnn Criteria
� �, Wel!-graded gravels� 9raW�l- � a
� �� GW sand mixtures, liitle or no � c-�87-_ ta3°�
y� cn �reater than �l: ��. — hetween 1 and 3
.�? � a fi�es 'Q �� �,u °ia x ago
� �� � p�� �
� � �
� � .y � v Peorly graded gravels., gr'�vel � � �
� n, U� GP Sand mixtur�s, little or ho �+ r� �� �fot rneeting aIM gradatian requiremer�ts for �W
�� � .� � fines � a � �
� t� v
. � ��
o�'�- o � - � g'� Li uid �r�d Plasti� limits
� a � � ° GM ���� g��W�ls, grauel-sand-silt � L? �? �� � „ „ . Liquid and plast�c limits
=� �� below A Jine or P.I.
� �� ��� mixtures ��, gneater thart 4 p�fltting in haiahed zone
� � 3.Q � �� � hefwee� �4 and 7 are
N �V p • �
�� ?� Liquid ar�d PlastRc lftnits b��erlins cases
'� � o �� �� Gl�yey grauais, gra�el-sand- '�+ „„, requiring use of dual
n- c! a m i x t u r e s � �� ahove A line wifh P.I.
d
�� � [� d Y � z L greater than 7 syr� bo is
� — cn e �
�� � �� i�
� � � �, � S� Well-graded sands, gravelly � � '• � n_� (0,0)2
m'� E �� sa1'1ds, littl� or �o fines }� r��a� �l�eaYer than B: C� -- bet�veen 1 and 3
C] � w w � � c �c �ia � �ae
GS fl � �
t p i i
� ;� � a� � poorly �raded sands; � �
� �� �� 5P gravelly sands, [lttle or no �� �� � Net rneeting all gradatian requirements for SVl!
� y � fit�es � ,� � � �
� c � ��0 � p '� � c.i
r.� su � �t G N e, � r' �
���, d e as�g �� Ll�ui� and Plastic Ilmlts
a Q � � � Silty sands, sand�silt � � � � „ „
� �� �� �� m���� ��;� N�� Belaw A lina or P.I. less �,iquid and plasti� limits
s� � w� ��;� Q a than 4 plotting between 4 and �
� � � � � � � � � `�' ar� f�orderline casBs
�'� � �' � Liquid and Plastic limfts requiring use of dual
�' � w Cfayey sands, sand-clay ro�
� � R 5C ��+� adoue '�p�� line with PJ_ SYmbols
� � mixfures � � �� greaterthan i
❑ A c�
Inorganic s�lts anci very #ine
a p�L ��ds, radc flaur, silEy or
+n claye3+fine sands, or clayey
a� s}lts with sligh# plasticity
� U�, Inorganic alays af I�w ta ��
�N � � �� medium plasticity, gravelly
o �� cl�ys, sandy c[ays, silty �
t" �= clays, and laan clays
D '(p a
Z �. CH
� v �� �rgsnic sifts and vrganic silty
y L r,lays af low plasti�ity x
Q � '�
�ll � C
'� E �so
c� a Inorganic silts, micaceQus or :�
��'� G MH diafnmaceaus fine sar�dy or � �H a d ri,qH
� •� � silty sofls, clastic s�lts �P
� � �
ii '� � �
E U "--'
d �� �H Inorganic clays of high CL
� �6 � plasticity, faf clays 1
� � E
� � -� 4 M�a daL
� � ❑rgan�c ciays of inediurn ta �
o � �H a �n �o �a �a 50 �a �o so so �oa
� hlgh plasticity, drganir, silts
�
�iquid Limit
� m o �t Peat and afher highly ar�ganic Piastici#y Chart
� N so�ls
Q
LINIFI�D SO1L C�AS&IFICATIQN SYSTEM ' p�pTE �►,2
�vi� aR �oex -r�rP�s
--
m� GRAVEL L�AN CLAY I.lMEST�N�
� 4
� a � R
:: SArvo � � . SAN�Y !, SHRLE
w M �
�� ■
SiLT S1L.T( , SAHI]STONE
CLAYEY HlGHLY -!-; ;; :5���,LaMEf�AT� She14p Au��, 5piit Rack Cane N❑
PLA57iC Cf_H .` Tube S�oan Care Pen Fteco�+ery
�-l.
TERMS dESCRIBfMG CONSIST�N�Ir', ��NDI71C)N, ANQ STRUGTURE OF 501L
�If1E �'afaICIBC� sDl�5 �More than Sd96 Passing �lo. 20a 5levvaj
peseripti�e l#em Pen�trometer Raa�ing, �tsfj
Soft �.fl to 1,0
�Irm 1.� to 1,5
StifF 'l•5 ta 3.0
V�y Stiff 3.0 ta �4.5
Hat'd 4.5+
[r`(]�I'$� {�'ir�, {iIQC� �pI�S (h,lor8th�n 5oy� ReEainr�i nn Na. 200 Sievej
Penetratian Rasistan�a a�scriptl�re Itsm Relaih►e density
{blowsffaot}
� to 4 Vary Laose � ta 2�°�0
� 40 1� Laase 2D to d0°Ja
1 a ta 30 Medium Derise 40 to 70°10
�0 t� �J� d�C15� 7� td �O°Io
�ver 50 Very oense 9� ta �OQ°Io
Soil 5#ru�fure
Cal�areaus �ontains appreciable deposits of CalclUFn carbonat�; generally nodul�r
511ckens3ded Having inciined planes of waakness that are sllck and glossy in appearance
Laminated Cflmpased af thln layers ofvarying color artexture
Fissured Cantaining cracks, sometimes filled wit�► fine sand vr silt
lnterbedded G�mposed a€ alternate layers of dlfferent sail types, usually in approximately equal prapartians
TERMS D�SCRlBING F'MY5IGAL PRgPERTIES ❑F �OCK
Hardness and �egree af Cementation
Very 5aft ar Plastic Can be remnlded in hand; r.orr�pands in consistency u� #o very stifF in seils
Sofk Gan ba sedatched with fmgemail
Mvderately Nard Can be scratched easily with knife; cann�t he scratched with fingernall
Har�d Difflc�ult to scratch with knife
Very Hard �annot he scrafc�ed wlth kniFe
I'oor9y Cemented �r Friahle �asily crumhled
���t�� Baund together by chemica�ly pr-ecipitated material; Q�artz, calcite, dalornite, siderite, and iron
axide ar� �ammon oementing materials.
Degree of Weat�ering
Unweathered Rack in Ets natural state befvre h�ing expased to atmaspheric agents
Slightly Weather'�d Nated predaminantiy by colar ohange v,rith na dis�tYtegrated zanes
Weathered Cflmpl�te calar change wlth zones of slightly decompased rock
Extremely Weathere� Complete color change with consist�ncy, texture, and gea�eral appearanee approac�ing soil
KEY TO CiASSfF1CATI�N AND S�'MBOi.S PLATE A.3
Prolect Na. Boring I�a. Project Clear Fark Lift Station and �orce Main ��r �'cuv�c nvc.
'103 2��6G Yg-'� City �# �ort Vlforth, 7exas
Lacation Weter Obserriatians
S� Plate ►4�.1 5��p�ag� aE '15' during arilling; wet rotar� drilling t�alaw 15`
Campletian �om�letion
❑epth ,��d.0� Date �„3,�_�
SurFace Ele�ration Type
GNf� 75, w1 HSA
LL �j p
0 0
�j � � � � C LL
CL. Y. C9 ■ Q � � o '� � � �
� � � 5tratum DesGriptian � � �� a � � - � "- � � �
5-
ILTY CLAY, dark hrawn, brawn, and light Fsrawn,
wl llmestone fragrnsrYt�, gl'avel, and �a�careous
nodules, hard {FlLL}
ANbY CLAY, liqht brawn and lighf gray, wl
lirnestor�e fragments and gravel, hard
4NU, tan and brown, medium dense
LTY �LAY, riark brativn, wl Ilrnestpne fl�gm�l�rts
�and g►arrel, very stif�
L7Y CLAY, krroivn, wl calcareous depasits, �
calcareaus noduhas, and gravel, hard
LTY CLAY, light brown, w! grave�, calcareous
nadulcs, and calcarerxsus depnsits, st14Y
u+IaY S{LZ'Y CUIYI SANI?Y CLAYEY 51L7, lig#�1
brown and reddfsh k�raurn, wl iran stains and
ironstnne nodules, (i{m
t7 ❑ ��� r7r � �� �}: �x �� �� � ac
Lli O' mU? W,.. a� � E �a 'S � $ E�
a t� p0�� a!n �� 4� 0.� �U �� �Ud
+�5+ • � --
4.5+ 6
4.5+ 3fi 1 F ,�D B
4_5+ R
���o
1.5
i3 I 43 I 95
.0
�
�
Y y
�F
f y
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�
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r �
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SANU AND fiRqVEI., tan, loose to rri�dium d�t��e
-de.n5e �eloW 4A'
LIMEST�hIE. graY, wl o�c
moder�tely hsrd ta Y�ard
92 78
97 77
1720
23 I 167 I 1650
�J
9
1
m
�
a
8 �o� o� goRiN� n�o. T8-'� ConPln�ed N�xt Page Pl..ATE A.�a
r.� .��...-----..._........._.�
Praject Na. Borinq No. Projact Cle�r F'oric Lift Statlan anC! Force Matn �� ����'��c uec.
10�-�a-3�6 TB-� C' of �ort War�h, Texas
Locatlon Water Observatfons
See Plate A.9 S�epage at 20' dur�ng drffling; we# rotary dr➢Il�ng �aelaw 30'
Compietian Gamplelion
[��'tn 7 U[1.�. aat� 9-9 �-�Q
Surface Elevation Type
CM�-7a, w! H5A
� � � �
� A � � N c LL
� � � lYi � �� � � �� °1 OGO
a � � 5trafum Descripti�n .
� � 9� �' 1 3; � c Z' a�� Tn
C] ❑ � � LL- ' a7 •'? ' � += U � m ❑ � � aa
c rn 7 7'y y'- �y axF ra C � °�C �
ii� i� m� 1- d V] � W� [n -o D n � p c O❑
�� �� 0� C �U �J �L]�
ASPIiALF, 2 inches thick
_ C4�CRETE, � Indies Ehiak A_5} 3
, SILTY C�.AY, brown, wl asphali ftagments, 3•25 13
limestane fragrnents, �raSrel, and c�lcareaus d.5+ 35 id 29 17
�odules, very stEff ta hard �FILLI �.0 ��
-� - w! dark brawn abave 2' $ �7
' � w! fronstone nadu�es tsalow 4'
' CL}LYEY SP►�Fb 1 SAN� tan, loose 3�� � 18
• Sd�Y CLAY 1 S[LTY SANOY CLqY, tedd isf� ��� 3� ,� � �2 ��
- hrov�m and {�rp4,vr�, �,�1 iro�stone noduies and iron � � hg � p7 3830
-1 stains, �ery stiff
. s�A1+IbY51L �W SAAIbY CLA SIL7 �.5 2a 113 1994
� bCawn ta [ight brawn, wl grav$1, irr�n stains, and -"
lrnnsRorfs nadufes, stifP
. 1,i5 20 '111 255�
-wl cal�arepus nadules and d�pasits bela�n� �3'
3.0
i
-�vl Encreased �rayel contant, saft qelow 34'
291 17
�81 �12
�o I 3fl I 9 4 I 9& I 22
a- _
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�
rnedlum
:, 9«+Y.
y nar�
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tar�, wl sandy clay seams,
e
75 � 53
LOG OF S�RING I�D. TB�� Gontinued NextPage
3Q I 21
B
6 142 2847E
PLATE ►4,5a
project Na_ Boring Na.
'�U�20�3Bfi TB��
Lacation �
See Plate A1
Cam{lleti�n Cr�m�letion
pepkh ,���.�" E]at� �„1�-z4
SurFaca �levafian
� o
� �
�
m �
❑ `�
��� e�vc,�rr��cuvc.
Pmjer,t Clear Fark L1R 5tafion and Fc�r�ce Main
City �€ FarE Worth, T'�acas
WaterObservatlans
Seepage at ��" dur1r�g drilling; we# ro#ary drilling belavu 3�'
Type
CME-'i5, wl HSA
Stratum Description
tiMESTflNE. gray, wl acoaslonal shale layers,
moderately hatd (cwrifn�J
o .
a LL
� �y c
�� � � �� � ��
a e y� � � �o �� � �� �� � a
q U n'�
� � N
W [J a�i� m� ¢�E � E mv� 'v a G� � o 0
� �C C�0.� arn �'� a a d5 �L) �� �i]�
95 I 85
1ad I E]3
95 I 95
1�0 1 'fQQ
940 I 841
98 V 93
10C1 I 95
9$ I 97
�
�
�
d
�
z
�u'
0
m
w
a LOG flF BORING N0. TB-�
J
PLATE A.5b
gNGIlVEERR�TG INC.
P�ajeei IV�. Bpring Na. Project Clear Fark Lifk �tatinn and Fnr�e IWain r
�ns-�n.3�s TB-3 c� or �o� wo�c�, rex�
l.ocatior� Water Observatlons ^
See plate A.�I See�aage aE 22' during dr�lling; vve� ratary drilfing below 2a'
Compietian Complction
Depth 1�[i.Il, �ate $-73-�D
Sulface Elevation Typa
CME-75, w! HSA
w o � _.
� �
� ,�, s
� �' � �tratum �es��ription
SANOY CLAY, daric �rawn, wl �alcareaus nodules,
gravel, and fimestone {ragrnersts, hard {�ILL}
SILTY SANDY CLAY, dark b�rawn, w! calcareaus
llOdLd�S, h81'�
, � -gradss brawn be1Dw 4'
, -w� celcaraous deposits, 5' tn 7'
-wI iron stains and franstone nodufes, stiff to �ery stiff
helaw 9'
ANDY SILiY CLqY 1 SANQY CLAY�Y S1LT, Iic�hF
redd4sh brawn and �ray, wl iron staPns, ironstano
nodulcs, and silt seams, firm ta stifF
� g � �-
�a � � a o
� Y d � � y�
a- e �� C� o tj a -r,7 � C �' � �� W
U 4 ��� � } � - +.. x �� ❑U a�
w C� o.�� �,� �� ��� ma o� '�� $� a
� t� mdH n.sn :�� a� a� �c� �� �[�a
4.5+ 64 38 44 2.4 9
4.5+ '12
�-5+ 13
4.5+ i2
4_5+ 17
9.5
t.a
�n+l gravel, saTt 6efaw 2a'
az
73 � 34 I'i� I 20 I 23
S1LTY CLAY, tan and gray, w1 Calcareous di
and yravel, wary stEfF
11NEST4N� tan, w1 cfay saams and layers
_a� 9�Y�
very hard
P.
C7
m
�
R
�
� _ 5H_ALE, grey, wl pflcasfonal limestane
� -- -
� --
�
LL
�
� L�G OF B�R�NG NCI. TB-�
20 I fl
9� I 78
� Op I 77
97 I 97
�ontin�aed Next F'age
4,D
a
15i0� 671210
PLATF �,Ga
_ _ _ ��EIdC:Flr'P.El�1Ni:IVC'.
pro]g� �yn. Borinq No. Projeet Clear Fark L[ft Station and Fmrce Main
�o3��a-�ss T�-3 c�cy of F�� vuortr�, ��
Lvcation Watar Observatia.ns
3ee Plaie A.1 Seepage at 2�` during drilling; wet roiary tirilling belaw i�'
Complation C,pmpletie�n
❑epth 7��.4� oate g_93-2U _
Surfacs �lavaifon 7y�e
CME-�5. wl HSA
LL
a
�
� �
0
0
�
�
�
S�ratum Descriprtiot�
SHALE, qway, wi
��antinuealj
LiME57�N�, gr�y, wl acc�sianal
mvderatefy hard
SNALE, 9raY� wr acc�
to moderately hard
� .
LL
�
�� a° � ��- � ��n
� � � � �� � o � � �� � ��
a ��� � � n ;�� � � N� oU � ti�
W I1 WN m� v'� �� m-o o Q '�� � p p
� � 010.F- a-fn �� 0.� d � �C7 �a �Ua
98 7S
rs, 1 aQ 70
97 95
1d0 82
100 92
10Q 10Q
9a 4�
rs, soft 95 92
90 72
�
z
�
m
LL
� L�G 4F BQRING N�. TB-3
�
PLATE A.6h
Projsct EVa. Baring h1�. Project Clear �ork Lifltt Staiior� and Fq�rs,'e AAain C�J ���'�����c.
�03 za,�s� TB-4 c�ty �f �ort w�n, T�x�
Lo�2tiot� Wafer Dhsefvallons
Se� Plate A.7 Seepage at 22' during dr�lling; water a�t �G' at completinn
Campletion Cam�letion
�epth �.�� Date S-2$-��
Surfave Ele+�atfon 7ype,
_ CM�-75, w1 CFA
LL a a� o
r '° � L 4; � � �
'�. T � v •� a � +, a ,°
o �' 5tx'atum be5�ription o e � m �� o � � � �= � = r � �
U � �� � � :�..: �� -� �� �U '��.�
� �a�? �� �� �"� �� °°_ � ; ���
� � �ah dU] �� �� a� �U �� �L]�
STLTY CLAY 1 SANDY SItTY CLAY, dark brawn d.5+ 15
ana gray, a�� eaicareous deposits and calcareaus
nadules, hard
5
-firm 6�law 18'
na�u�es,
4MOY Y 1 SIL �qNL7Y CLRY light roddlsh
brown and ifght bnnwn, wl iran stalns �nd iranstone
haduf�s, very stiFF
�. 5-�
4.g+
3.5
2$
-wl gravel 6e1ow 2B'
t�n, w1 gravel, loose
�
�
tan and g��y, weathere
�ray, saft
]NE, gray, V2rj1 FiArd
�OG OF �ORING NO. TB�
Q.75
900
5
PLATE A.7
�"� 8f•]{�l1tilh.r.�2iNC:I1VL.
?raj�ct No. Boring No. Pr+ol��t Clear Fark Lift Stati�on and Farce Main
9U3 ��-3G6 ��-�3 ��ty of Fort Wnrth, Texas
Loc�stian W ater Dhservatinns
See Plate A'l 5eepage at �2' during drilling; waier at �' campletion
Camp�sfian Campletkan
p�pth �Q.q� date 8-.�2��
5urtaca �ievatian Type
CME-75, wl C�A
Q
� v a`�i � � � u.
� ,
a � � ° z a` �� � �u�
�, � �a
� � Stratum Descript�an � o � � � a � _ .0 � � � � � � �
v � o�CrJ �w �E m�E �'d ap �+� ��q
� a maH a.rn �� a:7 0. � �U �� �L�a
SIt7Y CI-AY. dark hrnwn and r�ray, w1 �alcereous 4•�+ ��
- nvdules, hard d.5+ 78 40 17 23 11
-wl gravel, FILL ahave 2' '�.��' �2
�
-gradas bro►vn b�low 8'
-stiff belnw 13'
CIAY 1 CLAY L'f light reddish 6rown,
6rawn, and gray, wf ironstong nodules, iron s#ains,
and gravel, firrn to stiff
4.5+•
4.�+
4.5t
2.
�0 I 1'f 3
-wl calcareaus deposits below 28'
L.TY CLAI' 1 SA19�Y 51LTY CLAY. gray, wl
ironstorE� nodules, Iran stains, and accasf�nal
litncstane fragmen#s, f�rm ta stiEf
_AY�Y SANI7, tan and gray, w! gra�+el, flmestone
fragments, ironstnne nodul�s, and irnn stains,
dense
�
�
�
N
�
�
lSi�1�STC}T+t�, gray, wJ shale layers, hard ta very
hard
�o� oF soR�n�� n�a. TB-�
8
T
36 I 29
?.4
1
PLATE �k.S
stvcuv�r���vc in�c.
Prajaet Nn, B�ring No. Profect Ciear Fork L.fft Statian and Farce Main
103-��-3B6 Tg-s GiEy �f Fort Warkh, 7e�s
l.��ation Water Dbsarv�tions -
Se� Plate A.1 S�pa�e at �3' during drilling; wei ratary drilling below 2S'
Corn�letian Campletian
!]epth .E2Q.0' pate &27-20
Surface Eleuatian Type
CME-75, w! HSA
LL p p� �
A Q � N C �
n �' � Stratum Descripti�n � � z d � � � `� � -� �
o n � . cG o- �� � `�� �' c�v
U � � EC � • aS 'a • � e; d � n.
C rn> >= iny' �m c ���
[iJ � � y U1 Sp 9? CY � � � otl 'YS� ❑ ❑ C p
�' a maF- 4iA �J a:.� �� �U �� �U�
S1L7YCLAY, dark broum, w1 calpareaus nadulcs, 4.g+ �z
very sEIfF to hard 4.g+ 10
��
4.�5
s9 I 3e I 14
-gl'ades brown belorn� fi'
��IVaY SIL.TY CLAY YE1' SAI+1pY SILT, light
reddish brawn, tan, and gfay, �u! calearep�s
nodules, irari stains, and ironatane nvduie$, firrn ka
stiff
-wl Caloaraous depasits, 28' #Q 30'
F
�
�
.�
.:
�
se
tan, w! clayey sand, rnc�ium
7
28 4 i8
� _.l_ LIMESTdiIIE, graY, wf sl}ale layers, fi3'IOdGI""IctCI]+
o h ard ia very h�td 50l3,5"
m `�
�
a
� LOG �F ��RING N�. TB-� Continued Nexf Page
17
PL�T� A.9�
Project Na. @nrinc� Nn. Pmj�
�o3.�a�s� TB��
LaCEit{PFl Virate
5ee �iat� A.�
C'.ompletian COmpletiotl
tlepYh ��{1.0� Q&t8 $-�i_�
SurFace �le�iian Type
�,�� ENC.'kNFFEtFNl;l�df',
�l�ar �ork �ift Station and Far[� �Aain
-- City o�F Far# W�orth, iexas —
0�]SBfV�t�On3
Seepage at 23` during drlliing; vwe# rotary drill ing b�lnvwr �5'
CME-75. w1 HSA
u- o m
� N � S#ratu�n Descrip�ion
�NE, gray, wl shale
very hxrd {�aminu�
, maderately
o .
o �
� �y c
4 � d ` � "� � O 00
a � � N �� a v o`^ c� � c d{� C� b
� � � m � "". .� x ,�"i� +3 � $ � �
uv! � y ''- �'' � m c �
�cr� � m v�� m� mv aq �� c� o
R' � maN aU] �.� b� � � �U � 7 Ll
10� 58
9i I 67
98 I 5�
97 I 90
97 I 43
98 I fi5
98 I fi7
88 I 8�
� ao � a�
a
�
�
d
�
�
0
93 1 n3
LL -
o LdG �F BORI �!G N�. TB�-� Co►�flnr�et� Nexf Page
J '
PL�ATE A.9b
Projsct No. Boring No.
� o3-xo�ss TB-6
Locatlon
See Plate A.1
Campletloh Carnpletian
[3epth 12�A� oate $-F7�2�
�urfar.e EEevatioh
�- D
�7 �
d �
�
aroi�t Clear F�rk Ll�k 5tatiorr and Fa��e Main ���INg����
City of Fort 1North, Texas
Water 06serv�tions
Seepag� at 23' during driliing; w�t ra�tary drilling belaw �5'
Type
CM�-7a, WlHSA
S�ratum Descript�on
gray, vrl Ifinestone iayers
O
G
i ID � O�
� -p Z �° � � � '- �'
w�
p a� � �'° � �d �' �� �� ` �
� u� �� os � - 3 w ❑ �.7 �c a�
. tr
W C'� oCi� �v.� �� N� �'� o a c� $� C
� [� mdF- G.U3 �� a� �� �U �� �U4
1 fl4 87
92 j 8$
� ^_
f 00 I 93
14-043b
1
�
�
�
�
�
�
�
97 i s2
4 '
i __ � � _ � �
� i�OG a� BQRING NO. TB-fi PLr4TE A.9c
Pralect �la• BorEng Na. Prajec:t Cl�ar Fark Lift S#ation and Force Main
103-2�-3BS T$-? City of �art Worth, Texas
Lacatian Water Qbservations
See Plate A.1 I]ry during driiling; vvet ro�ary r�rilling helaw 3U'
Completlan Campletian
Qepth �120.0� Qat� S-'I d-�A
5urf�ne Efevation Type � �
cnn�-��, w� �s�
� a
� �
� T
�
�
5tratum Description
SAh1�1C�, brown and gray, wl IimesEane
fragmonts, calcareflus nadukes, ��tcareous
de�osits, brick'fragtnerrt� and asphalt fragments,
stitfta hard {�ILLj
-wl light hrrnrm helaw �i'
-wl tan lirnestane fragments balow 8'
to stiff
-v�l dccasional gravel helow � 8'
1�
13
1.5
47
2.75
tan, weal��ered
gray, wl shals seams,
d�pvsits,
C� BNt3lVEERiitiG [I�C,
t�i $ a �`'
`o� � a' �LL �-°'�t�
o �� �a o a � �� �� ���
U � i� qGj V] `� � � � w � c�v � a p � � � � p
� f� GO�H 0.U} �:7 �J a. � �U ��! �U0.
1D0 I 92
AS I 48
92152
" 5HALE, gray, url lirnestone seams and layers, saft
� -- tb maderafely hard
� �
a
� '� —•
M
C� —
N
Q — —
� _—
� _ _
K�
o —
m
ti
a �QG �F BDRIHG hlfl. TB-�
J
93 I 85
�ontinued Il�ext Pa�e
105 I 3820
PLATE A,1�a
Praject No, 6aring No. Proj�ot �lear Foric Lifi Stafinn and Fofc� Main
�a�-zo.�ss TB-7 c� o� �fl�t w�r�n, r��
L_ocation W'aier a6servatlons
5ee Plate A'i �ey during drilling; wet rotary drlll�ng helaw 3Q'
Com�letion Carnpfelian
Dapth 1�d.0' ❑ate $„9p-2�
5ut'�ace EleVatian Type f
GM�-75, wJ H5A
.�
�� P..yC;flVEBH]I�1L;11VLj
�. � � a
� �
.c � E � ev � �
� � � .B orrpp
� � � �tratum Descri �on �p fl ar �• � � _pp��
�y o H` rAQ��.(L �gj �� C7� �x ��y Q(] c��
U O 3� }'S '= ur .— F'ij N u� C*' �i E �
w C°1 bq�� '�u� �� crs� m� aa c co❑
pC � a00.F� O.in J� a� 0.� �C] _� �CJb
—_ = 5HALE. gray, wI lirnestane seams and layers, s❑fl 9B 82
— ta moderately hard (contlr7ued)
93 I �o
95 I 70
10Q I 1�a
�
�
98I9�a
�� I �5
93 I 75
98 I �3
�, --
N
I17
C9 -
�
� - �
� Q -
m
LL
Q
s �a� o� sa���v� r�a. TB-7
88 I 58
ao I 4�
Can#fnued Next Page
PL►4,TE A. "I � b
Project No. Soring Na. Prnj�
�a�-�A-36� Tg-7
Locatiaii 1llfate
See Plate A,'1
Completion Completion
❑epth 1 ��.0� oate &1 � 20
Surface �levatlon Type
Giear Fork Lift Statian and Forc� Main
Ciky of �art Warth, fexas
�bservatians
pry d�rin� drilling; wet �-atary driEling helow 3d'
CNfE-�5. wl H5A
� a �
� � 0
� a �
� ��
�
�
�
�
Stratum Descrip�ian
LE gray, w! limestone seams and layers, saft
rnodee�telYhard fC�vst1F1!►ed}
�'�� �y�C.1NF.P.I2i[ti�INi'.
o �,
� ��
�
N
Ow � o��- �1L � yfi]
� � � � Ca � L] � C] 7 • � 3 C �'a
� o� �
w a ��� � � crE ��� � � •a�4 �� S � �
� � �0.H arh �� a� [i � �U �� ��a
98 6U
16Q I 8$
1 --
1
�
8S 1 55
�ore sample dlsturbanoe ciuring drilfin�, 115' tQ 12�' � 5D � 28
�
a
�
n
�
�
�
r�.
�
�
�
�x
°�
m
�
O
a LOG OF BflR1M.G NO
�gr�
PLATE A.'I D�
GNGIIVEeR[IdG If51C,
ProJer.t fVo. 8oring iVa. Project Clear F�rk �iff 5taki�n and For� Main �
1 a3 2a-3sfi TB-S c� . of Fort warth, Texas
Locatfon Water Ohsenrations
See PlaPte A.1 5eepage a318' during dr�lling; uvet rotar�r drilling belaw 25"
Com�istion Completlan
❑epth .���Y�� I?ate g � ��
Surfaoe Elevatlar� Type
CME-75, wl HSA
� �
� �
� �
�
5
5tratum []escription
3!� CI.,AY. dark E�rown and tan, wJ gravel, —
�hundant limes�ne fragments, and cal�srgp��s
dep❑sits, �ard [�IL.Lj
SILTY CLAI', hrown, wl calc�reaus nodules and
gravel, stiff �a very stiff (FiLL}
-u+! �ran stairts below il'
ILTr �r all�e-�rnwn, tan, arid gray, wl
calcar�ous nodufes and grarrel, uery stiff �F�LL]
YIYIJ/ l.LF4ICT .7HIYL7� ❑arK orown ana san, w
glass, wQod fragrnents, cork fragmen#s, and
canstructian debris {FILL}
1�AESTONE, gray, wl accasfanal shale layers,
rn oderately hard ta very hard
ib0 I 73
93l61
93 j 88
98 I 97
�
�
�
�
�
�
s
U
� f
C
�
:V
C'�
'I a0 I 78
93 I 57..
75
�5
0.5
a7i
LOG �F B�RiMG NO. TB-8 Cr�nfineredlVexf Page PLATE A.�I �la
�, g , ,� �.
a � � p � � � � d �
a �e � � �� o �,a � �' � �� w ��
w � ��? �.� ��� ro� �� o�Q �� ���
� �..' m�� d.C!] «.JJ Q� d C �U �� �ULl.
4_5+ g
fi2 5
Praject Na. Barfng Na.
'l03-24-866 T��S
Location
5ee Plate A�i
Campletian Completion
❑epth � (f4.0� ❑ate &�8 20
Surface �levatlan
Stratum De�cription
CME-75, wP H5A
� '� �i
� � n
� �, E
� � �
� �
m
P�lE�t Ciear Fork Lift Static�n and F'o�e Main �-►'A! �GLfv1T.GRIhIGEhiC.
Ci af Fork Worth, Texas _
Wate�r Obs�rvatians
$L��� � "�$" L�llflfl� [�CE�IIII�; wset rotary drilling �elow?.�y
gray, w! occas�anal shale I�yers,
hard ta rrety hard {conNn�
o .
� c �-
a� � � �� ��tr
e e �� m� � �; � �'� �� ���
n }� � ❑ L} n
[) ❑ N � � '� � N -`-� �"�q 13] � U � C
u� C3 a� � a� ff E ca ��� ❑ a c� c a�
� � m a.1-� a�n :� � ci � a � � U � � � c� a
9S &5
7 141 15482�
1 fla 1 ��
92183
10� j 90
.�
-wl ah�ndant shale layars, 75' to �0"
98 1 98
98 I 98
87 I 9i
98 I 83
93 I 93
0
�
aT
ry
0
�
C7
�
U
a
��.a� o� BORiN� �va. TB� PLATE �'I'f b
J
ProfectlUo, Boring 1Va. Praject Clear F�rk l.iff Station and Force Main
70�-20��5 Tei�$B Ci af Fort War�h, Teacas
I._oca[Iqn W ater C)6ser,a[f ans
See P�af,e A.'I l]ry during drifling; wet ratary driliing �elnw 2Q'
Carnpfetlon Complstf�n
�epth 'I OD.O' pat� g„� „�Q
Surface Elevatfan �ype
CM�-75, w1 HSA
�r �cIIvs�x�►+�c rrcc.
u. � "� a
� � � � m N v i�
a ' � Stratum Descrip�ian � � z � .� � � � `� _ � �
�
Sll."fY CLAY1 C�4Y. dark hraum, wJ 9ravel,
limestone fragments, and cafaareaus nadules, hard
(FILL)
sfl.Tx„C�.AY dark brawr�, wl calqreous nodu�es,
hard
-hrown and gray, wl calcareovs deposits ahave 5'
anri gray, w1 r.alcareous r,❑dul�s, �aloareous
depasi�s, ar�d gravel, stiff #o very stifF
- 5FlAL�, gray, w! occasianal limestnne saams
LIMESTONE, gray, mad�erstely hard ta hard, v
occasional saflf shale lay�rs
� o� `w�i,� �oj �� U� � � a�s �C3 � a�
U ❑ � . � � •� � F'n '� in � � c .+' � E �
w ti ��N �m er� caE m-e op �,� c❑❑
� � maF: ain a� 'a:� e. ��U �� �Ua
�.5-r 1U
4-5+ 7
4.5+ '� 9
�4.5+ 11
4-5� 8
4.5t 45 ifi �8 14
d_5f 15
a,�+ ��
a_�+ �s ��� ��saa
a.�+ ��
7,75
4.�
72 33
s� �a
100 I s�
99 I 82
..0�
93 I 8�
97 I 88
95 I SS
LL - _�, I I I I I i I
O '
o�o� o� BOR��v� n�a. TB�B� Confinued Next Page PLATE A.'!2a
Praject Na. 6aring fVa.
�a�-�n.3ss TB-8B
Lacation
See Pl�te A.'I
Cor�pietion Camplet€an
na�th 1 UO.o, �ate 9-�I-�O
5u�face �fevatian
P�]� Clear Fork Lift 5tatinn �1�d Force AA2�in �MJ �GINEERIh'C: LNC,
Ci of Fort WoHh, Texas
Water Qbservations
Ory during driHing; wet rotary drilling heEiow 2�'
CM�W75, w! HSA
� d 71
°� � CIJ
� Stra�um Descriptivn
gray, modefately hard tn hard, wJ
saft shafe I�yers {�nntinued}
-�are sampke disturbance during drllling, 80'to 85'
� _�__________.__._�._..------
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TB-SB
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a o u. � t�,3� � ; � � � Z � � � �o
` �Ei �� ��s �,� "� �a' �� �a�e
a� � �QI-�-' nC°.ur �� a� �� �U �� �c�an°
97 93
1Up I 95
95 I 85
s7 I ao
95 I 88
96 I es
9[� I 87
8� I 85
as I 98
PLA►TE A.'[ �b
Pra]ect No, E3aring No, Praje�t ��� �'ork LiftStatlon and �orsce Nlain
9�3•Za-3�Q TB-9 CP#y of �nrt Warth, Texas
Lor.afiorl Water 46ser�ations
Se� P��te A.1 Dry during drillir�g; wet rntary drilling belaw ��
Cnmpletinn Campletion
ospth �IOO.U' �at� 8-7�-�Q
SUrfar.e ��evatian Type
CME-75, wl H$A
Cn+�J F�vc�v,�i���vs; nvc.
LL p � p
� � �
� � LL
� � � S#ra�um Descrip�ion � � � W _ �� _ .� Y � C �,? _ � N
4
3
�wVl]Y C:LAY �$ILTY SA�Ii]Y CL4Y, brnwn 8md
light gray, w! gravel, calcareous nadufes and
c�lcareous de�osi#s, hard {FILL}
-wf iimestone fragments at 3'
-vrl dark gray, soft ta flrm hel�w 8'
-dark hro�nm hefaw 8`
Y 51�[�nY GLAY, gray and dark hrown, w1
earenus nradules and dcpasifs, firm
� �� LL � a� 'a � �' � x ��j GS U a i�'�
u�.l C'i o�U? � a��i �� ��E �v 'a o� 07 c�p a
� � maH �N .:�J fl::� a � �U �� �Cia
4.�a+ � �
4,5+ 7 128 12864
4.5+ 9
35 g
45 Be 37 14 F3 1p
�
LIME_ srOT1E tan, Waathei
1.IME5��NE, gray, w1 inte
mnderat�ly }�ard to h�l'�d
s
97 I 93
98 I 7�
iQ4 I 98
88 I 83
r
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a LOG DF BDRING ]VO. TB��
Confirrued Nex� Page
5 I 143 I '!
PLATE A.'13a
Project Na, Bnring No.
103-2D-3fi� TB-g_
Locatian
See Plate A.1
Camplatlon CampleUan
C7epth .�Q�A� Data $-.�.� x�
S.urFace Elevatl�n
� �
�
.Gl �
� �
�
� Clear Fark Lift Statian and Farce Main
_ City af Fart �Ilorth, Teacas
Observatians
dry during drilling; wet r+�tary drilling belaw 25'
CM�-75. wl H51�
S�ratum Description
gray, wl mterneaaep sn�
hard Eo hard (corrfrnued}
�,�� ENGII+IPF.K]:VC INC.
o .
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� � � � � � � O N
o � L` � �� � U� =� � dI DU C��
��u • �; � � x o �
[] ❑ � � � � 7 � i�1J "' N 47 iC [] � �
W C! mU? m� �� �tl ��v O� c� c O
C� � mn.F- o.ua �� a� � � �U �� �s�a
9& 38
1�n I 1no
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97 I 97
1oaI100
'97 I S7
10� I 1bU
97197
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L�� QF B4RI{VG NO. TB-9 PL►4TE A,'13b
P1aje�t lVo. B�ring Nn, PI'oJeet C�ear Fark Lift Statian and Farce Matn
'�03-20�366 TB-'� Q City of F'ort 1Nofth, 7e�cas
E.acation WBker C1hseFvations
5ee Piat� �4.1 �rY during drilfing; dry at cornpletion
Ca:npletfon Campletion
C]epth 6�.�. �ate �,,,4-,�0
5urfaae Ela�ratfan Typ� �
CM�-75, wl CFA
u o
t '�
� T
� �
5
Stratum Descriptivn
LTY� dark hrow�t, brown, and fght hrown,
wl shundant grauel, a6und�t�t Iim�st4nQ fragments,
and calcareous nadules, very stlif io hard {FlLL}
-saft ta firm bel�vl+ s'
CLAY. daric br�vun, url accasi�nel �ravel, soft ta firm
3T
3
�
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p
C7
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LlMEST�FIE, grey, wl a�casfona� shale layers, vcry
hard
-wf in�reased shale lay�rs, �aderately hard, �Ei' E❑
32'
i OOi4.5.�
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C�� xNGIfV�8R3NG1NC:.
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w Cf �� e�] �� a�E m E �� o a '� �" $ o 0
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Cnntlnuad Next Page
1
PL�4TE A."�4a
Pra]�ct I�o. [3aring f�a.
'1�3-i��G6 T�-'� �
Lncatian
See Piate A,1
Campletfon CampletiQn
Depth ��.0, tiate g-4-3U
SurFace �levstian
P�l�t Clear Fark Lift Station and �ar�e Maln
Cit�r of Fort Worth, Texas
WaEer Dk�servatlons
Ory during drilling; dry at cornpleti�n
�M� xM��r.�x�Mcu�c.
CME-T5, wf CFA
U- o �i
� � ° St�atum Description
❑ �
o •
� N , C u-
� �
O�y � e � u+ `�u' � ��
�c �Q � N G� o �o y � C �� �
(,] ❑ ��� �i �o= in*� �n� N � oU �a�
W C3 w� �v'' �E �v � mv � o � c� o 0
� � 070.�- n.ul �� n.� a� �U �� �VR
anal shal� layers, very
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�.a� a� go�iN� Na. TB-'10 PLATE A.'I�b
Project Na. 8�rinr� No.
� n�-2o-3ss _ ., _ _ , TB-'I �
Lacation
See Plate A.'I
Completicxt Carrtpletian
Depth 3I1A� ❑ate $01�-2[I
5urface Elc�atlon
�- o v
� � d
p � C?
�
Pro�ect C�ear Foric Liff Statian and Farce Main �� E�`'�N��vc.
Gi}y of Fart WortF�, 7ex�s
WaEer Qhsetvatlans
5eepage at x2' during drill�ng; water at 15" completion
Type
CME-75, wJ CFA
Strat�m aes�riptian
SILTY CLA'Y, reddish broum, tan, dark brovu�i, and
gray, w1 graval, iranstone nadufes, and iron stains,
hartl [FILI.j
81LTYCl.AY, dark brawn, wl cafcareous nq[{ules
and occasional calcareous depusiEs, varystiffto
hard
-�ul 4ran stains and iranstvne nadulss a�pve �'
SAHDY 51LT'Y CLAY! SILTY Cl�4Y brown to light
bi�awrr, w! r�lcareaus nodules, calcarea�s deposits,
Iron stains, and accasional lranskane nndules, uery
Stlf€tA hard
-w! light reddish �mtv�i dk�ove 7'
0
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W O' ��� � w u� c`�a E�v 'o � � fi0 � O a
� [� maH acn �� n.:7 ri ��tQ] �� �[]4
4_5+ �g
4.5+ 19
4,0 18 109 5990
4.5t 41 1� 25 17 1�r3
3.5
d.5+
I{,TY CLAY! 5R1+[DY SILT1' GLAY, re,ddish brown,
tan, and gray, w! fron stniita, 3ror�storte nadula�,
and a��asional nalcareous nod4fes, flml to stiff
T
20
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c7
�qr � sl�,Tv C�.AY, gray, wf irnnstnna ncd��lcs
and Iron stains, saft ta firm
88
LOG �F BQRiNG N�. T�-"�2 PLATE A.'�5
Project Na. B�rfnq Na.
�a3.a�.��s TB-'13
Locetion
Sea Piaf,� A.'I
Compfetion Campletion
Degth 30.0" 1�ats B-iD-��
Surface Ekevatlan
PIY3J0C:t - �M� SNGfitiLGRINC L'�fC,
Clear Fark L.ift Staiiar� and Farce AAain
City of Fort Worth, T'exas
Water D�servations
Seepage at 27' dur�ng drilling; water at 17' compfetion
GME 75. w'1 C�A
u. a
� �
�
d
a
5
5tratum Description
brosvn, and reddls�s hraum, wl gravel, lfinestone
fragmenfs, cafaaraaus depasits, ironstone nodules,
Iron stains, and asph�lt lragrnents, haYd {FILL]
LTY �LAY i SANDY SILTY CLAY dark �ray, u+1
calcareous n❑duies, iranstono nadules and lron
stains, stiff ta va►y stiff
broum, wl �alc�raous deposits and eal�areous
r�odules, stiff ta ��ry stifF
-w! iro;� stalns 6ci❑w 18`
I( SlLTY CLr4Y, reddisn brow�, tan, ana gray,
�vel, calcareaus nadules, lranatona nvdules,
iran stains, �rm ta s�iif
o .
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p [ d �. � n pry �
. � Z � � � �
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t� ❑ `� ` '�'= m'-3 � w -'�°� � � � E�
a � rod� �� �'.__�� a� aa �s°� �� ataa
3_0
2.5
2.D
9.75
3.25
1.25
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85
1
2i] I 115
P LATE A.'[ B
Praject Na 8or4r,g No.
�oa-zo�ss Tg-'14
Locatlort
5ea Pla#e A1
Campletlan CnmplsUan
o$�th 2�.a' oat� s-3•�a
^ Surface Ele�ation
IL q �
.� 'I, b,
� � �
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C3
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�� �t ��J ������ «,:�.
1 Clear Foric Lift SYatinn and �orce Main
City of Fort worin, Texas
W ater 06serwa#lans —
dry ciaring drilling; dry at oampletian
Type
wl CFA
Strafum aescript��n
_7, 101t�chosthick
CLJ11�{5fl..TY SANaYGLAY, reddish
,��I calcfireous nadules and depaslts, hard
N�RAV�I� tan, w! limestone ftagmer�ts
:cas�onal clayey sand, very dsnse
ten, Very hard
9�aY� verY
4
4 w:
m � � LL
O
O� � ev �� � N U
� o �' tl�] Y!1`o� � `� � � C `�' =� � `+ �j
O `A�� � m � �� � x �� dU � a'�
u�i ['3 oy�U? W,u cE ��� �°Y q� � $E�
� o� ma� r�ux a� 4� a� �� a� �t°aci
4.5+ 33 '14 i 9 9
4.5+ 7 119 723a
62
� -- _ _�_ �
O - ' -
o�a� o� ga�i�� n�a. TB�'t4 PLATE A."17
Project No. 6nvkng IVo.
�a�-zo-3ss TB-15
Locatlan
5ee Plate �1.1
Campletlon Ccsmpletion
�epth 2d.4' ❑ate g.3-2�
Surface �Isvatian
� p
t �
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a �'
�
5
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prole�t Clear Fork Ltft 5tati�n and Farce Main
City a� �nrt Worth, Texas
Waf�r Observatians
Dry during drilling; dry at oomp�etia�
Typa
GME 75, w! CFA
Stratum Descripfiivn
IpLT, 10 lnches thlck
3Y G�4Y. light reddlsh 4rown, wl calcar�sous
{ules and deposits, hard
} ANp GRAVEi., tan, wl flccasionai Iim�Sta�e
�ments and �layey sand, dense ta very danse
ium danse ahaVe4.5'
�,'M� E[4GINF,�R1l4C:1NC,
� � � LL
a� � a �� n. �
� o � ��° � e � �'� �'� ���
�` �x,� [ m �:� `-' � x �Y a� ¢ a�
� � � �� � a��., �E w � mv a o c � � � a
a� a mar a.cn JJ a� � ��� �� �u��-
�
43
tiM�ST�NE, tan, very hard
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.�
TB-15
PLATE A."I S
Pra]ect Na. Soring No.
�a�-�o��� rg-�s
Lor.ati�
Sea Plate A.1
Campletlon Campletic�n
osptri 2�.U" Date 9 3-�0
Surface Ele�+atlan
�- `o
m �'
� �
5
P�i� Ciear Fark 1Fft 5#atian ar�d Force Main
Ci of Fort Worth, Teacas
Wafer Ohservafidr�s
Dry dur�ng drflling; dry at completion
Ty�ie
CME-75, w1 CFA
Stra�um D�,scrrption
�SPHALT, � Inchas thick
S1L___TY C�A , Ilght hrawn and brown, w1 limestnne
fragments, gra�el, calcareo�ls n4rdules, and
caleareous deposiks, hard {FfLL
SANaY 51LiY CLAY 1 SIL'1`Y CLAY, reddish bro��vn
and �rnwn, w1 gravel and occasion2i limestane
fragments and calcareous nadules, �rm #a sti#F
�possible FII)
-hard abave 4'
-so� �efow 13'
�,vrcr aRryu. aanc reaoisn araum ana tan, u
irnn stains, gra�el, and occasianaJ limestnr�e
Tragments, uery lonse
�,'� LiVGIlVB�H]I�G 1NC.
0
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.:� ���
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� a maF-� av� �� Q'„�7 G►�S �iJ �� �Ua°
4.5+ g
4.5+ 10
4.5+ 93 112 � 3�80
4.5+ 4�t 14 3� 1'f
5 ��
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o LQG OF BDRlNG NQ. TB-16 PLATE A.'f 9
Project Np. Boling No. PrQJect Clear Fork Lifk Statian and Fnrce Main
'iO3-�O�fifi TB-'� 7 C af Fart Wartt�, 7exas
Locatian Vl�ater �servatians
S�e Plate A.'{ Dry during drilling; dry at cnmpleiian
Cornpl�tinn Campl�tian
oe.pth �.0, []ata 8-� �-2�
SurEaoe Elevation Type
GME�?5, w� CFA
�- a
r '4
m �
�
Stratum �escription
SI1.TY CLA_Y. dark brown, wl calcareaus
and limestons fragmerrts, hard
-FILL abo�e 1'
{'� F�fSIC31Ntik:RWG INC�
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C] O� V) w'm ��E �� � b a o �°� $ a o
� � oqaH 4.fA �� E1� a.5 �{J �� 7UQ.
d.�' �2
4.5+
5
mo
tan, weathered,
hard tv hard
tan, aery hard
gray, w! occasii
�eams,
5�15.5u
e iayers, very
� aora
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PLATE A.20
Project {Vo. Borir�g No. Project Clear ��rk L�ft 5tation and F'arce Main �� ��g�"��'��
903-��-3fi6 ��-'�$ �ity of Fort Warth, 7exas
Location W ater �6senrations
� p��� A►.'� Seepage at 18' during drsliing; wat�r at 19' carnpletian
Camp�atfan Completinn
❑epth 2�.�' Qatc $-12-20
Surface Elevafion Type �
GM�-la, w! CFA
� �
� �
E
m ''
a �
5
1', brown, wl calcareous nqdules a
JS CS�pO5I�B, very stiff tn hard
q.�+
4,5�
4.5+
�.Q
a
4
i � � . ��
�� � � �� � � �
3� o LL � �� � r� � '�j � c �' � � � �
�w; �,es' � • � �m ❑U ��j
W O�u�i� w.� a'�� �� s�'cv ao � caG
� ac ma� aua �«a a� �� �� �� �t�c�
S�ratum D�script�on
CLAV, datk bro�Nn, �v! �alcareous nodules,
-w1 calcarenus depasits below 3`
�fLTY CLAY 1 CIAYEY 511.7, tan and reddish
hr�wn, wI caleareaus nadules and iran stains, snR
to #irm-------------------�J
[7
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a L�G Q� BQRING NO. T�B-'� $
�7250
�i �%
PLATE A.�1
ProjectlJa_ Borinc� No, Proje
�03-2o��s TB�'19
Locatian ��
3ae Plai� A1
Campletian Co�npletl0�
de�th � �• Elate $-.����
�uriace Elevatian 7ype
�'�� #r.NGh`iEERINGftd�,
• Gfear F�rk Lift Station and For+r.e Main
City nf Fort Warth, ��xas
Dbservations
�ry during drilsing; dry at �nmpfetian
CM�z5, wl C�A
� 'o
� �
�
� a
o �
5
Stratum Descripti�n
SLLTY CL.A�, dark �rown, u�I �aleareous r�oduies,
� hard
�wl calcareous ds�asifs belnw 2'
IL7Y CLAY! 5ANI7Y SILTY c1.aY ❑rown, w�
calcareous nodules and calr.�raflus deposits, hard
0
0
� N ��
p � a a a
� x ��- � ��
� � �� �� � � � �� �� � �
C] � U
a ly, tll .� ..s ' � '. �in N � � a � � � �
� [j � L N �� p� � @� W� 0 4 C� G O G
� � m�� QU} �1J �� d� �C] 3J �C]4
q,5+ zi
4.5+
0
�
�
�
-�r�I iron stafns and lranstons nodules, flrm tv stlff
trolow 13'
51LTY �LAY, Hght brawn, wl iron stains, calr.�rea�
�deposits, and cafcar�ous nndules, stift
c�
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s �a� o� saRin�� �va
TB-'19
1.5
91
1� I 1151 1
PLAT� A.22
Projeot Na. Eiorfng No. f'raject Clear Fnrk L[fk Statian and F'vrce Ma�n
� a�.�a�ss TB 20 cit of Fflrt Worlh, Yex�$
L�tlon W ater �bseruati ans
5ee Plat� A.4 Dry c�uring drilling; dry at oompletian
Campletian CompEeBon
oeptt� ��.�' ❑ate 9-1-�4
SurFace El�ation 7ype
�:M�-i�, Wr �:�'�l
� � �
� O
� N �
a �
Stratum []�scri�tion
rrawn and gray, wl
�ard
5
accaslona! gravel, iaose - - V � -
-medium dense beEaw 9'
SANpY CLAY, braum and flght brnwn, w� iron
stains, �ra�rstane nodu[gS, and aalcareous nod��les,
tirm ta sYiff
�� atvct�ves�uc �n e.
0
� � N . ��
C
v� � � �� �.o �.
S 9 � � � � o�' ti e � �r" �� G �
U � ��� ' � �7k�. y� F"� �� �U �a�
� � ma� 4in '.-.�i'..�-r a� a� gc°� �� ���
�1•� 9
�.� B i 18 23�1 ❑
4.5+ 39 14 25 8
q,5+ �
4.5+ g
1.5
calcaraous nadui�s
g ray,
.in��ST�N�. #an, wealhPrpd, moderate[�f hard to
hard �
a
�
�
d
�
�
�
V
a
C�
m
�
�
L�G OF Bt]R3NG NQ. TB-�O
1
PLATE A.23
Prasject 1�0_ Boring f�a.
�os-�o-�ss TB-21
io�atian
5ee Plste A.'i
Completlan Cam�letian
❑aat�, 2fl o. aat� s-4-20
Surface �levation
� o
r �
� �,
�
5
�
�
fl
�
�
C
•— �� EilGihiL'EHlfvi' lir{--
Clear �nrk l.ift Sf,atian and F'nrce Main
Gi nf Fort 1M1lvrth, Texas
�bservations
Seepage at'�5' during drilling; waberat'f5' c�mpletian
Type
CME-7�. w1 CFA
Stratum Descr�ption
L°I'Y SANDY CLAY, dark �rown and gr�ay, wl
calcar�aus nodules and xcasiarsal 1lmestone
fragments, very stlff ta hard
IL7Y CU1Y. hrown ka light brown, wl calearea�
nadules, vsry stiff ta hard
Al�� tan, w! accastanal gravel, mediurn dense
, light brown, �roum, and �ray,
mestone fragmsrrts, very stlfF
o .
q C �
i.= q j� �OQ,
e
e a � � �`d+ e �� � � � �'7 �� n0
�+�� � �° ��= �'� �C �� 8��
W� $ m ui � m ��� m E `� -v o❑ � v' c o a
l� � m 0. 1- Q u7 :� �[i � b. �� C] �� � C3 a
15
12
�
�5
LDG OF BDRING N�. �g��'� PLAiE A.2�
Pra3eet �lo. �3orin� No.
� o�-zo-�ss TB-23
Lacatian
5ee Plate A1
Carnplstian CompleUion
oepth 3D.�. oate 9�-2�
Su�faGe ElevaUan
l� p
� �
� �
� --
9�Y,
C1VI� �,v�r������ ��.
4 .
N C �
`a .� z �= �7. � � �p� rA
a�
o !l Qi a a b-� " �'"r F. 3 C�7 u!
� a ��y �� �� �� �� 4m Qa $�Q
� � maF- arn �� a;� a. � �U �� �c�a
Od11.5'
0
�
0
�
n
y
�
U
�
�
�
�
�r��� Clear Fark Lift Stafian aa�td foroe Main
City �f Fort Worth, ��xas
WaterQhsenrations
Dry during dri�ling; dry at oampieiion
�ypa
wl CFA
5tra#um aescriptiort
7lnches
I�A� darK brown, W! gfaVe
7NE, tan, uvesthered, wer)+
��v�� ��v
gray, so#t to modaratefy h�
-wl lime�tone layers belaw 1�'
LL
� L.OG OF B�RING NO. TB-23 PLATE A-26
J _,
�
�
�
�i � �ti uue..�. � i io.
�Q +�„ °Ja Gre�vef °ru Sand
Coarsa �pne oars Medium Flne
�.� OA 0.0 U.2 2.G 23,8
Colloids L.L p�. p p D p
43 I5 0,�145 OA342 O,O�AU 0.�025
Material qescri}�tion
PrajectNo. 1a3.?.0-36b Clien�: I�ley-HomB�Associa#es
Pro�mef: Cle�r Fork �nrce Main - Fort Worth
o Qe}�th: �3-25 Sample Nurnber: 'rs-I
CMJ ENGIN��RiNG, �
°�a Fines
SiIE
44.7
11SCS
C�.
r�s:
C�
28,7
A,ASl�T�
A-7-6(l3}
PLATE A.27
Par�icle Size Dis�r�bufi�vn R��aorf
'f OD
90
60
TO
� �
�
z
�
� 5d
uJ
U
�
� �0
0.
3�
�0
1a
C
o'a +��� °Ao 4rave!
Coarse Fine
4,0 Q.� 4�
L7T5C111�L�7iL�r" IIIIIL
� °%9 S2lfi[�
�a Medium Fitte
D.1 3.,9 28.3
Callolds LL. Pl, � � p U
3� ia a.t�o1 0.�489 a.o�Qs o.00��
M�teriaf D�scr{ption
rnjact No. 1�3 2�-3fi6 Cllent: Kin��y - Harn 8s Assv�Fates
ra]�c#: Ctear Frn�c �arae Main - T�a� 'S7��rW
Depth: 33-35 8ample Number: TB 2
GMJ ENGINEERlNG, INC.
�% F�17Q3
Silt Cla
47, l 22.6
D � � C]� n ��• C
uscs
L'�.
►�sH�o
� A-6(�)
PLATE A.28
Part[cle S�ze D��tr"rbul�ivn �epar�
'14(
8L
BC
7C
w 6�
�
�
2 50
W
U
GG
� 40
a
�
zp
�4
U
� *3„ 95 Gr�vel
Caarse Flr�e
�olfalds I 1.L. I PL
_ �I►l1iIY ViLL _ Ifllfl.
% S!!tl d
aars � IU�edium �Ine
3U.2 1fi,K '�.3
6_7069 � 3.d736 � 2.3219 � 4.599�
Mat�r9a! ��cripti��
Pr'a]�ct Nv. 1�3-20-366 Client: Kimley - Hurxk & Associatos
Praject: Cleea-k'ork Farce Main -�art Wvrth
o tiep#h: �3,5-45 Sampl� Numbsr: 'r8 2
CMJ ENGiNEERING� [NC.
_� °�o FiC�Bs
51i� C�ay
21.3 �
D C C
USCS AASHT�
� Rernarics:
PLAT� A.29
Part�cl� Si�ze Distribu�ion Repnr�
� �_
Partic�e Size aistr�but�on Rr�port
��
ei
9C
re
� �
�
Z
� �a
�
w
�
� �a
�o
��
��
Y �
* � � - —w.ri�
�
� � �����
�►r
.���
���i
�
�i
1 '
■
+�
��
���
.�
��. �,�
•,
���.
.
�� � � r � � id
- IZE - mm.
afo �3„ °/o Gravel °/o Sand
Coarse �ine aars Medfum Fina
o.a o.o o,o a,3 �,a i�.s
cor�oias LL PL a n [] [] �
qA743 D.034� �,OI53 4,4021
Mater[al �es
Proj�Ct No. 103-20-366 GI[en�; �ltnlcy - X-Ioru & Associates
PraJect: Ciear Foxk Faar.a Ma� - Rarl '�+ivtth
a Depth: 23-�5 Sam�la Npmber: iB-�
CMJ ENG�NEER�NC, lNG.
% Flnes
Silt Clay
s�.s �,�
C
LisCS I AASH7'O
PLRT� A.3'#
Pa����e SMze f3istribuii�n Repor�
.6 .� a
��
9i
8(
7i
� fiC
z
�
� �
�
GJ
i.7
1]C
� ��
3�
�0
id
n
� � Y � �
���
�
W, �� '
�li
•'
��
��
►
���
��.
II���
�!
1
1�,
,�i��
��a.!
1{ 1 1 1 1 1 11
°�o �F.� n
Co[lol�ls I �.1. I PI.
�RAliV SI�� - rnm.
°Io Sat�[f
Mecllum Fine
zI.2 Z0.8
D Q D D
6.Gfi85 i,5987 �.7258 U.2278
Materiai Descriptian
Prajeet Na. 1Q3-20-3fib G�ient; Kimley - Horn & Asso�iates
Prajec�: Clear �'ark I�nrce Main - Fort Wor�tth
� D�pth: �3.5-�#S 5am�ale Number: TB-5
CM,�
°�a LJ3�Y$�
se Fine
Gi, fNC.
°�, Fine�
Sllt Clay .
�U. 9
E7 G C
U3CS AASHTa
Rem�rks:
PLATE A,33
�oo
sn
ao
�
w s�
z
�
Z SD
W
C]
p 9a
30
20
VO
fl
VllhllY VILL � I11111.
a fo ��„ °/e Grav�l °% $a nd
Coarse Fine oars Medlurn F�ne
7,6 8.2 11.0
C411olds LL pl. D D D p
9,52SU D.5695 0.12G9
Ma#erial Descrlptic�n
Pro}�ct No. 343-2D-36G �lient: ICimlay � H�an & As�flciates
Pro}e�t: Clear Fnrk �+nree Ma'rn -�ort V1�orth
o�epth: 8-9.5 S�ample Num�er: TA-7
�
G, ING.
°.6 Fines
Silt
�7.3
uscs � AA�H'�O
rks:
PLATE A.35
Part�c�� Size ais�r�buti�n Rep�rt
F�arti��e �ize �i�tribu#ior� Repor�
��
s�
se
��
� sc
�
� �
w
�
�
a �a
�
zo
�a
�
� Y �
"�N�u�
�I
�►,
1�
��
�
•
�
�
����
���
�1
��.
,���
� �,..
+f � 1 1 i 1!
a� � � n °Iu C+C�V$I
Caarse �ine
GF2AfN 51�� - mrr�;_
°� �ancl
�e�re Madium Fina
1s.9 3 z7.3 I6.1
Cnlloid� � Ll. I f'L
G.UU31 1],6434 �{1.9211 I a.�743
Material oescrlptlan�
°� �ines
snt
20.5
C
ltSCS I AASHTO
pro�ect Ha. 1fl3-2�-3G5 C[ient: �ey - Horn & Assaciatas
Pr'�JeCt: Clear Fot�k Faxc$1vIain - For.t Wotth
o Dep�h: 8-9,5 Sarnpla Mumber: 'I'B-�4
MG, ING.
�
RLATE A.3i
�
W
U
�
W
�
°� �3" °ro G�'dIV6�
Caarso �irte
o.a a.o o.o
Cnllnit�s f LL � PL
�c�ni�r r�r«-liu�i.
°�O Sand
Alledlum �tne
1,7 43.4
p d a p
�,2692 4,1055
i�laterlaf Descri�t�vn
�roject No. 103-2t7-366 CI ient: I�im�ey - Harn & Asso�iatcs
�roject: C1ear Fork Farce Main - Foi�t 'oVorth
a depth: 7�s.5 5amp1� Number; 'i'E�z�
GMJ EN�IP]EERING, FNC.
°lo F114BS
SI It
54,4
�
USCS f AASF�'1`�
R�r�arks:
PLATE A.39
Pa�ic[e Size Disfri�ution ��pvr�
Par�ic�e Size Distribut��n Repor�
� C o o �a
��
�
�
,�
� ��
�
LE.
`�L �S Q
lLl
U
�
� 4�
0..
3Q
�d
10
� � � �
::--..��,s�.���1u1111�, .
�11�1 I��la������
�
,���
�,
i4
■
i
i
�t � � � � � ��
d� ��" 9io [3rawel
�oarae �tne
0.0 �.D 1.7
Coilolds I � I P�-
Q.X523
Materla�
GRAIN SI�- rr�rn�
°� Sand
ssrse Medjurr� Fine
Q.$ 1.� 28,5
n
1•vJ�t Nn. 1[€3 20-36d Gllerit; T�in�ley - Hat�n & Associates
zoaject: Clear Fark Fo�ce Main - Fart W u��h
4epth: i3-1� 5ample �[umber: TB-21
CIVIJ EN�INEERiNG, IN�.
Fart Wvrth. T$xas
°� �ines
$t�# -
57.5
C
�scs I AASNT�
PLATE A.4�
�flo
90
�
7U
� 6D
Z
�
� 5d
�
C�
�
w �a
�
�o
�0
10
0
o�a *��.
�.�
°� Cravel
Coarae Fine
0.4 7.8
Calloids { LL � Pl.
_ 4J�..Z��y .��;.� - �-� .,,u��.
°lo �H11i�
�erse Medium �ine
�,7 48.6 7�.6
D i] D D 0
2.323�1 0.91�5 0.6$95 0.3745 Q.1G8Q
Matertal
ProjectNn. 1�3-aa-3� citent: r��y-�zc�-n���o�t�
Project: Clcar k'wrk Fa�e 11+I�in - l�c�rf W�h
a Depth: 13.5�]5 3ample Nurn#�er: TB�22
CM.� ENGIIVEERIM�, IMC.
�ort Wnrth. Texas
�o Flnes
s�rt c
11,3
L
uscs I ►�s�To
PI,.AT� A.4'I
Partic�e Size Dist�ibuti�n Repart
FREE SVII�LL TEST RESULTS
Praject:
Clear Fork �.i�# S�atian and Farce Main
�i�y af Fart 1Nart#�, Tex�s
Proj�ct No.: �103�2�-3fi6
�[�ring ���i}� 5arnple
��_ In�� }�� Des�ripti�n
8-12 3— 4 5ilty Ciay
Sandy S�Ity
B-�i 2 8— 9 Glay ! Silty
L�quid
Limil
L�
4'!
39
Plastic �lasticity Mois#ure
�imit Index CantQnt "/o
P� PI Initial Fir�al
16 �5 '17.4 � 9.4
1� 1 �� l 16,� I�7,�
Fre� sv+rell tests perfarmed at appr�ximate averbcarden pressure
CM] �NGTNEERING, INC.
P�r�es�t
Swsl l
�°lo�
U.�
��
PLATE A.�4�
Cflent; CM] Englneering, Inc,
ProjecE: Clear Fark 5�atlan & Maln
���������� BarngI�; TBriWorth,TX �a►nplely
E � -. � � � � 5arnple Io� 1�3-ZO-36G 'fesk Dat�:
Depth ; 95-ifl0 Test ]d:
7est Conlment� ---
V#sual RestriptE�n: See phaEagraphl�s}
5arn�le Gomment; ---
Project Na: GTX-312385
�ylind�r Tested By: t�m
1�j2fi�20 CheckeQ By: 5rnd
5854f8
� Sl�k� au�-a�ility �f Shale� �nd S�mii�r Weak Racks
by ASTM D4���
Eloring xQ ���p�a xD Deptls VE9un1 Slake A�era�e As-Receivrd ��scr��rtion
GQacriptian !]urabilitiy wat�r Waiar af
Indek Wo temperature, Cantent 8/o Kragmet�ts
denrees C
T�-1 1[33-2{]-3Bfi 97,35-99,q ft 5eE �i.5 21 9.9 iype lI
phoko g ra phtsj
Commsnis: 13eacription of the app�aranr.e vf the fragm�nts retainetl in the drum:
Type I- Retalned plece5 remaln virtually unchangcd
�k"ype Il - Ret�lned materlals consist of large and smail Fragrnents
lype III � Retalned materlal Is exc�usively small fragmen�s
Befiqre Test:
After Test:
� -,3 . . ,.,.., ._ ,,1< _.. PLAT� B.'I
�e�Testi�g
f �i A fii . .
Slake Durabili�y �� 5hales and �[mila� Weak Rocks
by ASTM a4644
9aring ip 5arnple TB Oepth VisUal 5iak� Avarag� A�-ReceEued De��rip3lorl
pescriptFan Durabllity waier Water at
IndeK °Ia ternperarture, Carttent 410 Fragments
dearees C — -• �-
'f8-x 103-��-3G6 87.5n-$g,0a Sse 87.6 21 5,9 Type iI
ft phatagraph(sj
C�mmetltS: Descrlptlon af �he eppearance oi the fragments reta�ned fn �he drum:
Type I- Retafned pfe�es remaln vlrtualiy unehanged
"Fype II - i�etakrt�d materlals cansisl• �f large and small fragrrE�nts
`Ijrpe ILI - Retairted rr�ater[al is �xCluslvely smalf fCagments
9eFore Test;
�
�4fter Test:
PLATE B.�
pxsncea Lo�^6fsa�o iF�a.:ii eI.
_ Gllent: CM] Engineerirzg, [nc,
Prajeck; Clear �ork 5kdtlan & Mal�i
������}� �� Locatlan: Fort Wtsrtl�, 17{ Prp�eck IVq; GT3�--3].�385
'7 � 8oring id: �$-3 5�mple Type: cyiinder i�sted �y; t�m
� X�. � e' � 5arrtple IQ: �03,�0-366 1'e5C ��tC: 1,Q/fl5/20 CheCked 8y: S�'nd
q�pttl � 4D-45 T�est [d: 579591
TeSt Camme nk; --- � •- - — — - -
Visual []es�riptlon: See phnkogra�h(s)
5ample �qmment; ---
Slake Durabi�ity �f Shal�s and �imil�r Vileak Ro���
by A�TM D4�44
Boring i8 S�m�sl$ ID #ept� Y��usi Sk�pte Average As-Reeeived descriptlon
descrfpti�n du��sb3FEty water Vllat�r oi
index �►u kemperature, Cuntent oi4a Rr�gmer�ts
dnarees G
TB-3 , iQ3-20-3G6 43. 5-45.� Ft Soe 98.6 21 � 4.4 7ype I
phntvgraph�sj
C4mr'rients: pescr�peEan of the appear�n�e of the Fragmenks retalned In the drum:
Type I- Ret�lned pleces remain virtuafly �nchanged
iyps II - Rset�lned rr�aterials can5lst of large and sriaall frar�ments
lype III - Retained materfa[ !s excluslvely small fr�gh�enls
Bcfor� Test:
Afte r Tsst:
, _,_. ; i '!rl'� ._ •'-" ' ,-- PLILTE Br{7
�i���@StIT��
�, � �s,
Glient: CMl] �ngln�r�ring, Inc.
Prflject: Clear Fvrk 5tatlnn & Maln
Lacatfon; Fort Worth, 7'?[ Prajeck Na; GT�-3i.�385
Boring ID; .=�g:3 ` Sample'iype: cyllnder "Tested �y; tim
San3ple Ip: �v:i-�D-355 Test Rare; ��ID5j2[] Checked �y: 5md
pepth : 50-55 Test ld: 579592
7est Cornrnent: ---
511sua! be5cription: See �hntngraph�s)
5ample Comment; ---
51ake Duraaifity of Shales ar�t� Sirr�ilar 11Veal� Roeks
by ASTM D4644
BorFng ID Sarii�flsIQ Depth Vlauaf 51aka A�erage ►4s-R�celved E��CF��ItIOR
De6�riptf�rs purab�fity wster Water oi
I�dax �!a t�r►�perdture� Cantent °Ia Fsagments
d�nrees C
7$-3 i�3-2Q-36fi SCi,�O•51.4 ft 5ee �4.� 21 �,7 Type II
photagra ph(s]
Camments; �ascriptivn af �he appearanc� vf the fragments retalr�ed in the dnim.
Type I- Retained pl�ces rema[n vlrtually unchanged
1yp� II - Retained materla�s tanslsk of large and small fragments
lype III - Retalned rnaterlal fs exclusively small Frag►rients
6efore Test;
A�ter �est;
pXisitad :GrJdJ�9su 3:Sar
Pl„ATE 8.4
� 3 iva zr3 3r� sa.�a-s�.uo n
Cll�nt; CM] Engineering, In�,
_ Projett: Cl�ar Fark 5tatlan & Maln
�������� �� Sor1�g to: T8 3 arth. Tx
� x �r � = � Y 5ample I17: !�3-ZD-366
nPnrh � ��-75
FrojeCk No: GTi(-3123�5
Sarnple lype; �yllnder Tested By: tlm
Test Q�te: 14J05�2[] Checked By: smd
Test Id; 579593
T�st C:amCnent, --- - - - -- ^^...._
Visual Descrfptfan; 5ee phatagraph(sj
Samp�e Cflmrri2nt: ---
5lake Durab�iii�y vf Shales and Similar IN�ak RockS
by fi�STM D4644
Barin� ID S��ple ID Qepth Vi�ua! 5l�Ice Avere�� As-Receiv�d Descrlpt�an
ae�crfptian D�rrnbllfty wat�r lrlrater af
Index % temperatur$, C�ntent °� Fragrnents
dearees C
�.�-� 103-ZQ-366 73,5Q-75 ft See 93.4 22 5.1 rype II
ph atopra pt��sy
Comments: Des�rFptlan �f the appear�ne� DF the fl'ac�ments retalned in the dr�m:
Typc I- Retained pleces remaln virkually unchanged
Type II - ReL•alned materlals conslst oF IargE and smaN �ragments
"fype III - R�lalned �r�aCerlal Is �xclusiv�ly srnal� fragrn�nts
BeFare Test;
After Test;
� � � - .- . � PLATE B.5
���1T�Sf#�1�
� � . I. _ -
Cllent: CM] Engineerin�, Tnc.
Projett: �I�ar Fork 5tatlon & Nla�n
Lacatlon. Fort Worth, TX Proje�t No; GT3�-312385
Borkng ID: �'�=3 : Sample Type: cy[inder Tested $y: tlm
Sample fo: 103-2a-366 Test Oate: 10��5j2� Chetked By; sir�d
Depth t 9�-95 Te5t Id; 579594
iest Corr�ment: ---
Vlsual nes�rlptlan: 5ee photDgraph[sj
Sarnple �Commen#; ---
Slake �urabili�y a� Shal�s an� 5imilar Weak Rv�ks
by ASTM D464�4
Bqt`ing �D s�smple �D Oepth Visual Slake Average As-Receiv�d �escrlptinn
�as�riptian Quralsllkty water Wa#er aF
Lndex °Io temp�rat�reR Cnnt�nx +]+o Fragments
d�arees G
� 1i13•iU-3h15 93,�-�S ft See 17 2 �-- �� - 14.1 �1{�L= lE
T8-� � photngraph{s) �
Comments: Descriptlor� vf the �pp�arance af the Fragments retafned In tl�e drum;
'rype I- Rataii�cd pleces remaln v�rtuall�+ unchang�d
7ype II - Retalned maEerials canslst aF large and smal� fragments
Type iI1 - Retalned matertaf Is exclusfvely sma41 �ragments
B�fpre T�st:
AFk�r TesY�
'r=-,ceci �0l_1762o i*�. �'� s..
pI..�TE B.6
ClfenC: CM] Lng}neering, IrTC.
P�'aject� Cle�r�ark Statian &Nlain
���������� 1.ocation; Fort Wo�til, � Project Na: �"F')(•312385
Borir�g ID; �g_� Sample 7ype, eylindEr Tested By; Nm
i i� e n t S 5 5amp[e ID: 1{#3-�0-356 Test Date: 10�25/�0 Checked �#y; 5tnd
depth : 65-70 TestJd: 5£3542a
Test Comment; ---
Visual i]escrlptEan: 5ee ph�tngraph(sj
Sampl� Comm�nt: ---
�lak� Du�abifity �� Shales and Similar 11�l�al� Rac:ks
by A�TM D4�44
Baring IU Sempie Y� Uept� Vlsuai Sla�Ce Average qs�ReaeT►r�d �etcr[ption
Desrrip#i�n durabilitq water Water al
Index �lu temparature, Content �a Fre��nents
dearees C
"�- " 103-24-3&b £6.32-GB.p ft See 7�.9 22 7.9 Typ.2 li
7B-B photagraph{5) r
�omrnents: �escriptfan of th� appearance oF the fr-agments retalned In the dtunt:
Type I- Retalrted pieces remafn �lrtually unchanged
Type II - Rsetain�d matcrials canslst af larg� and small fragmen#s
Type III - Retaln�d rnate�•ia� �s excluslvefy smali fragments
BeF�re Test:
AfCer Test;
� _ - - - _ : � =- - PLA"f E g.T
��m�%s�#i�g
� � �. .
Sjake Durabili�y ❑f Sh�les and �imilar V�leak Rocks
by ASTM Q4f �4
Boring Ea Sa�nple IR 17epth Viau�l Slal�e Avara�v As-ftecefved ae��rlptiQn
Descriptlan ourahl�ity water Water of
Yndex °h tomparatur�, Canient °fo Fragtnents
d�arees C _..�.
- ——la:i-ZQ-3G� 32.fi5-3� [tf S�e 93,�T �k 6,1 �T�r�]e tI
�r� Photagraph{sj
Camments; ae�crlptlan of [he appearance aF the iragment� retafn�d In th� drum:
TYp�e I- 1��tained ple�es remalrt virkUally Urychanged
rype II - Retalned mater�als cansist vf iarg� and srl�ait Fragments
Type ]II - Etetained n�aterfal is excEusively small Fragrnents
�efare Test:
Rfter �'est;
PLATE B.8
}�rfotterI if]/=/x0:S1 3: ;4�5: .
� pr❑je�k; Cl�ar Fark 5#ativn & Maln
������}��� Locatlon: rort WorCf�, `f5C
; B�ring ID�
7B-7
f x P R E S 5 5�mple iL?: ia3-2�-3Gf
Depkh : 45-50
%st �qmmank; ---
5ample Type� cy3fnder TesEed By: �fm
3"�st i�ate: 101�Sj2fl Ghecke.d F�Y: ssnd
Uisual Des�r�ptian: Sa� phv�+ograph{s)
Sample Camment: ---
5l�k� �urability af �haf�s and Similar 1Nea� Ra�ks
by ASTM �4�44
BaHng I� Sart�ple ID Depli� ViSu�i 5#�3cs Av�rage As-itecelue�i I)esarlptlon
Dnecr�ptfon purabliity �uvater Wx�ter nf
iirdex Wc tnmpera#ure, Caretent �a F�agment�
d�drees� C
u In��•:t0-3G6 45,7Q-47 #t See --- �3.9 �Z 5.6 �+pe II
1"B-T p�lokogr�ph�&)
Comm�nts: Uescrlptlan af the appearance af the fragments r�kalneCi In Ehe dru��7;
Typc I- Retalned pfeces remaln vlrtua�iy unchanged
Type If - Retafned ipaterla Is consist oP large �nrl smal! fragm�nts
Typ� III -€tek�ined materlal Is exclusiv�e{y smal�l Fragments
E�eFare Tist;
AFter Tesr:
_ - _, PL.ATE B.9
1
�i�1�T� $t1�Ir�+g
k �'"� :
�lake Durabil�ty af �hales and 5imilar Vl�eak Racks
by ASTM ��fi4�
�or�ng xi] Sample It7 Dapth ►Ii�ual 51�ke Aaerage As-Received Oescrip�ian
[}�sc�riptivn qurabi�tty water Water af
InBex a/e ternperat��re, Cont�nt °Ia FrAgmen#s
dearmes C
1�3-20-366 1D7.24-Ifi9 See 8Y.4 �I 5,Z ��P� �I
TB-1 Et phokograph{s)
Comments. f�escrfptivn of khe appearan�e vf tNe fragm�nt�s r�talned ln tl�e drurr�:
Type I- Retained p�e�es r�main vlrtual#y unchangcd
7ype II - Retained matarlais canslst of large and small �ragm�nts
iype 1TI - R�tained materlal Is exeluslveiy small Fragrraents
Before 'fest:
After Test;
pr3nle�t 1n/sl2c2q 2:'�c5i :.
PLATE B.'� 0
Cffent: CM] Engineeri�g� Ir1�,
� PrDje[t: Cleal' Fork Stal•ia� & Maln
���Z� ����� FSor nt9 Ta; TB-g orth, T� ' Sample 'Ty
� X p�q E g_ 5amp�e 1!?: z03-�d-3fi6 Test [7ate,
De�th ; 44-$S TeSC Id;
Test Comment; -_-
Vfsual [7eserlptian: 5ee phofiagraph�s�
Sarnple CommenC; ---
_ Prv,�ect IVa: ,i'"f}C-31Z385
. �ylinder Test�d 6y: �tlm �--�..
10�2fi��Q Ch�cked gy; sm[1
585421
S��ke Qurability af Sh�Ies and Sirr�ilar Weak Roc4�s
by AST� �464�
� Ba�rirtg ID S�mplo IC1 pepth Vi9ua! 5l�ke A�ei��y� As-Reee[ved 17e�ari�ti�n
�escriptlan ��rabllity water Vkl�ter of
index °Ja tesmpergture, Cnntent a/a �ragrr►ents
_ riearees C
78-$ 1�3-20-365 �12.0-43,59 ft ^S�e 97.1 �i A.3 Type I
phahogra ph(s}
CQmir�enYs: L]esGrfptlan aF the appearance oF the fragrnents retained Irt the drum:
Type T- Retalned pleces remain vlrtually wlchar�ged
�ype II - Retalned mat�rlals canslst af large and sm�li fragmenks
lype Iiz - t�taln�d materla� Is exclusEvely small fragments
aefcre 'f�st;
AFter Test:
, �� d, _ . . . ���rE a. � �
� r '
���1"e�#�r��
` x - - -
Slake Qurability Q'� Shal�� and S�rrfilar 1Neak Rocks
by ASTM Q4C 44
Boring t� S�rtiple'I17 �apth visual aieke A�erpge As-Recai►�sd 1��crtptIon
DesGriptio�ti Duralsility waker Water af
Ynd�x Wa temporature, Centent'r/o Fragrrren#s
deurees C
TB�BB 103-Zt7-3b6 �7.U-28.65 ft 5ee 98.� 21 si.3 PI� I
photo9� Ph{Sy �
Comm�nts: oescriptlon vf the appearance of tiie fragmen�s retalned In the drum;
Type i- Retalned p[eces remain uirtualiy unchanged
TyP� zx - Retalnsd materials cons3st �F larg� and small fragments
'3ype iII - R�tained rnaY.erial Is ex�l�slv�ly small fragrn�nts
B�fore 7est;
After Test:
���«��� :���:t3ozn �-:9�= = .�; PLATE B.�2
�'ii�1�T�S�lr�t�'
Elf PRFa!�
Cfl�nt; CM7 Engineering, Inc.
prQject; �lear Fork Statfon & Nialn
Lacatlan; F4rr WOYth, 7M Prriject IYa• G77L-3123�5
8oring iD; T�-9 5arnpke Type. cylinc3er T�sked By.. rtT1
5am�le ID; zi7:i•�{]-3G5 Test l]ate: 1�145J�D C�e�ced By; n/a
�epth : �5-30 Test]d; 57959B
7est Camment; ---
�lfsual Descrlpkion; See pY�otographtsj
Sample Commene: .�-
Slal�� �ur�bifity a� �hal�s and �imilar 1Neal� Ra�ks
by ASTM L�4���F
B�ring ID SatsipiQ TD D�pth Visua� 5lalce Rverage Ax-itere�ved Uescri�tion
Descrfpt3ori DurRbll(ty wa#er Water n(
#ad�x �lo temperxr�ure, Cante��t °ld FraQrtten;i
� d�asees C
--� I�3-��-365 �5.5-�7 fk See 95.6 22 5.5 (ype 1
�Q-� photograph[sj
Cammcnts: Descrl�ttvn of L•he appearance oF the Pr�grnenks retafned in Che drum;
7ype I- RetaE���d p)eces remaln vlrtually unehanged
Type ZI - ReCained materlals consist nf iarge and Stnall fragrrtents
Ty�� II[ - Reta(n�d materiai Is exciuslvefy smalZ Fragments
BeFnr� Test:
AFter 7est:
� � ` , - -. •_ � PLATE E3.13
�+��T�S�rr��
e w � � � _
1"est Comment: ---
Visual bescrlptkon: Se� phDtagraph{sj
Sampfe CvrnmenC: ---
Clieslki CNl] Englneering, InC. '
Project: Clear Fork StatEan 8e Malri
Ln�atlan: Fort Worth, T?{
Boring Ia: T.B-9
Sample TD; Ia3-2Q-366
De�th : 54-55
S�ake Dura�il��y �� 5hales an� Simllar 1fUeak Rocl�s
by A�TNi D�C44
Boriny I� S�tnple ID Dept�► Vlstial 91ake Aiierage Iis-Recelued Q�rsC�'igtion
Descrlp#Ion oura6ility water W�t�r o�
Ind$x °Yv Eamp�rttte�rer CanLent �Jo Fragments
d�nrees C
103-2f3-3b6 �3.5-55 ft 5ee 66,6 � 1� � 8,5 'NPe II
�B-9 photagraph[s}
Comments: �eserlption vf the appearance af the Fragments r�ta[ned In the drum:
�+pe I- Reta�ned pieces remaln vlrtua�ly unchanged
Tj�pe II - Retait3ed ►nat�rfais eanslst Qf large and sr�alE fragmerl#s
Type III - R,etained rrtaterlal Is eXcluslvely srnall Eragments
$2f01� Test�
praject Na: GTX-332365
5ampl� 7ype; cylinder T�sted Ry: tIm
Test Pate: 141a'�f�n Checked ey: smd
Test Td: 579599
After Test;
rrsnc�a i�r_rsaz� i�_�:._ ...
RLATE B.'I�
�
�
Bvrin� i� � Sarnple m� oepth � uis�iat
beacriptipr�
183-aa-3b� 93.5-95 Ft 5ee
��"� pF��tog rap h (s J
51$ite A�erAge As-Ftecei�ad Gescrlpt�vn
Dur�l�3lity water Wate� nt
Index 9fn temporr�ture, Cnn#ent 4!n Fragr�sent�i
de�ra�s C
91,8 2i 5.1 l�pe �!
Comments: aescripklan pf khe appearance of the fragmen#s retalned in FFee dru�rn:
Type I- Re[�ined pfeces remaln ylrtually unchang�d
7ype II - Retained materlals conslst af large and small fragrrrents
i"ype TIF -�eEalned material Es �xcluslvely smail fragments
BePore %st:
Aftver Test:
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�� �,NCx�i�T�ERI,i�G, INC.
7fi3G I�ebble lJxive
I�aE•t ��Clnrtki, Texas 7G118
�vtviv.crnjcngr.�nns
�ecember 1 �, 202�
�{iml�y-Horn and A�sc�iates, Ir�c,
8U9 Cherry 5#reet, Unit 91, Suit� 1300
Fort IfV�rth, Texas 7810�
Attn: Mr. Josh Kerc�o, P.E.
RE: �4DDENRLJM #1 — ADDITl�NAL LABORAT4RY TESTING
CLEAR FDRK 1,IFT STATft�N ANO �QRCE MAIN
�4LaNG C��AR ��R�C TRINlTY RIVER �R�Ni
NI. OF RQGERS AVENUE TC3 W. 5TH STREET
F�RT WQRTFi, TExAS
GM.] REPC�RT N0.'ID3-2�-38�
Dea�r illlr_ K�rcha:
CMJ Engirl��ring, Inc. ��MJ) �erFarmad #h� geotech�i�al inu�stigatian for this pra��ct with
results canf�9nad In CMJ R��ari 103-2�-366 �ated October 3�, 2���. F'allawir�g issua�ce of ths
r���rt, additi�nal lab�ratary tss#ing cansi5ting of material gradation analyses f�-vm s�aecfed
bori�gs at speaiflc de�th interv�ls were requested �y �ir. Mattttew 5, lll��llin, P.E, of Benr�ett
Trenchlass Engineers. The attache� plates 1 thraugYt 5, Rarticl� Size Analy�es, �resent the
results af the �dditional fabora�ory tests and camp�ete this report add�ndum.
CMJ ap�r�ci�tes the ap�ortunity t� pertarm the additionai laborafory testing far the prapus�d
force main praject as requested. 5hould questians arise �n Infarmatian con#ain�d herein,
please canta�t ►as.
Raspectfufly submitfed, � �� oF �;4�d}
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�MJ EhT�INEELtING, XN�, �" �•'' � '' • s M�
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Pres dent
Tex s [V�. 97�4D2
c�gies s�hmitted: (�) Nlr. Jnsh Ker�ha, R.E.; Kimley-H�rn and Associa#es, }nc. �email)
(�� N1r, Matthew S. Wa�lin, P,�., Bennett T'rencfiless Englneers 4ernail�
attac�ments: Plates 7 through 5
IAfyanc (817) 284-9�Ofl Fax (8Y7) 5$a�93�3 Mctisn �813J �a89-9992
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� Deptl�: 33.5-35 �ampfe Numbar: 'rB-�
�MJ ENGINEERlNG, {NC.
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PLATE 'I
Par�i�le 5ize Di��ri�iutior� R�por�
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Proje�: Clezr �'ork
� Depth: �3.5�5 Sample IVumh�r: 7'B-i
CMJ �NC,II►EEERING, INC.
Fart �orth. Texas
USCS I AASH�O
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M��erlal €7eseri�iion
P�`vject No. 103-2f}-3GG Cl[ent: �imiep-Hai�r► S� Assa�i�tcs
Pro�ec#: C1e�r �`�rk
o �epth: 38.5-4U Sarnple NUmhBr. 'l"B-2
�NGINEERlNG, ING.
L�SCS i AASHT4
�r�ts:
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Materlal Descript[�n
Project Na� 103-24-36G Clietlt: I�iznt�y-�Ioxn & Ass�ciates
Proj�ct: Cle�• Fsuis
❑ �epih: 33.5-35 Sam�[e N�amber: T�-4
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PLATE 4
Par�i�l� Si�e Dis�ribu�i�n R�porf
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cQarse E�ine oars Niediurn Fin$
19.h 25..3 8.0
°� Finas
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12.7 3.a
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g.���� �.�ai� z.a�� a.�� a:D655 o.a2s� �.�� ���.i i
Mab�rial Descriptian U�CS AASHTD
�roj��t �d. l U3-�U-3Gfr Glisnt: ICi�ley-Hox�n & Assnciates
�rojeCt: Clear Foxk
o Depth: l8-�p Sample Murnber:'['a-8
�.�� �MJ ENGINEERING,INC.
Fo�t 1�Uorth. Texas
arks:
PLATE &
Pa�icle Size Dis�ri�autian R�p�rt
�C-�.U�.I� Mi.norY�� and Wom�n �lvvned Business
EnterprY�e Co�nnplianGe
THIS PA�E LEFT II�T�NTI��ALLY BLAI�TI�
CTTY OF FaitT WdRTF{ CL�AR FDRI� FOACE MAiN
STANDARD CDIHSTR[iCTIC3IY SPF's4:INlCAT[OI�! DQCLTM�N 1'S City P�n�c:ct Aiu. ZOa946
Reviaed 7aly 1, 201 ]
CITY QF FORT W�RTH CLHAR FDRA F�RC$ �++iA.IN
5TAIVIIARD CQNSTRUC:ITOI+I SPECIFICATaON ]70CUMENT'S City ProjeEt Nn. l 04998
Revised luly !, ?Al l
F�RT'��R�H,
��ty af Fort Worth
Business Equity Division Spec�fica�ions
SPECIAL INSTRUCTI�NS FdR OFFERQRS
AP�LiCAT[DN aF P�LiCY
If the latal dalEar �alue af tne ca�tract �s $10d,�d� or tnare, then a Bus[ness �c��ity cor�tracting gQal is applicable_
A Busing�s Euully Firms refcrs to certified Mfnarity-, :�ndfar Wa�tier�-, owrie�l Bu�ine�s Enterp�ises tMfW�i�]
POLiCY STATEIIA�NT
lt is the policy of the City of F�rt Warth to ensure #he full and equitable participatian af Business Equity
Firrns when appjicable, in the pro�urement vf all gaods and services. Afl requirements and r�gu{ations stated
in the City's current Business �quity Oidinance Nv.24534-1 �-20�t� apply to this bid.
eus�NEss
7h� �'ity's MlWB� goa�l an #his qro�ect is
(If f9C1t�[d�. ut�ded] T�lE Cr`it]+'s QBE g�al an thi� pr�ject !s
`k o# the base hid �alue of the contr�ct.
u�� of ths �ase �id vafue �f th�e contract_
a�usiness �quity Prime Con4ra�tar can count it's self-perforrnar�ce services towards meeting the Buslness �quity Gaal for
the assign�d NAICS cornmadity codes on their MeE or WB� certificatian. If the �usiness �quEty Prime Cantractor cannat
self-p�rEarm alf of fhe work, it wil] be accauntable for sub�ontracting wiih �ertified Business �quity flrms ta m�ct the overall
goa1.
GOMPLIANCE TD BID SPECLFICATIDNS
On City contra�ts $10�,fl0� or more whera a Business Equity Gaal is a'pplied, afferors ara raguired to comply with the intent
of the City's Business Equity Ordinance by rneeting or exceeding th� above stafed goal tk�rough one of the fnllawing
methads: 1. Business Equity suhcantracting participatian, ar; �. �ommercial usaful function services p�rtormad �y
�he Business Equity Prime ta caunt tawar�ls the gaal, ar; 3. Cambinafian af Susiness Equity Prime serviees and
Business Equity suhenntracting parficipatian, ar; 4. �usiness Equity Joint Venture parEi�ipatian, or; 5. Goad Faith
�ffart docurnenta�ionr or; fi. Prime Waiver dvice�rnentation.
5U6A�ITTAL OF RE�UIRE� D�GLJMENTATI�N
The Utiiixat�nn Pian shall he due af th� time specified in the salicYtation. The appli�aa�e documsnfs muat be
re�eiv�d by the Purehasing Divisi�n, within the ttme allocated, in c�rder f�r the enfire bid ta be consid�red responslve
to the specifications. The ofFer�r shaff deliver the Business Equi#y dacumentation in person ��r emai� If designated within
praject specifiaations} ta th� apprapriate �mplayee of fhe PurGhas9r�g ❑ivision and ❑btain a dateltim� r�ceipt. 5uch receipt
sha11 k�e eviden�e that #he Gity received #he da�umentatian in the time allocated. Documents �re t� i�e re�eived no
later than 2:04 �a.m„ an the secand City husiness day affer the F�id apening date, exclusivs mf ths hid apening date.
Faxed co ies will not be acce ted.
Tha �fferor rnust su�mit one of the following documentatlart:
'I. kitlllr.�t�on �arm, if the gaal is rnct ar excaeded, �
�. Gaad Faith Effort Farm and iltil�zatf�rt Form, including suppvrting dacumentation, if participation Is less than stated goal,
or na e�sirtess �qui[y participatian is ac�am�lished, .
3. Prime �antractar Wal►►�r �arm, inciud�ng s�apparting da�mentation,if th� OfiFerar wifi pei-forrn all se�bcontractinglsupplier
vppartu ni#ies, , .
d_ .Joint Venture Farm, ii gaal is rn�t ar exceeded with a Joint Ventur�,
These forms can i�� found v�-Ifn� at: htt s:lJa s.fat'�wor�htexas. aviPra ectResourcesJ.
FA�LURE TQ C�MPLV W�'�'H THE C1TY'S BU5[NE�S EQl11TY nRUINANCE, W[LL it�SULT IA1 iH� E3ID 6��N�
��NSII7�E��E] N�N-R�S�ONSIV� T� SPE�IFICATiONS.
FA�LlIRE rtC] 5U8Mli �'HE REi�UlF2E[] BfiS�N�SS EQUITY DOCUM�NTA�fQiV W1LL RESU�.T 1H THE �f❑ BEING
CONSla�RE❑ hIQN-R�5PaH5lV�. A SEC�Pia FAltiLJR� W1LL RESi�iT I�f 7H� DFfERQR B�ih[G �ISQE3�lLIFiEC]
FOR A['�RIOD OF �I�E Y£AR. THREE �AiL�fRES IN A FIVE YEAR PE1�la0 W1LL R�SIJLT lN A
�fSQl3ALfF1�At10[� PERlOD (]F THRE� 4'�dRS.
pny quesfions, please cantact the 8usiness Equity Divisian at {817} 392-2674.
�epartm�nt of �iversity and ]nclusio�n
gusiness Equity Qivision
�mail: DVII�_BE�ffi�e�fortw4rthtexas.gov
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�����Vo�TH
City of Fort WQ�th
Business Equi#y Dir►isian
Prime Contra�tor 1Naia�r Form
ATT'ELGH M� I+fT 1 �
Page 1 of 1
PRIMEIOFFEROR Ghack applieahl� 6axio de&a�ihe P[Imel
GOMPANY NAME: 4ffero 's Certificatian
8: ;int;:.; Non 'iu-:_ ...
PRdJECT NAIN�• EO"' _�'"'' E ui_ iiirl� W
� Blfl QA��
City's �usiness Equity 6oa1� flfferor's 9uslness �quity Prajeck CammltrnerrE: PRO�ECT NUM�ER
% ��u
lf bath answers to this form are YES, do not complete ATTACHM�N7 1C (Good Faith Effort Fo�mj, A!I questions on
this farm rnust be romple#ed and provide a deta�led ex lanatian. If the answer to elther question is N0, then yau
must campl�ts A77ACHIviEiVT '�C, 3his f�rm is �n1y applicable if bath answers are yes_
Failure t� campfete t�is fvrm in its entit'�ty arid be reeefved hy #he PurchasErr�l L3laision no laf�r than 2:00
p.m., on the second City t�usiness dav after bi_d 9r�ertirtn, excluslve n€ the hid apening date, wiii resu#t in
th4 b�d being cansidered non-respons+�re ta hid specificatians.
Will you periorm this entire C�ntract rniithaut suhcontractors? � YES
If yes, please provide a detailed explanation that pro��s �ased on #he size and seope of this ❑ �a
pr�je�t, this is yaur narmal business prac#ice �nd provide an operation�l �rafile af your bu5iness.
Will you p�rfvrrn this entire cnntract without sup�ali�rs? ❑ YE�
If yes, please provide a d�tailed explanation ihat proves based an the size and scape fl�'this
project, ihis is yaur narmal business practice and provide an inventory prafile af your business. � M�]
The Pr�mel4fFerar further agrees fi� provida, directly to the City upon requesf, corn�lete and accurate
informatian regarding actuaa work per�ormed fay all subcantractars, inGluding Susiness Equity firms an this contract,
the payment thereof and any prapased changes to fhe original Business �quity firm arrangements su�amitted with
this k�id_ �he PrimelafFeror also agrees ta allaw an audit andJar exarninatian af any baaks, records and fifes held
by their c�mpany that will su�stantiate the actual work perfar�ned by the gusiness Equiky firms vn this cantract,
by an authorized officer ar employee af the Gity. Any intentional andlar knowing misrepresentation of facts will
be grounds �ar terrriinating the contract ar debarment fram �ity wark far a period of nvt less than thre� �3} years
and for ir�itiating actian under Federal, State ar l.acal laws cancerning false statements. Any failure to comply w9th
this ordinance creates a rnaterial brea�h of contract and may result in a de#errninat[on af an irresponsible Prlme!
afferar and barred from partieipating in City work far a periad of time not less than one {1 } year.
Authorized 5ignature
TItIQ
Campany �lama
Address
Citylstatol�ip
�rinted Sign�ture
Cnntact Name �if different}
Phane Number
Email Ar�dress
❑ats
�usiness Equity ❑ivisivn
�maii: �VIN BEdffice@fortworfhkex�s,g�q�
Phpne: (S17) 392-2674
�ffective 6iffl112�21
���� ���T�_ �lf]/ Q� FDi� iN��i1 A�TACHMENT '1C
BLI51f'I�SS E�L11fjI aIIIISIQI'1 Page 7 af4
�ood .Faith Ef�ort �orrn
PR1�IEJQFFERI�R Check a�plicahlc hox to descri�e
COMPANY NAME: Prirnel4fFeror's Certific$flon
Buslnea� Ey� .y n Ne^-8�� 'nps S
PROJ�Cl' NAME_ � ' �--� � � ���'
Bli] �ATE
eusiness �qufty Gaal: afFerar's Business Equity Goal Cammitmrsnt; PROJ�CT NUMBER
�/0 4In
lf k#ti� Offerar dsd not rneet or exceetk the �usirtess Equity Gaa1 far this project, the �rirr�elD�Feror rnust cdrry�rlece
this form.
1f the Primel�'f�erar's rn�thad of c�mplianc� wiih th� susin�ss Equiiy Gaa! is hased
upar� demonstrativn of a"Caod Faith Ei�c�r�", the Primel0f��r4r will have the k�urder� af
c�rrectly and a�curately preparing and su�amitt9ng the documentation re�uir�d by the
City. Gompliance with �ach item, 'I thru 1U bel�w, shalf sa�isfy the �aod �aith Effort
rec}uirern�nt absent pro�f of fraud, intentional andlor knovuing misr�presentation af the facts
ar intentional dis�riminati�n by th� Primel�fferor.
FailurQ fa complefe this farm, ir� its �n#ir�#y with sug�arting docum�ntativr�, anri recei�ed hy the
Purchasing di�isian no later t�tan 2;44 p.m. an the s4cand City h�siness day sfter kafd opening, excius�r►e
of bid �pening dat�, will resc�lt ira the bid beir�g consider�d n�n-rasponsiue to bid specificatinns.
1,� Please list each and euery sul�cantracting andlor sup�fier ❑pportunity fnr th� enmp�etinn af thls
project, regardless of wY�ether �t ls ta he provided by a Btasiness Equity firm ar non-6usiMess
�quity iirm. DO N�T LISi NAM�S ❑� FIRMSj. On al� prajects, the f�rimel4ifervr must lis� �ach
subcantracting and ar supplier ❑ppartunify regardless af t9er.
lUse additionaf sheets, if necessary]
List of Subcontractin.g Oppartunities l.ist af Supplier �ppnrtunities
�ffsCtjwa 611a112�21
ATTACHMEFiT 'IC
Rage 2 of 4
2.y Dbtain a current (noi mor� than Ewo �2j months ald fram fhs hid o�en date) list vf Business Equity
subcontra�#ors andlor suppli�rs fr�rn the City's Business Equity Di�isfon.
� Yes
� Na
Date of Listing
3.} �Id you solici# bids from Business Equlty flrtnsf within tha suhcantractin� andlor supplier areas
previo�sly lisfed, at least t�n calendar days prior fv bid opening �y telephone, exciusive nf tf�e day the
h9ds are opened7
� Y�S (If yes, attaeh list to inc�ude nama o! Business EQulty ffrm, erson contactad, phone number and date and tirr=e of contact.)
❑ IVD
�4.} Did ynu svl9cft L�ids fram �usiness E�uity frrms, with4n the su�acantracting andlor supplier areas
preuiaus�y listed, at lea�t t�n aalendar days priar ia bid apening by fax, exalusl►►e of the day the bids are
apened?
� YeS �If yes, attach list to include name nf B�siness Equlty flrm, fax number and date and time af cantact. In addltlan, if the fax is
retumed as un��liverahle, then fhat "�ndeliveraf�le confirmatlon�� peeeivad rnust be printed direet[yfrflm tha Faesimfls far
pr�per da�umenfation. Failure to submit eonfirmat3on andlor "undeliu�rable canfir►naflon'° decum�ntatlan may renderfhe
� �� G�� non-r�sponsive,j
5.} Did you salicit E��ds from B�slne.ss �quity firms, within the su�carrtracting an�dlor supplisr areas
preuiously listed, a# leasf ten calendar daps prior t�o k�ld opening ay email, excltasia� vf fhe �€ay fhe b9ds are
opened7
��gg �if yes, attach email canfirma#ian ko include narr�e af 8usiness Equity firm, daie and tlme. fn additissn, ii an
email is returned as undeil►rerahle, then that "undeli�erap[e messaga" rec�lpt rriust �e print�d direcfly from the
� N8 email system far proper daeumenfat�on. Fallure ta su6mit ppnfirmatfon andlor °'undeHver'able rnessage"
cioeum4ntation rnay rendertha G�� non-respons#ve.j
�[07'�; The [h�ee metho�is id�ntifi�d a�ov� ar� acceptah(e far so�icitfng bids, and �acE, �etected
�method m�st be agplf�d ta #he appticabl� contract. The Prirn�lditerar must dacument Ehat either �t
i�ast two atC�mpts were frsade usln� two of th� three meshads pr ihat at I��st one s�sccessf�i �on#ac# vua$
made �si�g nne of the thr'e� m�thnds in arder to d�emed respansive ta the G�ed Faith Effort rer}uiremerrt.
NC�TE: Yhe prit'nef�f�ernr m�sst eant�at ths entire 8e�siness �quity list specific #a �ach
su�icantracting and stappiler apporttinsty t4 be in aampliance with q�estion$ 3 ti�ru 3.
f.} Did y�u prrniide plans arrd spe�iiicatians ta patenfial eusiness �quity firms?
� Yes
❑ �4
7.� Did yau penvide th� Inforrnation regarding the loeation of �lans and speclfications irt arder ta asslst
the Buslne$s Equity firms�
❑ Yes
� yo
Etfective 01109l2421
ATTACHMEN�iC
Page 3 af �1
S.j �id yrnu prepare a quntation far the Rusin�ss E�uity firms tn bid an gaodslser►�Ices spe�R�ic t,o their
skill sat?
� YBS �If ygs, attach all coples of quvtationa.y
� No
9.} Was the conf�ac# infvrrnation an any of the listJngs not valid?
�If yss, attac h the tnfarrnation that was nat valld En ordar for 4hs Bus9necs Equity divisibn to address
� Y�s tha corre�tions needed,]
� I►IO
'IQ.) Submit documentatian if �asiness Equity frms quotes were rejected. The dncumentatian sul�mitt�d
s�rould iae in the flrms forms of an afiidavit, lnclud� a detaiEed �xpianatian ofwhy the Business Equity firms
was rejecfed and any supp�rting dacument,�,#ion the PrimelOfFerarwishes to be cons[d�red by the Gity. In th�
event qf a bana fid� d9spute Goncernirtg quales, fh� PrirnelOfferar wi�l prnvide far conflden#ia1 in-camera
access tn an inspectiQn af any relevant docutx�et�tatlan by City p�rsannel.
leas� e�se addf[lona! s�ieefs if �neGessa , and at#ach.
Gorn an Nam� Tele hone Cantaat Person Scn e a# Work Reason for Re ection
AL]�1TIDI�AL 1hiF�RMA7I�IV'
Pleass provlde additianal �nfarrnati4n you feel will further explaln y�our goad and honest efforts tn abtain
Business Equfty firrn parkici�ation nn this projeot.
The Primel��fferor furt�er agrees to provide, d�rec�ly 'E� the �ity u�an reques�,
compfete ar�d accurate informat�an regarding ac#ual work performed on this contract,
fhe payment thereQf and any pra�osed changes to the ariginal arrangements submitted
w�th this bid. The Prirnef�fF�rar also agrees tv aMlaw �n aud�t andlvr sxamination af any
boaks, re�ords and fi[es h�ld hy their campany that wil[ subs#antiate �he actu�l w+ork
perFarm�d an this cantract, b� an a�thori�,ed ofFicer or employee of #he City.
►4 Bidder or Contractor who intentianal�y andlor knowingly misrspr�sents mat�rial facts
shall be Deharred #or a perivd vf time af not less than thre�a �3] years.
�#fe�ti�s n�{�o�ll2�21
ATTACHMENT 9 G
Page 4 of 4
The undersigned certifies that the infvrmat+an pravided and the Business Equity frms
fisted wasfwere contacted in good faith. 1# is unders#ood tl�at any Business Equ�ty frms
listed irt At�aGhrnent 'I C will be ca�tac#ed and the reasans for not us�ng t�tem will he
veriFied by the City's Bus�ness Eq�ity Dfvision.
Auiharized 5ignature
T�tr�
Company AEartne
Address
GitylStat��Zip
Printecf 5ignature
Cantact Name and T�tle [if different]
Phone Nurnber
Email Address
Date
Business E�uity Di�ision
EmaiL• DVII� B�Offita�[c�fortworfhiexas.g�v
Phane: (817j 392-2fi74
EfFective Di}09I2021
F��� ����'�:
Mame of City project:
vcnture infnrmaiinn:
J�int Vcnt�re l�arne:
3�int Vcnture Address;
(Tj'r��aplicahle�
Teiephone:
r'ax;
C:ITY {3F F�RT W�RTH
Joint �entuxe El'��'x_k�xl.i�y l+arm
,'111 q�eestia�s must he answered; usc "�'4Yd"if ��nc appiicand�
A joint venture form mnst be c�mpteted �zn each pmjcct
f21�'P1F3idlProjcct Numb�x•:
� -rnai 1:
Joint V�nture
Page 1 af 3
ldentify rhe firnvs tlaat cnmprise the joint vc�.tur�:
Ple�se attach extra sheeis if �dditivnal spaee is reguired ta provida detaileri explarrations af N�ork to be perfnrmed by aaGh {irm c�mprising the
iaint +rer�ture
Busine�tis k'quity
Fi�Tn 1Vame:
Business Fitxn
C'nn�ct l\ame:
Busiiiess
�ddress:
Tc�cpl�ane:
E-mail:
�erti�Cafion Status=
N ame of Certlfyt�g Ageacy:
Fax:
F ui Tirm �lame•
8usin2ss H'irm
: antact t�(aiue:
Bu3zncss
Adc�ress:
"felephane;
E-inail'
�
Fux:
�. Sco e itf woxk erf"nrmed � the Jair►# VeYrturc:
Dcscrihe the s�a e oF wvrk oi ihe 13usiness k; ❑i r�irm: Ues��il]e thC sCo c of �vnrk of the ��on-Burine�s � ui firm�:
�fl e�tive a1 fU112021
Joint Venturs
Page 2 af 3
3. W�at is f.he percenta�e of Busiauess Equity firtu parficipati�n an tliis jotnt �eaxkure cflrxnting towards the
�raJect gnal?
�. Atkac�i a copy uf the joint ��nture agreement,
6. Idcntify �y x�arne, race, se� �nd �rm thase individuals {with titles} who are resp��isi6le far the day-C�-day
mar�:�geme�t and deci��an maki.�g afthe,jaini r�enture:
Fin�ncial deci�ions
(ta inolude Accc�unt T'ayahlc and iteeei+r�'bEe):
Management decisinns:
a, Estimating
---------------- ----------------------._. _._----------------
b. Marketing and 9al�s
------------- ,-------------------------
c. Hirin� and Niring nf management
paersvnnel
---- -�---------------------------�------------
c}, Yurctiasing af majar equipmenE
andlor supplies
Superv�sion offieldaperatior�s
The City's 8usirte�s �quily [7ivisian will re�iew y�ur jair�t verttur� svbmissian ar►d will have
fmal approUal af th� Busir�ess Equity percentage appli�d toward the gaal fnr th� pnojec� listed an
this farm.
�TOTE: ¢r�om and after fhe date of praject award, if any o� the participants, the individually dafined scopes of wark or
the dollar amaurztsl�ercentages change fram the ariginally a�praved information, then the partieipants musf
inform the City's Business �quity ❑ivision imm�diately for appro�al. Any unjus#ified char�g� or
deletion shall be a material �reach of �ontract and may result ir� debarrnent in a�cord with #he procedures
autlined in the City`s Business Equity Qrdinar�ce.
�ff�ive a�ralizaz�
5, Li�t cornponents of pvwnera�ip of jaint v��uture; �T�11 7LUi i.'U772IJ1LtL� rf thi.s Enformation is des�rrber! in,j�in1 vE�n.c�ere
Jnint V�ntEire
Paqe 3 of 3
AFFIDA4�iT
Ths undersigned afCrrr� tha# the foregaing staternen� ar� tr�e and c�rrect and include all material. inf�orrsiation
n�cessary to identify and e�plain the terms and aperatiot� of the joint vent�re. Furthesmore, the undersi.gi�ed shall
agree to pro�id� to the joint t��nturc the siated soape af �c�rk, de�ision-rrflak'r��g respansihiliti�s aud payments
herein.
Ths C`ity alsa reserves the righi to reques� �ny additional infor�nation cl.eemed necessary io detennine if the
joint venture is eligtble. Failure ta co�perate andlox pxa�+ide requestedinfoz'�ationwiihixk the time spe�ified is
�rounds for ternvnation o� the eligibility. prac�ss.
The undersigned agree to pErmit audits, intervi�ws with owr�exs and e�caxn.i�aation ot't1�e baak�, recar�s and
�l�s of tkte joint veutu�r� by any authorized repze�entatives of the �ity of Fart Woxth. Failure to cornply
with this provision shall result in the termination a�' any cantract, which msy be awaxded ut�d.er the pro�v'tsions
of f.�is ,�aint ��nture's eligibiliiy and may ix�itiaie actian under Federal, 5tate a�ndl4r Lo�al lawslardinances
concerriin� false statements �r wi71fu1 �zaisrepr�sentation af facts. _
A'�nc of Business Eqiiity Firm:
i�Tame of �wn�
Signature oFOwner
1'rinted Namc nf C7umer
5i�mature nFO�mer
Title
T]ate
�tate of
On this
day of'
Narne of hlcm-Business Esquily Fian,
Name of (hvner:
Si�naturc ui L�wncr
Printed i�ieme of O�er
5igriaturc of awner
�'itic
Date
�Ut9.�Stldri
Caunty af
, 20 , hefore m� appeared
axid
tv me personally known and w�o, being duly sworn, did execute the foregaing af�davit and did st�te that they were
praperly aut�orized ta �xecute this af�davzt and did so a� their free act and deed
Notary Publie
PAint �Iame
�0� �11�11C
5ignaEure
Commission F.xpires _
Husiness Equity D'zvisiQr�
E�ai1: DVIN BEOffice[a�fartworthtexa�,go�v
Fh�ne: �817) 39�.-267�4
{seaf�
FfFp.-tlwP n� fEY119n71
��-6.�7 �V`ag� Rates
THIS PA�E LEFT 1�1`I'EI�I�TI�I�ALLY BLA,.NI�
CITY �� �DRT WOR'i'H CI.EAR FORK FOitCE 1b1ATIV
STANDARD �N3'I'RLICTION SPECIF'ICATION➢OCUM�ItITS Ciiy ProjectNo. 1Ofl946
Re�ised ]uly 1, 20l 1
crr�r ar xa�r wo�r� c� �otzx Fdxc� r,�a�xrr
STAitTI]11RD CflNSTRUCTION SPBC[FICATI[3h1 b�C[JA��ITS City Finject N�. 10�998
��y;��a r,�� i, zo � i
2U13 PREVAILIiVG WAGE RAT�S
tHeauy and Nighway Construction Prajects]
Ct►4551FiCATI�N �ESCRIPTI4N
Asphalt Distributor aperator
Asphalt Paving Machlne Dperator
Asphalt Raker
Bronm ar �w�eper �peratar
Cancrete Finisher, Pa�ing and 5tructures
Ganer�te Pavement Finishing Machine Qper�tar
Con�rete Saw Operatar
�rane Operator, Hydraulic 80 tans or less
Crane �perator, La#tice Boam 8Q Tons ar Less
Crane Operatar, Lattice Boam �ver 84 7ons
CrawlerTra�Gar Dperat❑r
Electrician
�xcavatar �perator, Sp,OQO p❑unds or less
Excavator Qperator, Ouer S�,OOD pounds
Flagger
Farm Buil�lerf5�tter, 5tructure5
Form 5etter, Pauing & Curb
Fnundation arill aperator, Crawler Mounted
Found�'tion arill Operator,TruckMounted
Frant End Loader Operator, 3 CY or Less
Front End Laader Operatar, Over 3 CY
1..aborer, Cammon
LaboYeY, Utility
Laaderf 6ackhoe bperator
Mechanic
MHling Machine Operator
Matvr Grader �peratar, Ftne Grade
Motor Grader Dperator, Raugh
OffRoad Mauler
Pavernent Marking Machine �peratar
Pipelayer
ReclaimerjFulverizer Opet'a#or
Reinforcing5�:el Worker
RoNer Qperator, Asphalt
l�O���f ��2C3t4f, ��er
Scrap�rOperatar
Serviaex
5mall Sl€pform Machine �peratar
Spreader gox �peratvr
Truck Driver l.owhoy-Flaat
Truck Driver Transit�Mix
Truck Driver, Single Axle
Trucl� �r[ver, 5ingle or Tandern Axle Dump Truck
Truck ariver, Tandem Axle i'ra�tar with 5emi Trailer
We1d�r
Work Zone sarricade Setvicer
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
�
$
$
�
$
$
$
$
$
$
$
7.5.32
13.99
12.69
11.i4
I4,].2
16.05
iq.48
18.12
17.�T
20.52
14,07
ig.80
T7.1.9
16.99
�.o.os
7.3.SA
13.1fi
��,99
21,d7
13.6J
14.72
1�.72
�Z.32
15.18
1i.68
1�F,3�
17.19
16.0�
12.�5
13.63
7.3.24
11.01
1fi,18
13.D8
11.51
12.96
14,58
15.96
1+�.73
15.24
14.14
12.3�
12.6�
1.�,8fi
14.84
11.fi8
The �aais-6scon Act prevailing wage rates sho�nrn for Hea�+y and }iighway ��nstruction projects were deiermined hy
tY�e Ll nited States aepartment of Labo1' and current as of Septem�er Z013, The titles and descripNonsfo� the
classifications listed are detailed in the AGC af Texas' Standard J�b Gasslfi�atians and Descriptinns for Hlghway,
Heavy, Utilities, and Industrlal Construction in iexas,
Page 7. af 1
2�1� PREVAlLIIVG WAGE RA7�5
{Commercial Constructinn Prajectsj
�lA5SIFICA7f�N �ESCRIP7'I�N
AC Mechanic
AC Mechanic Nelper
A�oustical Ceilin� Installer
Acaustical Ceiling �nstalfer H�Iper
gricklayerJStone Mason
ericfclayerj5tane Mason Trainee
gricklayer/5tone Masan FEelper
Carpenter
Carpenter Helper
Cancrete �utter/5awer
Concrete Cutterj5awer Helpar
Concre#e Finish�r
Cantrete Finisher Helper
Concrete Farrn Builder
Con�rete Farm 8uilder Helper
Drywall MeChanic
Drywall Helper
❑�'ywall Taper
I]rywali Taper H�lper
�lertrician [lo�rneymanj
Electrician Apprentice {Hefqer�
�iectronic Technician
Flaor Layer
Flaar Layer Helper
Gla�ier
Glazier Helper
insulator
Insufator He�per
La barer Comman
Lafsarer Skilled
l.ather
Iv9etal 6uilding AsSem�ler
Metaf Buifdir�g Assembier Helper
Metal Installer �Miscellaneaus�
Metal Instafler Helper (Miscellaneousj
Metal Stud Framer
Metal S�ud Framer Helper
Painter
Pair�ter Hefper
P� petitter
Pl�efi#ter Helper
P1�5#erer
Plasterer Helper
Plum6er
P�umber Helper
Reinfarcing 5Yeei Setter
Wa�e Rate
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
S
$
$
$
$
$
$
$
$
�
$
�
$
$
$
25.2�
13.�7
15,83
12.74
19.�45
13,37.
J.�.91
1i.75
14.3Z
1�,U4
1 J.,00
15.77
�.�.aa
�,5.�7
�i.00
15.3 6
�.2.54
�,5,fl0
11,5U
i9,63
7.5.64
24,0(1
18,Q0
1�.Od
21.a3
12,81
1fi.59
11.�7.
xo.ss
J.�.15
12.99
15.�D
��,aa
13.04
11.p�
16.12
��.54
11fi.44
9, 98
2i.22
15,39
16,17
�.2.85
�1.98
15,85
a.z.a�
Page �. of 2
Reirrfarcing 5t�el 5etter Helper
Roofer
Roofer Helper
5hee# Metal Worker
Sheet Met�l War6ter fielper
Sprinkler 5ystem Insta[ler
5prinkEer 5ystem Installer Hefper
5teel WorkerStru�tural
Steel Worker 5tructur�l I-lelper
1NaterpraofeC
EquipEnent Dp�ratars
C�ncre#e Pump
Crane, Clamshe�l, Back�oe, Derrick, a'Line 5ha�el
Forf�ift
Faundation �rill Operato�-
FrontEnd Lnad�r
Truck Driver
Welder
1Nelder Helper
$
5
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11.08
1fi.90
11,15
15.�5
I3.1�
19.17
14.15
17.00
�,�a
15.00
i8.5D
19, 31
16.�;
22.50
1f .97
16,77
19.96
13,��
'The prevailing wage rates shawn far Commercia� tonstructian pro]ects were based an a salary surve� canducted
and publ ished by the iVal-th Texas Consteuction Industry+ {Fall 2012) I ndependen#ly enmpiled hy th� I,ane Gorman
Trubitt, PLLG Canstruction Grnup. The descrlptinns f�r the classificativns listed are provided an tF+e 7E7t0's (7he
CanstrucYlonAssociation)weh5ite, www.tex4associat[on.org/Chapterjwagerates.asp
Page 2 of 2
�C-6.09 Permits anc� Ut�.liti��
THIS PAG� LEFT INT��ITI�NALLY BLANK
CITY O� FDRT WORTF[ CLEAR FD[�.K F4RC8 MAIl�I
STANDARII CDid5TiZi]CTION SFECIC1ICAT[ON D�CL]MENT5 C�itY Pmject Nv, l0�495
Revised Iuly 1, 241 l
CCCY DF FORT WOItTI�S CLEAR FORK FdRCE IvfAIN
STANi]Al'�D CONaTItUCTTOAI SPECIFICATIdNDDCUMEI�i]'S City Praject Na. 1.00995
Rewised 7uly l, 2Q1 i
o�PA�rMe��r o� �� a[�Y
L1.S. IlRM1F CORl�$ OF ��+1[7lN��RS, FDRT VIIQRiIi pl$iR1CT
A.{�, 8C![ i7300
�o[�r w+v�tt�, rx re�+a7�avo
�14Y �� G �02�
�l1BJE�T: S�ati4n �4fl8 R�wes# N�rnber 44�-SWF����1-�a�9, C1ear Foric 3fi-in�h forc�e main,
F�rt 1North Flvadway
M r, L��rrel I ��son
Ghief Qperat�on� (?ffi�s�
Ta�rant R��i�nal Water Qis#rict
1 ��2 Nortl� C�Ihn�n
�art Wo�kh, TX 7fi� (�B-�5Li8
Dear A+�r. Bea�Dn:
The Fort iN�rkh Q9stric# af th� U.S. R�rny Corp� o# En�ln�e� h�s campleied lts review af a
r�q+ae�# by tl�e Gity ot F�rt Vl�orth tRequ��s�e� is Chri� Har�e�. C�ty af ��rt Wart� V�latar
D�p�rtmentj ta a4�er #hs Fnrt Wvrth Fi�odway, apera#ed �nd m�int�ined by the Terrant #tegiana!
Water Disfr�c:t, in acc�rdance with S�ction �4 af tY�� 6�ivers an� Ha�taors Ac4 of 9658, 33 u.S.C.
4U8 �5ectian 4�8). Tf�e prap��ed alt�ra#ian lr�v�lv�s the con�tcuc#�nn c�f a 3�-in�h sar�i#ary s�wer
forc� mairr within the ��rt Vl�arth Fl�adway. Th#� evaLuati�n w�� p�rt�rmed cor�siste�t with
Engin��r Gircular 116��-22Q. This praje�t h�s b�er1 �ssi��ted Request Nurrtt��r ��B�SWF�
�D�ti-O�tl�. P�ease in�lud� this nurn�er in ail f�ture �orres�r�der�ce r��arding this praje�i.
The Fort 1N�rth Dist�fc# is gr�nt9ng pa+�'r't��ian ta �kter the Fvrt Vllvrth Flao�uvay a� specifiied
kr� this re�uest and sub�ect tn c�mpfiance witF� t�e s#and�r� terms and canditians {E�closure}.
Ccrtsxruc�i�n m�y n�ot �ommence un#il the T�rrant Regional INat�r Cifstr�ct �r�nts ��praval.
Pl��[�e coritact AAr. David i.it#l�, P,�„ �t the ad.dr�ss above, tel�phan� (S� T) 88�-1737, ar
Davi�.M.�.�i#I�I�usaa�,arrny.rnil, far any �ue�tione reg�rd�n� this 5�lon 40� p�rmission
���isirn�.
r�c�raly,
.lanatha� �. 5taver� P,E., PN4P
L�ist�ict Engin�er
Enalos�re
4�$-S�lVF-����1-0�09, Clear Fark 36-ineh farce main
Standard Terms and ��nditians
LIl1�TS DF THF. AUTHQRi�ATIaN
1. This pe��ssifln on�y authari�es ynu, ihe re€�uester, to undertake �he activity� described
herein under �e au�hority provided i�n �ect��n 14 vf the Rivers and Hax�ors Act o£ 1899,
as amended �33 USC 4US}. Tt�is permissian does nat ob�viaiae the need ta abtain other
federa.I, state, or Incal �uth�rizatians required by law. This pernaission does n,ot grant any
property rights or exclu�i�� privileges, and you mx�st hay� appmpriaie real escate
instruments in glac� przor ta cvns#ructian andldr insta.�latian,
2. The �ime limii far completing the work autl�ari�ed ends on Jar�uary 1, �424. Zfyau find
that you need more time to complete t�e auth�rized acti�vity, submit �rouz- request �o�r a
time �xtension ta this a�fice Far �vnsideration at least ox�e rnonth before t1�� abo�e date is
reacl�ed..
3, '�ithaut priar writien apgraval vf t�e USACE, ynu must r�ezthec trans�'�� nor assign this
permission n�r sublet the premises or any part t�ereof, nar grant any inter�st, privilege oz'
licex�se whatsn�ver in cvnnection u�ith i�is permissxon. Failure to onrnpl� with this
conditian will constitute z�ancompliance for r�vhich t�e permi�sian ma� l�e revaked
immediately by USACE.
4. The requester unders�ands and agrees thax, iF future aperations txy the United States
req�xire th�e r�xn�val, r�IocatiQn, �r nf,�er altcration of the work �erein authaxized, �r �f, in
the apinion of the Secretaty of the Army or a.n authorized repre�entative, said wark will
�use unreasUnable co�dxtions audlor obsttuCtion af' iISACE projec� author�zed design,
the requester will be �'�quired upnn due notz�� from the USACE, to remav�, relocate, ar
alter the stnzctura� �rork ar obstx-uctions ca�a.sed t�ereby, withaut expense ta the United
�tates. l�o claim can be rr�ade against the United States an acraunt of any such rerrio�al ar
al teration.
1NDEMNIFrCATI�N AND HnIsD HARIVILESS
5. The Llnited Sta.tes urill in r�v case be lia�l� for:
a. any darr�age ar ir�jury ta tb�� structures or nvark autharized �y this p�rmissian that
may be caused or result fram futtue aperatiax►s undertak�n �� the [7nited St�es,
and no claim or ri�ht to campens�tiot� will ac�rue #'x-om ariy damage; ar
b. damage claims a�sociated with any futuxe xnodificatiQzx, suspension, ar re�ocation
P�ge l oi 3
�Q8�S11VF-2021�QQ�9, �lear Fork 36-inch force mairi
n#'this perrni�sivn.
6. Th� TJnited �kates will nat be responsible f�r darnages or inj�ries which xnay arise frorn
ar be i�cident ta the constru�tion, nn�intenance, and use of the pr��ect requested by you,
nar far darna��s ta the prop�rty or injuries to your nffi�er�, agents, s�rvaxats, nr
�rnplayees, ar othexs wh� �n ay be on yaur premises or p��,� ect work areas or the fedez-al
pra,�ect(s) rights-�af-way. By a�ceptin,g this pe�ssxon, you i�ereby agree to fully de�end,
indemn'rfy, and hold harmle�s �h� Unitect States and US��E fraxn an}� and a11 �uch
claims, subject to a.np Iimitations in law.
'7. A.z�.y d�nage ta �e water resourc�s development project ar ather portions af aray federal
pxaject(s} resulting �iram yaux acti�vities r�ust be repaired at your exp�nse.
REEVALUATION �F PERMLSSI�N
8. The deter�mination that the acti�ity autharizcd �y this germissian wnuld nQt impair th�
us�ful.rt�ss flf t�.ae federal pxQject �.�d �rauld not be injurious ta the publi� iriterest was
made in relian�e �n the information ynu px��+i��d.
9, T7115 Q�iGB, �,t I�.S 501� Ci18Cx0�Ip�'1, may reevaluate its d�cision to issue this permission at
any tixn.e circumst�nces wa�rrant, whi�h may xesult in a det�rminatiQn t�at it is appropriate
ar necessary �o mQdify ar re�c�oke this permissia�. Circu�stances that could r�quire a
�evaIuation i�tclude, �ut are not linaited to, the fallowing:
a., you fail #a cox�aply with fhe terms a.�u1 co�ditions af this p�rrnission;
b. the information �ara�'ided iuz suppart of your applicati�n far pernnissi�n prave� t.�
have been ix�acct�rate nx in�omplete; ox
c. significan� new infnrmatian surfaces which thi� �f�Zce did n�t conszder in
reaching th� origi�al decisinn thai the activity �vau.ld not inapair the usefulness of
the water resourc�es de��laprnent praject and v�ould not be injurious ta th� putalic
interest.
CaNDLTCT aF WDR� L]NDER THI5 PERMISSIOIV
10. �ou are responsihle �`ar irnplemen#ing any requirements for rnitigafion, reasanable az�d
prudent alternati�res, or other canditians ar requir�xnents [znpase� as a xesult af
environrnental compliance.
11, �or�Cfusage a.Ilawed unde� this permission must proc�ed ir� a manner ihat a�voids
inte�'�rence with th� ins�ectian, a�a�ratian, and maintena�c� vf the �ederal praject.
1�. Tn the ev�nt af any deficiency in the desig-� ar canstructia� nf the requ�sted activity, Yau
are solely xesponsible for takang remedial action to correct the defciency.
13. The right is reserved t� th� LTSACE ta enter upon the premis�s a,t any tirne and far any
pwpase necessar� ox con�enient in connacti�n with �overnment puxposes, to m�ke
ins�ectaons, to operate andlar to rraak� any other use af the lar�ds as may be necessary in
connection wiin go�reinment �uYposes, a�d yau wi11 have no clairn €or� dazx�ages on
Page 2 af 3
408�SI�11F-20�'I���D9, Clear �ark 3fi�inch force main
accaunt thereof against �e U�ited �f.ates vr a.zxy afficer, agent or ennployee thereof:
l4. 4�'au xnust provide capies of p�rtine�tt design., construetion, andfor usage
subxnittalsldacurnents. U�ACE may request thai survey and pk�fltagra�ahiG da�um�ntation
of the altexatian wark and the impact�d project area i�e pxa�virlec� 1�efore, during, and after
canstruction an[ilar insiallation.
15. You ma� be requared ta perfnrrn an inspection of the federal praject wz#h the U'SACE,
prior to your use of the atruclwe, ta dncument existing canditions.
l�. XJSACE shall not h� respczns�ble far th�e techni.cal sufficiency af the alteratian design nar
for the car�sf,na.ct�on a.ntVor installatian work.
17, �'au must s�bmit a copy �f "as-built" drawiztgs within �2� day� a£ con�plctian flf wark
shor�ving the �e�xr wortc a� it relates to ider�tifiahle features of the feder�l p%� ect.
Page 3 of 3
RWL CR4551NG I.ICENSE AGREEMEN7
TM1S AGREEMENT made as af the 15th day of Navemb�r �02�, by and
betwesn F'(]RT V4fORTH & 111JE5TERN RAILRDAD GdMPANY' a Texa�
�flrporatbnr� Iv�atiat� af 63�0 Ridglea Pf�ca, Suite 12q0, Fori �IVarfh, Texas 789'1 B
(hereiriafter referre� tn as "l.icensor"}, ar�d C1TY QF FQRT WQRTH, a Te�s
municipai carporatiar� locai�� a# 20D Texas 5t, Fart V1larth, Texas 7G1�2
�her�ir�after ref�rred �o �s "L6�en�ee"�,
VIl1TNESSETN:
9. Lfcen�� - Subject ta tl�e pravisfor�s hereaf, Licensar hereby g�ants ta
Licertsee, effective a� of #he firs# data herein wr��len, a lic�nse #o install, op�r�at�,
mai��ai�, repair and use nne ('�] thirty�six ir�ch (38"� naminai diame�er sewa�e
pipel9r�e, �ursuarrt ta Se�tinn 6.�c}, ta transport o�tly s�w�ge �hereinaf�ar "`�'a�ilii�,
crvssi�g und�r rig�t-of-way c�f �icsnsar laca�ed at or near m�fe past 3.�9, Fvtt
VWnrth 5u�d��i�ior�, Fa�t 1Narkh, Tarrant Ca�anty, T�xaS �hereinafier "Ar�mi�es"�, as
rn�re parficu�iariy showr� o� ExhEbit A aftached heref� and mad$ a pan herebf, in
con�'ormity with the dimensians ar�d s�ecif�cations Indi�ated n� the drawirig�s}
marked Ex�ibit BF cartsistir�g of two (�� pa9e�s�� a#ached hereta and made a parE
her�of, Under na circumsiaz�ces shai! L�cer�se� mod'�y the use ofEt�e Facillty+ 1`ar a
�tnpase ath�r than �'he a�ove mer�fioned a�td sald Facility shan r�at be used fQr ar�y
other use, whether such use is currentiy te�h�alagicalfy passib�e, ar wf�ether such
use may came into exisi�rt�e during ihe iife af this Agreernent.
�.icensee's ri�t�t f�a use the 1'remises i� nanexclusive, an� Ucer�s�r and its
nommees sha{I ha►re the righi fa enier and use the Premis�� fnr any pe�rposes t��t
will nat unreasonably irrt�rfere wi#h the r �ghts grant� #o Licensea hereunder,
L�censee agrees thaf Lice�sar shail rmt be esfopped to revol�e this License
�ursuant �nfy to evsr��s de�cribsd it� Sectian 1�4. and Sectivr� 16. of th�s
Agreement, notwi#hst�nding any expe�diture, regard�ess of the amour�t, that may
be incurred by Llcer�see with respect ta �he Premis�s. �icens�e further agrees
that Licens�e shall r�ot cantest Licar�sa�'s right f� revoEaa t�is Llcense.
2, Terrr� - This P►gr�eme�i may be contin�d in effe�t for So lartg as t�e
FaGillty is ussd far a public purpose.
3. Fea - Li�ar�see �rees �o pay Licensor Twer�ty Five Thausand Dallars
�$�SAO�.Ooj upan executian af'th�s Agreem��t.
+�. Expenses v� Licensee - I.l�er�se� shall pay the cosfs and �xpenses
�istad belaw:
RAIL CROSSING Ll[�dS� AGF�E�AAEIVi'
Clear �ark Faroe Main Ptoject
AAP�,01, FartlNarih Suhd[vi�lon
Pgg� 1
(aj Taxas -�icen�e� Is a t�x �xempt enttty. Notwithstanding this, Uc�n�ee
shall pay �h�rges, fe�as and �sse�sm�nts valfdly levied by a taxing eri#ity an the
Premises, if anyr, by reason of L�c�nsee's �ctivifices ar by reason �f fhe Facili�y,
Licensar m�y pay such �harg�s, fees or assessmen#�, and such payments sha�l
he. repaid.
(b} lltilltias - License� �grees ta pay for �II ukili�ies mstail�d at L�censee`�s
reque�t and for �l� ytility services furrtis hed to Licensee on #he Pr�mises.
�c} Qt�ar Expens�s - In addition t� the #a�ass and �tili#ies as descrlhed
abaUe, and ur�fess atherwi�e spvcified herein, L6cense� shail �ear th� sale risk
and �ay far all casts and ex�enses af whatever kind �n� nature v+rhich may arise
fram this License, including, uulthout limi#�tiar�, flagmen, inspectars, ex�e�tses to
cnr�truct, reconstruc#, alter, regaair and maintain the Premises and Facility� and
crther impr+avemen#� in the right of way af Lic�nsar in�luding, �ut not limited ta,
I�censvr's infrss#ructure and Licensor 's pra�erty afFeci�! �y tne o�eration of the
Facllity (#he "�?ther �pra�►em�nts"j ar �rsonaE �rnparty located on #he Premisas
by ar on �et�alf ❑f Licensee.
L+aensee further agre� to b� responslbla far ar�d �oromptly reimburse the
Licensor �nr any and a�l damages, lasses or lia�i�i��s, inciuding, but r�ot by wap af
umitation tite co�ts of business interruption and re-routing and de#aurs of train� as
a r�sukt of, ar r�lating to, the instailatian, ❑peration, maintenar�ce, re�air and use
af the Facility wi#hin the Prernlses, ta �ther Improvemen#� andior ar�y nther
casuaity to the �remises ar 4ther Impro�ements caus�� dlreatly by fhe Facility..
(d) Interest -NIA.
�aj R�irribu�serr�ant ta Llcensor - IF L,icensor, wtt�ch has hereto r�ta�ned
an easemen# upon tha praperty uppn which the Fac�ilyr is to be installe�, shati hau�
made payments on behalf a� Li�el�see �or any �asts or expe�ses incurret! herein,
L,icensee shall reim�urse Licensor within ten �'f0) days fram the date amo�mts for
such casts or ex{aen�es were incurred.
5. llmita�ian and Sul�ordinat[an af Rights C3ranl�ad -
(�� T�re far�aing grant af right �s su��ect and subordinate �a the �rior
artd aanti�uing right and �bligatlan af Li�ensar, ta us� and maintain [#s enttre right
of way lncls�ding tfte rlght and powQr af �.Icensor to �onstruct, maintain, repair,
ren�r, use, o�erate, change, modify ar relacate railroad #racks, signal,
cnmmunica#ian, fiber n�t�cs, or ather wire lir�as, �i�oalines and vther fac4liti�s upan,
alang ora�ross �ny ar aff parts of Its right of way, �II or any ofwhich ma}� be freely
done at any time ar times by Licensor withaut liabllity ta Licensee or tn any ath�r
party far cnmpensatia� or dama��.
�h) The foregoing grant �s aEso subject tm thase r�strictlans, cavenants,
canditions, reserva#ivns, easements and purc�ase ap#lans of what�sa-ever naEure
FZAR CRQ9SIi�IG L[C7�hiSE AGRF.H�AENT
qear �ar3c Fora� Maln Praja�t
MP 3.0'I, Fovt Wo�ih Subdfvislvn p�� 2
rel��r�g ta the Premises and �a al� zoning laws, regulatians, sf�utes, restriaiions,
ardlnances being munici��l andfor ofh�r �overnm�n�al �ufh�riti�, be�f only ba the
extent the�y are in eff�t and fiarc�a�l� �gains# ihe Prem�se�. In aa6di�on, L�c�r�sor
shall have the r[ghi #a renew, amend, mndify and ex�er�d any instrumar7t or
agre�em�� with raspec� ta arn,� restric�inns, coven�nts, condi#ions, res�t�rati�rrs,
eas��nts and aptiar�. Further, �.Icen�ee accepts fhe Premis�s "AS-IS AN�
WITH ALL FAUL�TS°', Licensor m�lci�g n� warranties as ta ti�e or fftrr�ss far th�
�urpvse of which l.��nsee irrt�nds 6o use #he Premises.
B. Use -
�a� Qualifc�tions an U�� -�[cens� sha11 ne�fl�er use nar permit any use
af the Pr�mi�es fnr �ny pu�pa�: ather fhan tha# set f�nr#h in Sectivn 1 hera�F
This L'icens� Is su�ject #o all e�em�r�ts, leas�s, li�n�, conditions,
r�tr�cfions, encum�ran�es and clairns af titla which may affect tne P�ernises.
Licensee accepts the Prem�ses �ir�luding, withauf limita�ian, Lic�nsvr-t�vvn�d
impravements, if any� In their present candition and wifhauf any representati�n or
warranty by Licensor as tn the cand�tf�ns af suaf� PreMis� ar improvemenfs, and
L[censor shall n�t be re�perosible fior any d�f��f nr ch�nge af condition� an the
Premises or in such improv�ment�, any damqqe occurri�g fhereta, vr th�
existence nf ahy uinla�Iar� af ariy mu�icipal, ��unty, sta� or �ederal law, nrder, rule,
regulatfon or ard9nanc�.
L.Ecens�e shall not ��} remoue arry �arth or sai� outside of tunneling
aperatians, �2] destray, cut ar rernnve arry timber, tre� or flr�n►ood standing ar
lying th�renn, ��j cammit any waste thereon, ��r �4� permit a#her� to cornmit any af
said ac#s. l.iaansee sh�ll n�t do arsuf%r #a be dane in or upnr� the Pr�eml�es arry
act ar thing vuhich is or m�y be a nui�ance. LicenSes s�af1 nat use or permlt �hers
f�o use the Pr�rnises for an� ur�hawfuE or immarai purp��e,
The Prem€ses s�t�ll natbe usedfar displaying si�ns and nafices other
thar� tha�e connected wi#h #he us� af the Prem�ses eantem�ia�d by f�is Licer�e.
(�) Malntenanc� �nd Fiepair - L.i��ns�, at fts expense and t� tC�e
�a#isfactian af Ll�ensar, �hai� #ceep �r�d malntain #hs Prem�ses, #h� �a�ili#y and any
Other Impravements in go�d order and r�pair and in a r�ea�, safe and workmanfik�
manner o�nclit�on, and pramp�ly m�ke ai� re�airs and raplacernent� �hat may
beoome necessary ta the Premises or th� Facii�ty ar flther lrnprvvemeMs or
�ppurber�ances thar�t�, whather �fructural ar nonstr�cfurai, ardir�ary ar
extra�rdinary, if Lieensee shall f�il ta per��rm ifs ablig�tians under ihis Sect�an
B.(�� Lics���r may take actEan to so ke�ep and maint�i� the Premi�e�, �he Facility
ar�d any �fher Im�rovements or appurienances thsreto, and Licensee sha11
reim�urs� LPcer�sar pursuant to 5ectian �4,�e� of this A�reem�nt.
RAIL CRO&51NQ I.IGENSE AGRE�hlf�lJT'
C1ear F'orEc Force Maln Prnfaci
MP3,01, ForlVllprth 5ubdhr�ian RaOa �
Lic�see shall keep and msfnt�in the soil �var the Facility t�oroughl�
con°ipacted and t�e grade �ven witF� #he adjacent s�rFace of the graund.
�cj CanstrUctian, A�t�ratia�s and Liens - Licensee shatl give Licensar
forfy-eight ��8j hnurs' na�ce at {81�j ��1�445D ofth� praposed dates and Inca6an
of canstr�,ctian. ln case nf emergency, fhe forty-eight �48� hour noti�e rnay be
waived; i�awever, Licensee wilf rnalcae every effvrt ta notif`y Licenso� nf such
�mergency and that work is being dane, I� req�ested, Licens��e shall furnish
L�censor with a�ond in � form and in an arnaunt satisfa�t�ry ta �icensar prior ta
commertcing suct� canstructian, recor�struction, altera�an ar t'epair.
Insfal�ation shall be �y h�rizontal dir�tlonal dril�ing, and th�re shall be a
mfnimum af thirt�-thr� feet and iwenty-six ane h[andrecfth of a foo# (33.2�`j vf
groundcover frarn the ta� of the pipe. The �'ac�lity shall be construated, nperated,
maintained, repaired, renewed, modifjed andlar reconstructed 6y Licensee in stract
canfarmity with AR�MA standards fiar a sewa�e pipeline, excep# as may be
modifed and approved hy Li�ensor's Dir�ectar Special p�¢je�ks, Licens4r's �irector
�peci�l Praj�cts m�y b� contac#ed at 63�� Ric�gl�a Pface, 5uite 'l�0�, �'ar# V►larth,
Texas TB� 1�, by tele�hane at �89 7) 783-5287 vr by f�csimife at {8��j 738-96�7.
In all cases af dffFer�nce ar can�li�t batwe$n AREMA standands and t�e
re��lr�men#s �f atty federal, staie or municipa� law, the mare sfringent standard
snal� ap�ly
ucer�see shaU prevent th� leakage af f�Uids pr materia! fr�m Licensee's
sev+rage facilit}r, if �ny, ta such exfe�t as rnay 6e r�ecessary ia a►iaid interferenG�
with other ele�tric transmissian, signa�ing or comm�anication lines. Projec# marlrers
in f�rrn and size sa�sfactory to Li�ens�r shall he installed artd m�Mtain�d 6y
Lfcense� to identify the �aaility ar�d its awner at ap�ro�rlat� la�ations, or at suc�
locat�ons as Licenso�'s d�s���t�s, S�ch market� shaH be r�lacated or remov�d
hy Lic�nsee within thirty (30j days a€ the receipt of l.icensor's writter� rec��est,
Licensee shal! ke�
feet frarn #he cen#er lin+
inflamma�la � ubstanc�s
�r3eral ar state regu�ation
a all equipment, tools and ma#er��ls sbared at Ieast �5
� of any a�ereble #rack. Expla�ives ar �ther hEghly
ar ar�y }��zardflus rr�ateriais regulafed pursu�Ilt toa
will nat 6e sto�ed �n Licensor's ��operty,
�ioen�ee shall remove af! af Licensee'S tools, equipm�nt and m�terials frnm
the Pr�mis�s pramptiy upon cample�an af wortc, �estaring the Premises �o t�e
same state ar�d conditian as wh�n Licensee en#ered thereor�.
Absence of marlKers does not constitufe a warran#y hy Lic�nsor that there
ar� �a suk�urface instal�atians.
Licensnr has the right to postnatices of no respnnsbility upan the Prerni��,
and to atherwis� r��#ify, acfually o� constr�ctively, any �ntity ar persons �upplying
RA� CROSS�IVG LICEId&E AGR�I+IENi
Claar Fvrk Farce hAain Prnjeat
MP3.�1, Fbit Wbrth 5ubdivialon
Rage �4
s�rvices nr n�aferials ta fhe Premises that L�censar is nat resPonsihle far the �o�t
thereof. Licer�ses cavena�nts at�d agre� �+o f�old Licensnr� Licensnr and fhe
Premis� harmless fram any mechanios' ar ma�erialm�n's liens �lairned by any
persan, f�rm or cor�oratinn empfay�i by or an b�haif of L.icensee. In the event of
the filing of any suc� liens, Licens� sha�! ca�ase su�h li�ns ta be d�sch�arged nf
record wlthin flve (5� days �iter I�Ic�nsar's writ�all t�ntice to d❑ sa. To the extertt
pel'mi�he� by law, L�a�nsee shall ind�rr�nii'y and defend Licen��r against �f! fiabiiity,
cost and �xpense {Including attameys' fees� incurr�d hy Licensor as a result af
any such Pien. Nothing containe�f herein shall require �icensee ta cr�afie a"s€nking
fund" as described in the Texas Car�stitution, Article ��I, 5e�tiari 5.
Alf wark per��rrned an the Premises in cnnnec�on witt� the c�nstr��ction,
mairtiter��nce, repair, rer�ewal, modific�tipr� ar re��nstruc#ion pf the Facility shal! he
dane ta dte re�san�bfe saii�faction of Li�en�or.
�xcept in the cas� of an emerg�ncy as se# farth in f�is 5e�tinn 6, priar to
the commertcement o� any work in conr����inn with the construc�on, malntenance,
repair, renevual, mo.d4f�cation, refo�s�ian, reconstrt�ti�n vr remavaf of t�e Facili#y
where it pass� underneath the roadbad and t�acic ar tracks �f l.iaer��vr, L+cer�ses
shall suhmit tn Licensor pl�ns seiftng ac�t the mathod and manner of handfin� th�
wark, including the si�arirtg �nd cri�lr+g, iF any, r�quir�d to prots�ct Lic�nsar's
np�ratians, ar�d shalf not pra�eed w�th the warit ur�ti[ such �lans have been
a�praved by Lic�ns�r's Director Special Fro�ects �nd t�en the wnrk shall �e do�ne
ta th� s�tisfactian of the Dir�ctvr 5peci�l Projects or �is aut�arl¢e� represerrtafive.
The Dir�tar �Special Prnjects' approval of Licer��e's �lar� sh�ll aperate as
Licensor's acceptance of Licensee's deWia#inns, if any, from specific con�fructiar�-
re�ated ferms contained herein. Licensnr sh�l� have fhe r�ght, if it so efects, tia
pro�ide suGh aupport (wh�ther in the farm of p�rsonnel, engine�rs, sul��an#ractors
�ndlor materials} �s Licensor m�r deem necessary for the ��iy of th�ir #ra�k nr
tracks durin� the t�me nf canstr�ctian, maint�nance, re�air, renevual, modi�cation,
reloc�iior�, recanstruction or remvvai of the Faci�ity, and, in fhe e►rent �.icer�aar
pr�vides suGh suppart, Licensee shall pay to Lic�nsor, wifhin �ff�en [1� d�ys after
bilks sk�aii have t�n rend�red ther�for, afl expens� incurred hy Liaensor in
cannection therewi�th, wh9ch expense shal� inc�ude a1f ass�gnable cnsfs.
�d� T�st�- Licer�s�e shafl coop�rat� wi#h �icensor in m�kfng any t�s#a that
Llaensar rr��y re�u6ra ar any insfallatlQn ar c�ndi�ian relatirtg ta Li�ensee's �rop�rfy
which, in Licensar's�udgment, mi�ht adversely af#ect arty exlstlrtg vrluture fac[litles
af Llcensc�r. �
�e) �amage - IF any damage is caused ta the Other lmprovemerits, tfi�e
land nr ather pro�erty an th� Premises, Licensee agrees i� pmrnptly repair ar pay
�he full raplacement val+u� af su�h damag�d pr�perty {re�ardl�ss af amorti�ation}
ta LicenS�r, at ticensar's discretion.
7. Reinforcement aelacat�on �r Rem�vai of Fac��lty -
F�+41L GRpS51N� L.ICENSE At�EHIpEM7
Glear F'ork F�r�e Maln Pra�ect
MP3.o1, For# Waor#h Suhdlvlslan Page 6
{aj The [ic��se herein granted is s��ject fa the nesds and re�iaire�l�nts
of Llcensor in the nperatiar� af its railra�d and in the imprvvement and us� oi its
right of way, and Licer�see �hall, at fh� sal� ��ense of l.i�ens�e, reinfar�e the
�acility, ar move all �r any pnrtian af #he Facility ta such new location as �.icensar
may dasigrtate, whenever, in the furtherance of its needs ar�d requirements,
Li�enSar shall find suGh action necessary or desira�le uni�s such relocafian nr
remaval fnastrates the nrigJnal p�rpose flf the �acilify.
�bj RII the terms, Ganditions and stipulattons herein �xpressed w�th
referenc� ta th� F�ciE9ty on right af way af Li�errsar in the Inc�tion her�inbefare
descri�ed shall, so fa� as fF�a Fa�ili#�► remai�s ❑n the rjght af wa3+, appfy to the
�ac€lity as madifed, �hanged ar t�efoc�#ed wrtt�in the �anf�m�latiart af khis s�ciion.
S. Nv �ni�erference v�i#h Llcensor's Operation �
{a� The �'acility and a�i parts thereofi within and oufside Qf the limits of
the right �f way of L.icensor shall be anns#r��ted and, a# alJ tim�s, mair�#ained,
repair�d, renewed and o��rated in such manner as to cause no in#erference
whatsaever wi#h the cvr�stant, cantinuaus and unint�rrupted use of the trac}s�, right
af way and f�cikities nf Licensar, and n�thing �hafl be do�� ar suffe�ed tn be done
�y the �ic�nsee at any time that wauld i� any m�nn�r Impair t�t� safety thereof,
�bj Licensee sh�ll ke�p all �uipriner�f, f4�i5 and materi�ls stored at
least 25 f�eet fiom #he cen#erline af arty opera�ie h�ck. E�plosives ar oiher highiy
ffammable substancaes ar any hazardous materials r�gulated pursuant fa fet�eral
ar state reguiativn wil! nat he stored an the Pr�mises withoUt the prior approvaf of
Lic�nsor,
9. Pro�ecfiian of Fiber Qpfi� Gable �ysfi�rr� -
{a� �iber apt�c ca�le systems may be �iuri�d on l.iaensor's right 8f way.
Protec#ian af the �ber ap#ic cahl� syst�ms is of extrerne impartance since any
bre�k could disrupt sarvi�e to users res�iiting in k�usin�s interruption and ias� af
r�venue and profit�. Lic�nsee sf�all canfa�t Licensnr's Dire�tar 5p�cial Project� to
determin� iffiber aptic.�ab�e is buried anywher� on �lcsnsar's premi��s tobe Used
by L�c�r�see, If ft is, Licens�e will contaet the tats�ammunicativr�s campany�ies}
ir�a�ved, arrange f�r a cable locator, ma[�e arrangements for r�faca#ian ar oth�r
pr�tectivn af the fi�er aptic ca�le, a�l at Licerisee's expertse, and wilI cammenae
na wark on the right of way until all such prote�fion or relacation has been
accom�lished. Ta #he exfent permitted by (aw, and withvut requiring tf�e creatian
�f � s inking f�nd as descrl��d in the Texas Cnnstitufian, A�#icie 1 �, 5�ctifln 5,
�acerise� shatl ir�detnnify and hald the L�censar harmless fram �nd against all
cvs#s, IGabillty a�d expense wh�tsaever (Incl�ding, wlthQut limitafion, a#torneys'
f�ees, �ourt cvs�s arrd exp��sesj arising out of ar caused in any way by Licensee's
fallur� tq cvmpfy wi� the pr�visions of this paragr�ph.
��� In additfan to ath�r �ndemnity provislans in this Ag�r�;�ment, Licensee
F?�41l. CI�OSSING E.IC�NSE AGREeNENi
Clear Fark Force Main Praject
MF8.�1, Fnr� UYorth 5ubdivision Page 6
shall, to t�� �xEent permitted �y law, �nd without requiring the cre�tian of a ainking
fun� as described in t#�e Texas ��ns#itutlnn, Artf�l� � 1, Sectlan 5, indemniFy an�
ho4� �icensor harrnless fram and ��ainst all �asts, liabiliky and �xpertse
wha#soer�r ��nc�uding, wi#hou# Ilmltatio�, �tt�rns�s' fses, court cos#s ar�d
�x�ensa�} caused hy th� negligerice of �,icensee, its �or�tra��t�r, agents andlnr
emplayees, rea[al�ng in ��} �y damage t� �r destructior� of any
#e�icvmmuni�atinns syst�rn an l.icer�sar's right af way, andlar ��j any injury ta flf
deatY� nf any persan employed hy nr on behalf of any telecor�mun�c�tions
camp�rry, �ndl�r its contract�r, ager�ts andlar �m�byees, on Licensor's rigitt af
way, exce�t ifsuch casts, liaf�ility arexpenses �r� c�used so[�ly }ayihe gross
ne�ligenc� of �lcensor. Lt�ens�e furt�er agrees that it sh�ll nvt have nr seek
recQurs� ag�irtst Li�ensar for �ny claim orcause of �ction fiar all�aged lnss ot �rafi#s
nr re�nue ar loss vf Serviae or �her canseq�en�ial c€amage tv a
#elecommuntc�tian cvmpany usin� �ioens4r's r�ght of way ar � cc�stamer nr usar
nf services of the �ber aptic ca�l� vn L�censo�s right nfway.
'lA, Glairr� and Ll�ns f�r Mafierial and La�ar; Taxes �
(aj Licensee shail fully pay fvr a!I materi�ls �oin�{ ora�ixed to ar�d labar
pex�rmed upaR rtght of way nt Li�ensc�r In canr�ection with tF�e cons#ruc#�an,
mainte�iance, r�pair, r�newal, modiiicaf'ion or r.ecans�ruction of the Facilityr, ar�d
shall n�# p�rrnat nr suff�r any mecha�ic's orm�#eriairnan's lien af any kind vrnature
ta �e enfarced agains� the rlght �f �ray for any w�rk��a�e �r mater�afs furr�i�hed
therean �t the instance ar r�quest or on �e�alf �f License�. �.���ns�e sita{1, t� #fi�
eictent permitte� �y ��w, and w�thnut re�uiring. tha cre.ati�n �f a�inking fund �s
descri�ed in the �iexas Canstitutfon, Articla '[1, Section 5, ir�demnffy and i��l�
h�rm�ess Licensor a�ainst and from �ny a�d al! lien�, ciaims, demands, casts an�
e�tpenses af w�►at��ever nature in any way �onn�cted with nr grawing atat nf such
wark �ane, I�bvr perF�rrned, �r m�t�rials furni�f��d.
�11. Indemn�ficatian -Ta THE F3�TENT PERINITTE� 8Y L,4W, L{C�NSE�
SHR�L INDE9�ViFY, DE�END AND �A1�E !-iARI�l.ESS i.ICE�S4F� Ai�D THElR
4FFlCERS, DIRE�T�RS, �IVIPL�}Y�ES, J�GENTS, SERVANTS,
SUCCE5SbR5 ANb ASSI�NS, �RD�VI AND AGW1�5T ►4NY ANb ALL SUiTS,
ACTi�NS, LD55�5, D�if�AGES, GLAlMS, LIABILMTY, C�7STS D�R EYP�NS�S,
OFAAIY CHARACTEF�, T1fPE aR D�SCRIPTION, Ih1Gl.UDING ALL EKPENSES
O�' f.ITI�xATIDN, CQIJRT CC]STS, AN❑ ATT�RN�YS' F�ES, FOR IN.iURY OR
D�ATH TD A�VY PERS�N, �R IN,1UR'Y 7� AN'� PR�P�RTY, RECEIVED �R
SUSTAIN�O BY AI+iY 1'ERSON 4R PER5DN5 ❑R PRC}P�RTY AR15iNG aUT
4F, (3R a�CASIONE❑ BY, DIREGTLY aR lNQiRECT�,Y, TH� PER��I��lIANCE
OF 1.ICENSEE IJNDER THI5 A�E�MEP�T�, I�lCl.IJDING CLRINIS AND
�A�IWCES �ISING IN WH�L� QR IN !'ART FRONi THE NE�Gi.lGENCE �0�
LICENS4R AND10R iT5 AGENTS WVD EMP�.�YE�S. IT IS THE EXPRESSE❑
[NTENT C3F THE PAF�TfES TO THIS A�REENiENT THAT THE INdE�INfTY
PRQU�DED �DR IN' TFIIS SECTZUM IS AN IND�MNiTY E�i�hlD�f] BY
LICENSE� TO 1MaEMN�FY AN❑ PRQTE�T �.ICENS�]R FR�N1 TNE
G�N5�4�JEidCES d� �10ENSQR'� CJWN NEGLIGENCE, �?R THE
EVEGLiC��NGF �� ITS I�G�NTS �R EI�L�Y�ES, 1NHE7HER THAT
RAIL Cl�fiSING [.ICBJSE IOC�4I�NT
Clear �ork Forca I�lain Prnject
MP3.81, Fark VUV�rkh Subdl�lsiap �ge 7
NEGLIGENCE IS TME �OLE �R CONTRIBUTDRY �AUS� ��' TFiE
R�SULTANT IN,�L�RY� �EATH, OR DAI1!lAGE, Tp TH� EXTENT PERM�TTEf�
�Y 1AIN, LICENSEE FURTHER AGREES TD DE��END, �T ITS flVllhl E7�PEN5�,
ANC] QN BEHAL� QF 1�CENSQR AND IN THE �fA�llE C)F LICENSGR, ANY
CLAIM OR LITf�ATI�N 6R�UGHT 1N ��NNECTION iNiTH ANY SUGH
INJURY, �EATH flR �AIV�AG�. IVQTHING C�NTA�N�D H�RE1N SHALL
REQt11RE L�CENS�E T� CI�EATE A"SINFtING FI�N�" AS DE5CRIBE❑ IN TH�
TE7�AS CONSTII"UTIC]N, ARTICLE 9'I, SECTIDN a,
LICENSE� H�REBY AGREES, IN T�1E CDNDUCT QF ITS �pER�4TIaN�
HEREUNDER, T4 ABIDE BY AND COfV�PLY 1NITH Al.� APPLICpBLE UIlNS,
STATUT�S, RLILES AND REGULATlC]NS �F ANY �EDERRL., STATE �R
RVILJNI�IPAL AUTHORfTY, �R ANY OTH�R PUBLIG BQdY HAVING
J�JRiSDICTl�N, INCLUDING IlICi�-Ia1JT LIM�TATiDN, LA1NS, pRQiNANCES
AN❑ G�VERNMENTA�. REGIJf_A71QNS CCJNTRal.ING AIR, UIiATER, Ai�15E,
SdLID VHASTES AND OTHER F'OLLLlTf� hf� AND �NVfRO NME N TAL
DAMAG�S, AND T� Ffl.E ALL REP�RTS �R STAT�N�ENT� REL�lJ1RED IN
COhIN�CTI�N V1111'H THE CQNDiJCT �F IT� BU51N�5S. Td THE �XTENT
PERMITTE❑ BY iAVl1, LICENSEE SHAL..L AND ��?ES HEREBY IN�EMNI�Y
AND HOL� HARIVIl,.ESS LlCENS�R FRflM ANY AND ALL LU55, G05T �R
E7CpENSE WHATSC]�VER, �lr1CL1RRED �Y REAS01� QF ANY VIdLATIpN QF
SUGH RULES AN[3 REGLILAT[QIVS. NOTHIN� CDNTAINED HEREii� SHRLL
REQUIRE LIC�NSEE T� Ci�E�1TE A"SEN�iNG FLINO" AS OESCRIBE� IN THE
TE�AS CONS7fTUTf�}N, ARTIG�E 19, SECTION 5.
F�R RLIRP�SES ❑F THIS SE�TIQIV '11:
"110EN5QR" 5Hr4l.L BE CQMPRIS�D QF:
([} FflRT W�R7H & 'WEST�RN RAILRDAD �4MPANY, IT�
PARENT ��PUIpANIES, [TS SLlB91�IqRY C�MPANIES, ITS A�F�I�.IATE
G�N9f'�NI�S, AN� THEIR RES�EGTNE DIRECTORS, 4��ICERS,
EN1PI,UYEES, SERV�4IVTS, AGEI�T5, REPRE�ENTATII�S ANC3 INViTEES;
EW D
�[� DTHER GDNTRA�TaRs, aTH�� T�v G�NTRACTOR
HIR�D �Y �IGENS�R ►�hID THEIR R�SPECTIIlE C?IRECT�RS, QFFI�ERB,
�MPLDI'��5, �ERV►4NTS, AG�IVTS, REPRESENTATIII�S AND IN11iTEE5,
"LICENSEE" SHALL HE CD1�R15�D ❑F:
{!j L�CENSEE, IT5 AF�ILIAT� GOMPANI�S, A�ND
THEfR RESPECT�VE DIR�CTaRS, ��FICERS, EIUIPL�YEES, S�RVANTS,
AGENTS, REPRES�NTATIIfFS ANi] 1NViTEES; ANa
�+� c�oss�nry �x��� ac,�rmin��r
C�lear Fvrk Fvrce Maln �'rvjaaf
MP3.D�, Fart Wprth Suhdiv�sian �� 8
�llj ANY C�NTRAGT�R HIR�D BY LICENSEE 1N1�'H TH�
CDNS�NT OF LIC�NS�R AND TN�IR RESPECTIVE DIRLCT(]RS, ❑��IC�RS,
ENIPL�YEES, SERVANTS, AGEhITS, REPRESENTATlIlES AND INIIITE�S �F
SIJCH CO NTRAGTOR.
1�. Insurancs — Licensee �s a self-insur�d entity. Lic�nsee shall r�qu9re its
confra��ars fo procur� and main#ain dc�ring the iif� of the canst�'uctian cantractfar
installat�an of the Fa��i#ies, the fal�owing insuraRce �avera��:
�a} Cammeraial G�neral Liahility Ir�surance. This insurance sh�al!
�antain �raad form cvntra�#�al liabllity witn a c�m�ined single lirnit of a minirnUm
of $'Ir�U❑,DOU eact� accurr�ce and �n �ggregate limit nf at ��sf $2,���,O�D.
Cav�erage rnusf be purcha�ed on a pos# 1998 15� �ccurrence or equVvalent ar�d
include cover�e far, �ut not limited to, th� falfauving:
■ Badiiy injury and Property aamags
� P�rsanal Injury a�d Rdverti�ing Injury
■ �ir� leg�i liahflity
* Pra�ucts a�d completed op�rations
Thts paficy sha� also coni�in the fallowing endorsemenfs, wt�ich shall be
indecated on the certiP�cate af insurance:
The exclusia�ts fo� railroads (except where i�e Premisess are mnrc than �ifty
f�et {a4'y from any railro�d including but not limif�d t� traclt�, bridges,
#restl�s, road�eds, t�rmi�tals, under�ass�s ar crQssin�s�, and explosian,
�ol[apse and und�r9ground ha�ard shall k�e r�moved,
Cou�rage far E.icensse's �and Lic�nsor's} employees shall nat be excluded
Ulfaive� af s��ragati�n 1n favnr af Lic�nsor
Na other endorsemer�ts limiting caverage may ha ir�cluded on the pali�y wit�+
�egard #a th� wark �eing p�rf�rm�d und�r t�is ►�re�rnent,
(by B�[siriess Rutomobil� lnsuran��. This insurance shall �antain a
�om�ined single lirnit of at least $'1,�Oa,00ti per occUrren�, �nd include caver�ge
fi0rt, �41t f1Gt �1�1"Il�d t0 ti}1$ f0�14Wfitig:
• Badily injury �nd property damage
• Ar�y and afi vehic�s awne�, used vr hireFd
Tha pnlicy sh�ll al�v contain the follawing endarsements, which shall be lnd[cated
�n tk�e certiff�ate of Tr��urance:
� Th� exclusions far railraads (except wher� the Premises are mare than f�ty
f�et (�4`] fram any �~ailraad inciuding �ut nof limited ta tr�cks, �riclg�,
wai� �r�oss��uca uc�ras� Ac�mN��v�r
Clear Fvrk Fcarce MaiR P�ofact
MP 3.41� F'ort Warlh 5ubdlviaion
�$
trestles, roadbed�, ierrnlnals, underp�sses ar ert�ssjngs}, and e�lvsion,
collapse �nd undergraund hazard shall �e remaaed,
��� Worke�'� Campen�afian and �m�Jayers Liahili�r Jnsurance incfuding
but nnt limited t�;
Lfcensee's �tatutory liaba7ity under th� wnrker�' co��ens�ion f�ws of fh�
st�rf� affecfed by th� ►48reemenf.
�mptoyers' l.ia�ili#y �Part �j wlih I'rmiEs af at Eeast
$1,On�,aO� each accidenf,
$1,�Oa,��� disease policy limit
$�,004,�D� each �mptayee�
{d} L1m�reila vr Ex�ess policfes -- fn th� eveni �icensee ut�iixes umbrella
ar excess pvlicies, these pal�cies sf�a11 '�Follow farm" �nd aff�rd nn �ess coverage
than the prim�ry pvliGy.
�fher Re uiremsnts
(e� 1N�ere allawab�e by law a11 ��Jic�es �applying ta cauerag� lis#ed
above� shal! cnntain na exclusian far punifi►re damages and certlficate� of
insuranGe sh�ll refl�ct that na ex�clu�ior� exis#�.
(fj Licens�e ��rees to w�ive i� right �f recavery, and 1#s ins ur�ers,
fhrough policy andorsernent, ag�e #o v+��irre fheir r�ght af subrnga�an agalnst
Lic�nsor. Lic�r�see fu�t}ter waives its right of recov�ry, and i�s fnsurers a�v waive
thelr right of subrog�fion against l.icer��r for [oss af its awned or leased �roperky
Qr �roperty under its care, custady and controL L.icense�'s insurance shall h�
primary with respect ta any Insurance carried by �.ic�nsar. AIl walvers of
su6ragafiQn shall h� indicated an tha �r�fi��te af insurance.
[9) All palicy{ies� required abov� ��yocluding 11Varkers Compensafion�
�hall include a severab[lity af interest end�rsement �nd shall name Lfc�nsor as an
aaiditional insurvad v`►!fh resp�ct fa work perfarmed under this A�reement,
S�verability nf i�ar�st and nam�n� Licensor as �ditional In��red shall be
ir�dicatec� on the �er�f�cate of insuranc�.
(hj F�riflr #o cnrrtmencfng wnrk, �icensee shal� fumish to i,icensar
accsptable ce�fificate�sj af Insurance e�ldencing the r��uired caverage,
er►�orsemerris, and amer�dmenfis a�d referencing �he subject miCe pos#.
�i) Any insuranc� paltcy shaEi 6e writ#e� by a re�autable insurartce
c�mp�ny accepta�l� �v Licensor ar with a current Best`s Guide Ra�ir�g of A- �nd
Cl�ss Vil or be#f�r and au#t�oriz�d to do business in �h� �fia�fe(s) in which the service
is to �e prvvided.
RAi� C�ibSSIhIG I,IC�IIiSE A�R�3u1�Ni`
Cl��r Fcrk Farce Main F�taJeot
MP3.�1, Fork Warth Suhdivislon
�g� 'i0
(j) All�cated Loss Expe�se shall be iri addltian ta all �aalicy limits far
coverag�s rsf�renced ��ave,
�k) Ljcensor m�y r�asona6�y mo�if� #k�e required insurancs cover�qe tn
reflect ivture risk management practices in th� ra�road industry and und�rwr�ting
pracil�es In #he insurance industr�,
(i) Fai�ure tio pra�id� euidence as required by th�s 5ectbn shail errtifle,
but na� require, Licen�ar ta termina�e thi� ►�reemen# immedia6aly. Acceptance af
a cerf�icaie th�t doas nat cam�lywith thi� 5�ction sha11 n�'t aperate as a waiver af
Licensee's o�ligatlans hereunder.
(m} �or purposas �f fh{s Seet[an, �ieensor shall rn��n #he "Tarantu�a
Corporatian" and °Forf V1larth 8� t�4lestern Railroad C�mpany" and fhe subs�i�ari�,
su�essars, a5signs and atfiliates nf ea�h.
(nj If l.ac�nsee rtamed 9n this I��re�ment fs a pubiie ent#t� su�]ect #o any
�p�licahle sfstutory i�art faws, th� limi�s af �nsurance �hafi �e the 1'Em its the Lieense�
then has in ePf�ct or which Is r�uired hy ap�liaabla cu�rent or subs�quen# law,
whlcitav9er is gt�atsr, a portian of whiGh m�y k�� self-insur�d with the �ent and
ap�roval vf Licensvr,
{o] The f�ct tha# insurar�c� Is nl�tainsd hy LlceRsee, sh�� nat be da�med
ta r�lease or diminish the Cabilify vf Vicen�ee, incl�ading, withaut �imitatian, lia�ility
under the i�demni�r provisions a� thi� Agr�emant. ❑amages recoverabi� by
Licens�sr sha�� r�at bs limifed l�y the amnur�# af fF�� required insur�nae covera�e.
�p) Up�n sixly {�0} days' nofice ta f,Jser, Raisroad m�y incre�se �imits or
o#herwise change the coverage required by �h9s A�reemenf, consistenf with
Ra�iroad's risk managernent paliay, n� mare fr�quently fhan ar�ce in any kwelve
{42} mar�th perind.
In the ev��t Ucensee fails to com�ly with ar�y �ravisions af this Secfivn 12,
thls ►�reem��f sha�fl a�afomafica[ly t�erminate wifhvut natica.
'I �. �struc�ttvn Of fac�lity ar Premises ar Qihe�r lt�roverr�nts - If all
or part of thg Facillty or Prem9ses ar �fiher Impmrreman#s � d�maged ar desfroyed
4� �ne or other p�ril= cause� In whale ar in part by the aci� or amissbns vf
Licensee, Licensee shal� restare ihe Facilily or Prem�s�s ar �ther Impravem�rifs
#o their panditVon immediately priar fo such �re or �her peril.
'l4. Candemnativn - In the event ali or any partian af the Prem�ses shalf
be ta![en ar �o�demn�d f�r pu�lic use �in�luding conv�yan�e by deed in lie� of �r
in settlemenf �f condemnat�on pmceadings), �his Agreemer�t sha�f ba re�roked an
�he saan�r offh� ard�r af passassian orthe data o#'the f[nal arder afGandemnaf�n
or deed. Licensar shall be entitled to �II camp�nsatian and damages ari�ing auf
RA� CR45SI1�� LICEAISEe AC3R�AE�1T
Claar Foric Fc�es N1sln ProJect
MP�.D1, Fort Worth Subdivisian !�� '11
of � u�h �aking or condemnatian, ar sale in lieu thereaf, �nd Licensee shali asslg�
to Licensar any and a� c�mpens�t�on and damages award�d fa L�censee in
cannectlan therewffh,
'!�. �srrnination - Tnis ►�+greement sh�lf tsrminate thirty (3{3) days aft�r
receipt af wriEten nvtice fram licens ar wh�n ti) Li�ensee fails �v pay the licen�e fe�
wh�r� due pursuant ta Section 3, ar (iij if Licensee is � def�ui# pursuant ba Se�ti�n
'f �, nr {ifi� wher� Licens� ceases to use the Premises far ��u�lic purpos�,
��) [3ener�i-Termina#ian ar revocatinn Q#tFtisA�r�ement shall nat r�lease
either party hereta from arry lia�ilfty ar obliga�ion hereunder, whe#her af indemnfty
ar athetw�s�, r�su�lting fram any a�ts, �missions, nr even#� which ac�urred �ri�r ta
swch #ermin�t�or� �r r�vaca�an, ❑r therea�#er in case by the ferms of fF�fs �reem�nt
it �s pravidsd that any�ing shali �r may have ta b� ��ne after sucF� terminad�r� ar
reUacati�ns,
�by aurrendar of Pr�mise�s - L1p�n t�errnin�tian ar r+svocatian af t�is
A�r�ement, Licensa� sh��l discQr�inu� the use c�fthe Facility and, w3thin �ixtyr {6�j
days, rem�ve ihe Facflity an� all �ther pro�erty af Licensee from the Pr�mis�s,
su�ject ta subsactian 15,�a� ab�ve. Li�ensee sha�l restar� fh� Premis�ss as ne�arly
as pas��i�le f� the conditian in whfch they �xisted priar tn #he aonstructinn of ih�
Facility. Property ai Licensee not removed from the Premises wEth�n sixiy (�Q}
d�Ys aiter #h� terminatian ar revocatian of thfs L�c�nse shall �ecnme the �roperty
of �icen�ar. Lice�see �,gr$es ta reim�urse Licensor �Far fhe Gasf and expense
Pncurred by �Icens�r Ir� r�taririg the P�err�ises and in dispnsing nf s�id prop�rty af
Licensee nat s� remauoed. �f �G�nsee iails tn surren��r poSses�ion of the
Pr�mises upar� �irmination nr revacaiian of'thi� Agreement, Licensar shaA have
the righf, fa th� ex#�nt permitted by law, ta reeni�r the Premise� and rernove
therefrom Li��nsee and any p�rson ar entity claimir� by or thraugh �acensee.
7�. De#ac�[t -�icensee shall be in defa�lt under this �reement if ��ensee
fails ar refuses fo pay ar�y amnunt hereunder wh�n due or If Licens�e fiails ar
refus�s ta perfarm any at�er cov�nan# ar condiiian.
� Licensee fa�ls t� cure a de�Fault v�ritk�in #hirty {3�j days ���r no�lce trnm
Lic�nsar �v da sa, Li�ensvr sha�l haue tne right, wi�hout further notia� and in
a�di�ian f�a any Qther remedies fJcertsar may have at faw or equity, ta re►rake this
►d+��eemen# farthwith and ta re#aCce passession of t}�� Premises.
77. Nonwair�er - L6�ensar's €ailure #a enfarce or �x�ercise its rign� �nder
any term, conditian ar caven�nt af this �greemerrf sha11 n�t be oonstrued as a
waiv�r af such righfs or af such term, cave�ar�# ar cor�ditians.
q�, At�orr�ey�' �ee� - If eifher party �akes any+ ste�s or brings any actian
fa r,Qmpel perfvrm�nce of arto recover for hreach of any #erm af this A�r�errte�t,
RAfL CR,C}SSING L�I+IS� AC'��V+IEIdT
Clear Fork ��arce Mafi Project
MP 3.[]'1, F�ort Warth Suhdivision F�ge 1�
the �asing party shall pay reasana��e afforney�' fees af the prevailing parfy, in
additian t❑ the am❑Unt ofj�d�menf an� costs.
'i9. personal Natura of Agre�rr�ent � This Agrsement is persanal to
Llcensee. As such, L.icensee ��s no righf to assign this Agreement In whole nr in
part, or to su�lf�ens� the premises in whole or in pa�t.
Z0. Nv#l��s - Any deman�s, nafi�es or st�i�n�nfs t�erein reque�ted or
re�uired to be gi�en �y one parky ta fh� ofher shall be in wrifing. Delivery of such
writt�n notice, demands ar statemenfs to Licensar shall he conclusive�y fak�n as
suf�Icienf if and when delivsred in persvn vr depa�i#�d i� the 11,5, �'n�i�, r�istered
❑r certifed, pastage fully prepaid, addressed tn L.ir.�nsnr at:
uvith a �opy ta Lic�nsar af:
Fart 11Vorth & 1N�s�m Raiiroad Cnmpany
B3�D R1�iglea Place, Suite i�Da,
Forf W a�th, Tex�s 7�'i � 5
At�e�Non: Presid�nt & CE�.
Q�li�ery of suchwri�n notice, dem�nd� �r statement� to i,icen�e� s[�all b�
cor�ol�asively taken as ��a�F'�i�nt if �nd wk�e�r deli►rered in per��n or depnslf�d in the
lJ�ited Siat�.s mail, r�gi�#ered ar �erEif�ed, past�g� f�l�y prepa9d, addressed ta
l.icensee af:
c�ty rn� �o� w�rth.
Attn: VIlafier Departmer�t
20� Tex�s Street
F�rt V1f arth, Texas 7810�
Eifher party herefo m�y by wriiten nniioe Ghange fha address fa which such
d�nands, na�c�s or sfatemertts may be sent.
��. Time of Essertc� - Time is af the essen�e �f #his �greemerrf,
7.�. Th� #erms af this AAreement and a!! rights and �baigati�ns heraunder
sha�l be �averned by the haws nf the Stafe of Texas,
23. Ta the maximum extent possible, eaGh pmvlslan of fhis f�reement shall
he interpr�ted in s�ch manner as fo he effe�etive ar�d valid under �pplicabl� laiw,
but �f any provis9an of f�fs Agreement sha!! �e prah9hife� hy, ar held ta be invalld
under, applicab� law, such pravisior� shall �e 1n�fFe�tive sale3y to the extel�t df
suc?� prahibifiion or invall�ity, and �his �hall not invaiid�te the r�mamder of such
provisian or ar�y Qther pravisian af �his P�gre.�m�nt,
RAIL C�C7S51HG �fC�NSE AGREk31RL�NT
qear �arlc Farca Mai� Prn���t
h�IP3.p1, Fort Wor#h Su6dWislon Page 73
?A. Enfire ►4�reerri�nt . The contents af this Agr�ement are th� entire
agreem�rrt betweer� the part�es and subl�ct tn Section ��c} with regard to the
Facility plan�, supersede all wri##en or aral communicatinn b�tween th� parties
priar ta i�s execuiion, all understand�ng and negotlatiat� reg�rdfng the same
having f�en merged h�r�ln, it �eing their intenfian that this b� an fntegratect
agre�ment
�� If Work is ia b� P�rfvrmed �y a Cantra�far - Ifa contractor is ta da
a�y of th� wark �O�rFormed n� the Facility �in�luding initial constructlan ar�a�
suhseq�aent r�lac�tion arsubstantiai rnainten�nce and repaPrwarkj, t��n License�
shal! require rt5 ca�tractor t� execut� Ltc�nsar's form Temporary Right of �ntry
�reement. �ic�nsee acfcnowledges receipt of e �opy af the Tempor�ry Right of
Entr�Apree�rient and understandin� Qf its tarrn�, provisions, and requirements and
wfl� Inform ifs vantractar af the need ta exsoute the P�greement. Undsr na
circumsfance will Licensea's con#rac#ar be allowed nnta Licens�r's Premises
withaut �irst executfng tha Temparary Right of Entry �reemerrt.
�6. Cr�mpli�ance wii�t Go��2rnmenta! R�guia#i�ns�ticsr�see h�reby
agrees, in the eandu�t 4f its operations hereunder, ta abid� by ar�d cn�-nply with al�
appli�af�e laws, statutes, rufes at�d r�gu�tiot�s of any �ederal, st�t� vr municipa!
awtharit�, or any other puhlic bady having ]Urisdlction, ir�cfuding, withnut limitatf�n,
�aws, ard�nancea and govei�nrn�ni�l re�ulatians c�ntrnlling air, wat�r, nni�s, so�id
wastes and �ther pollufion, an�i environrnent�i damages, an� ta file �11 r�epnrts or
statemer�ts requirer! in connectian with the conduct of i�s bUsiness.
�'7, �n�ironn�ental -
�ay Licensee shalf strictfy cornply with aii fe�aral, stat� and local
enwiranmental laws and raegulatians in its use of the Prem�ses, including, but nat
limited t�, the Resource �anservatinn anr! F�ecrnrery Act, as amended (RCRA�,
the Clean 1ltifaterAct, the Dil P�liutian �1ct, the Ha�aro�ous Mete�ials Transportati�n
Act, CERCLA �collectiv�y r�ferrec! tQ as the "Environmental Laws"). Li�ensee
shaq n�t maintain a#reatmertt, starage, transf�r ordisposal facility, �r undergro�nd
sto�~age tank, a� defined by Environmerrtal Laws an �e Premis�s, Licens�e shall
not re�ease ar su�Fer the release of oil or hazardau� subst�nces, as definecf by
�nvironment�l Laws on ar abaut the Premises.
�bj �icenses shall give irnmedia#e notic� ta L�censor's a�eratiar�s
�erif�r at �81�'} 737-255� of any release of hazardnt�s substances on ar from the
Premfses, vio[ation ❑f Enviranmental Laws, or insp�c#ion ot Ir�quiry �y
governmental aUtharit�es �harged with enf�orcing Envirortmentaf Laws with res�ct
#o Licensee's us� vf th� Premises. Licsns�� shall use the b�st e#for�s t� pr�omp�ly
res�ond � any r�l�ase on or frarn the Premises caused �y Licertsee. �ic�ns�e
afso �hall give L'tcensor imme�ia#e ncytfce ofall me�sures undertaken on �ehaifi of
L.icens�e to inv�stigate, remea6ate, r�pond ta nr atherwise c[are such release or
viafatlar�,
l3AlL CR0581NQ LICENS� AGR�M�NT
Gear Fark Fwce Main ProJect
MP3.�1, Farl UUorlh SubdNEsfon �� ��
�cj ln the ev�t that Licens�r has nc�ti�e from l.icensee or otherwise af
a release ar vial�tivn of �rnrironmer�tal ��ws aris[n� in any way wikh raspact ta the
Fa�ility whlch nccur�€! ar may oc�ur during the �erm af this A�reamant, L4censor
m�y requirs Ll�ens��, at Licens�e's safe ri�ft and exp�nss, ta taice timely
maasures to investigat�, remediafie, respand tv ar catharwise cure su�h release �r
uivl�ti�n �fFecting the Premise� ar Lic�nsor's right-of way.
�d) Licens�e sh�ll prnmptly report bo �i�ensor in wrifing arry ❑ondition�
or a�tiv'�ies upon the Prernises or Licsns�r's right of way iu�awn ta Licensee which
create a risk of harrn to persons, proparty or the environment and, if caused �y
L�censee, si�all tal�e wh�t�r a�tion �s nece�sary �O prevent �njury ta persorr� vr
R�P��Y �r�sing aut of such �onditians ar a�c#�rlties; pt�vided� havuaver, thaf
LEr�nses's reparting to Licansor sl�all n�t refisve �icens�e af any ohligation
wi�atsnevar imposed an it by this A�reement. Licsn�ee �han pramptly respan� ta
�icansar's request far lr�farmatlon negarding said conditiarrs ar act�►iti�es.
�8. Remova! �f FacilEty L1pon TarmEn�iivn - Prior ta the �armination af
this Agreement howsoaver, Li��n$ee sha11, �# Licsns�e's sole expense, r�tnnve
�or a�and�r� ir� place, pursuant to �ppfi�able fec�ral, stats, and bca� iawsj th�
��cili�y fram those pvrtions a� �� r�1�ht of way not occupled hy the road�ed and
track or traoics vf Licens�r and ahall �es#are, ta the sa#isfa�tion of Licer�sor, s�ch
portinns af such r�ght af way ba as good a❑andition as fhey were ir� at tha time Qf
ihe con�trc�ction af the �acifity. lf Licens�e fails #a do the faregving, tic�nsnr may
da such woric af rernooval and restnratinn at tha cast ar�d e�er��e oF �icensea,
Lic�sc�r may, at iks o�ti�n, u�nn such t�rm�r�atin�n, at t�re �ntire c�s# and expen�e
� Licensee, remave #he por�lons nf tFie FaciCity lac�tad upan, underneatf� ar aWer
i!s right of way, rc�adl�l �nd track nr tracks an� r�stnre such rigF�t �f way or
roadhed to as gand a candifEart as it was in a# the time of the constructian a�F the
Facility, or it m�y �srmit Licens� ta �o su�h work of removal and rest�ratian ta
tF�e satisfactinr� Qf Licensar, 1n the event of th� �noval by LiGansor aP the �mperty
of l.i�enses and of the re�6aratian of the ro�dbed and r�ght af way as herein
pravided, L�censar shall in na manner !� liable ta Licensee far any dam�e
sus�ir�ed by �icens�e far or on accauni theren�, and su�h rern�val and resfar�atlon
shaEf in r�o mann�r prejudic� or impair any right of aGtion f�r damages, ar otherwise,
that �.i�ensor may have ag�inst Ll��nsee.
29. VVai�er �f BraaGh - The wa�rer hy Licensar af the brea�� of any
eflnditian, �ovenant �r agreement hereir� corr#ained �a be }aap#, obsenred and
perf�armsd �+ 1.[censa� shall in nn way im�air the right af Zicensor to �vail itself af
any remedy fnr any s�lbsequent inr�cF� theroof.
34. Llcensors �ial�ga#lans Are 5�veral � Licensar's abligations und�r
this �greement, and any liability with re$pect #har�ta, are limifi�d salely ta
Licansor's awnership interest o�r other r�hts with r�spec# ta its in#erest fn and to its
partinri af t}�� Pt�emises owned.
FtAlL GROSsiN� �fG�1S� A�RmuI�NT
Clear �rk �ar�e i+�l�in Phojecf
MP 9.f31, Fart Vl�crth 6uadNis1an F�ge 15
31. .�olnt �ffor� vf th� Parkiss - AII partles tn this Agr�ement hav� had
access to co�ns�� a.nd hau�: had an �portunity ta rea�l, rev��w, or r�vise ihis
Agreemerrt. Thfs ►�re�ment is the r�sult af fhe jain# efForts of th� �arties �nd their
�ounsel. Therefare, the partie� a�ree that tf�is A�reemeM, �r any provisi�n af f#,
sha�l n�t be c�nstru� agait�$t ttZe drafter.
3�. Mlsceflanea�s -
��} In the event t�at #wo or rnore parties ex�cute #h€� instrerrn�nt �,s
l.lcensee, all t�e cavenani� and agreements of �fcensee in this Agreemerit sha[I
he the jo�nt and several cav�enarrts and agreements af suah pariies.
(�j in the �vent of litiga�an on this instrumant and shn�fd ane or mare
cfauses be f�und imralid, �I� o#her pravisians af the Agreem�nt are tn stand as
writ#en.
�c� The terms of this P�greement and alr ri�hts and abligations here�nder
sf�a1� be gcaverned hy the laws af fMe 5tate of Te�as.
�d} This P�greement shall not be madifi�ol �atcept hy wrifEen agreemer�t
of the parties, ln the event �f any canfli�t loe[�nreen t1�e provisions af this Agneernent
and the pravision$ af ar�y athe� written dac�ment ar agreement b�#ween #he
parties, the pmv�s��ns of thls ►�reemerYt shall c�r�tral. In the e�rent o�f arry cnnflic#
betwe�n the pravisi�ns oi ft�is Agreement and the pro��ians af any ather written
documenf ar agreement be#ween #he p�rtfes, fhe proviai�ns �f thls �reemer�t
shall contrnl.
33. Agr�em�nt not to be Ass�gnad - Liaensee shaq not ass�gn thi�
Agreemet�t, in whale or �n par�, ar any ri�ht� herein gran�ed, without the uvritben
oansent of L.icensor . Lieensor's writ#en c�nsent sha11 not �e unreasanably
w�#�theld.
3�4. Succ�ssors and �s�gns - 5ubjeat to ttte prav�sions af Sectian 33
heTeaf, this A�r��ment shall be l�indir�g upon and int�re to the bene�t of the parti�s
h�reto, #hefr heirs, executvrs, �dminist�at�rsT s�ccessars and assigns.
1N 111�TN�S5 WI-�EREqF, th� parties hereta have exec�#ed #tis agreemerrt
in d�rp�icate as of the day and y�ar first herein written.
Signature dn F�liawing Pages
RAIL CRD551NG LICFJ�ISE AGR��Id7
C,Eaar Fork �arc� Main Projec#
MP3.6'1, Fnrt UVptth 5ubdivis;aR
Page 1fi
L"�rY aF �RT v�oR�H, T��C�S:
.
�. r a_ r�- R. e� .�rr'�
Dana B�argk�dof�
Assistaint City Manager
Dahe; �an 22, 207�
APPR�VAL REC�MMEI�CDED:
$�,; ���- �,.��..
Ctlt75 H�1'C�P.P, ]]1I�Gt�i
Water Departinent
A�,PPRd VEL` AS T[l F�RM A� LE�ALITY;
Hy: ��
Dnuglas �N. Slack
Seniar Assistazxt City AttQrn�y
FOHM I��S: NffA
C�1►�T�tA.�` AY)THflRX�ATION
1►�I&C: NIA
Daie Appraved; _�NIA _ �
ATTEST:
B�. � �. �
7an��tte S. Goodall
City Secretary
FU1�T WOR'1`� ANU �'V�STE1t1V
R.t�.iLROAD CQMPANY;
���• r�
��: _ ' . � eL, � ,�/
i�evin Erasmus,
President & CEQ
CUNTI�ACT C�N�PLLANCE MANAGER:
Sy signin�, S acicn�wledge �1�ati I am th� persan re�ponsibis far the monitoring and
St�lri]StlAtlDIi D� th1S CU11tl�a�t, including ensuzxng alI per�armance and reporting
i�equirernents.
r
$�c 1. �'�
�iatn Canlan
Pr4ject l�ianager
RAEL CFtQSS��lG LICE�lSE AGRE�MENT
Clear Fork Force Main Prajact
MF' 3.OT, F'art Warth 5�bdivieion
Pag e '17
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wai� c�vss��� �.rc�s� ���s�ne�vr
Clear Faris For�e Main Pro�act
MP 3.61, F�rt Worth Su�sdlviaian
Paaa is
FWWF� TRAClt L3EPARTMENT MEMO
io: ConiractarsJConsultants working an FWWR property �ar'trackage rights praperty)
From; 11Villiam Parfcer, Dire�torof Planning
❑ate: January 1, 2014
Su6ject; Roadway Warker Prot�ctivr��fln-Tra�k 5afet}� arientatian for Cantractors an FW1NR
F�rt 1N�rth & Western Railraad requires all persannel wha wi11 be in the right-of-way t� participate in the FWWR
Roadway Worker Pratection/On-Track 5a#ety �RWPI075j Contractor �rientatian Program. 7he �rc��ram is designed to
help personnel avoid putting themselves in a P051TION �F PERIL on our prvperty. This is ac�amplish�d through �asic
training on how t� stay safe and awar� araund live railroad tracks.
FV�1WR's training cantractnr i� Idational Railraad Safety S�r�ices �NR55}, Your contact far 5cheduling� canceiiations ar
question5 is Saliy Srnith at 817-275-6777 ar email: ssmith�nrssinc.net.
l.ocations: MAP AND
1. N�55 Training Facility, 4�19 Woodland Park, #� 101, Rrlington, 7?( 76013, Capacity 3a. a����T�p�5
2. Yaur facility �ar you r�nt facility} — additian�l charges in�lude trainer's travel tirnef mileage. ��xt page
The orientation se5s�an generally runs fr�m 2 tq 2-1�� haurs �n duraeion., including a 25-questian multiple-choice exam.
Only partiGipants passing the exarnination will fae perrnitted on the property. A qualifi�ation badge u�+ill be issued ta each
pareieipant after the exarn, indicating training date; iraining is goad for a pertad af twelve months.
Fee scheduie 4281� calendar v�ar}:
• 1 ta 4 individual5 = $��O.OQ.
+ �aGh additianal indiUidual = $55_OD.
■ Maximum class size in ARLINGTON = 3a.
• Trair�in� hosted at yourfa�ility: $S�Jhour instructartravel time and $0.55jmile,
■ interpreterfee = $100.D�.
Sc�edusin�:
• Classes will be s�h�du�ed between t�e haurs of B:OOAM-4:O�PM CSi, Manday thraugh Friday,
• NR55 requires three husines� days �72 hours) ad�an�ed notice farscheduling.
• S�hedulin� is first-come-first-serve �asis.
• Your cantact far scheduling is Sally Smith at 817-�75-6777 �r email: ssmith�nrssirrc.net
• IF ANY PARTICIPANTS REQUfRE SPECIAL ACC�fv1ODATlQNS NDTIFY �{R5S DUR{NG SCHEI]UE.IfVG.
• If participants require tirainingjmaterials in 5panish request bilingual training during scheduling.
Additianal instru�tiorts;
■ Cancellations must be made by 4:40PM CST weekday prior to scheduled tra�ning.
• Payment must b� made in full priar to o► same day of trafning.
• NR55 reserves the right to cancel because of weather eanditions with no charge to client. Class will b�
rescheduked at the earliest apportunity.
■ Travel tirne far instru�tor �if at your facility) is partal to portal t�me fram Arlingt�n, TJL IaeaCian.
+ Returnedjbaunced check fee $35.��. Qualificatian badge re�lacement fee $1.0.00.
• Each participant must have a phota ID befare takingtraining class,
TRAINIIVG WIL16E IN THE EI�GLISH LANGUAGE
If you rPquire English/Spanish instruGtinn and materials yvu must requestthis during scheciuling_
���` TRACI[ DEPAR7MEN7 ❑� fT RIGHT CVERY71N1� and don't put yourself in a P�JSITIDN OF PERIL
v �,
NR55 Trainirt� Facility� �L019 Waodland Park 6lvd., 5uite iQ1, Arlington, 7}f 761p3
htt s: �rrraps.�oo�I�.cvmlmaas?hl�en&tab=wl
From East Lvop 82D:
+ Exlt RosedaJe J 3�3
+ Turn east onto Rosedal� � 303 Q
+ Continue approxirnately 3,5 miles ta ParkSprings Blvd.
_ , ,
• Turn sauth onto Park5prir�gs .`"„" _ `
� : i , a�hu�x � V
• T�rn west zt 1st light, an#o Woodland F'�rk 81vd � �--d�u++
* NR55 Facility is aL 4Q19 4Voodland Park, # 101 �"' 4��' �� '� ��'
¢� � ''�n
�`'��r.�i,, a
� �.
FI'Oli1 f-2D: i., - ~'ti�� re��hy„�,�n ,
• Exit Bnwen . - ��'� '�
�•����
��..niti.l �°�r. �
• 7urn narth ontn 8owen �••��-
�•.F �'h�M . �'i .
• Continue �qproximatielyZ.3 mifes t❑ Arkansas ��.'::."�'.; •.
• TurnwestnntoArkansas �.�. �. ��r,
" � � �• �,K�.
• �ontinue approximately 1 mile �n Arkartsas ,, • �� . . • ,
■ Turn narth anta Park 5prings �ar approximately o.5 miles ' �•. �k'"��, .��„�,.�,:y
■ Turn west anto Woodland Park _ ' <<„
. - � „�
• NR55 Fa�ility is at �1d19 LNoodland Rark, � 1�1 - ' "•
, .,n,.�,
� � I'HI\w' � rt*„
� ���
' I �F 'le�l
- � � + .,'�' .
�►�"t��' �~ �''t� -� F� . ��'�. „`� ��y
t� .r� �� �
�
� ` .�.�....rn, �i�y
�
�■ .+ 1 . � I� ._���. .p� ..'--'
7 � J -
' '� � C �f�,.��..�
y� q , ! �I
Frvm I-34: �' �'''"� � � s �`r +
'• t �fr�-1 � �_
k �1��
* Exit Eastchase Pari�way
• Turn sauth anta Eastchase Parkway
� Cantinue apprgximately 2.9 milesta W. pioneerParkway{�Q3]
Note� Sfreet name will ci�ange frvm Eastc�ase Parkway to Dattie Lynt� Parkway to W Green �aks Blvd
• 7urn east onto 1N, Pianeer parkway [303j
■ �antinue approximately I mile
• Turn south onto Park 5prings Blud
• Turnweston#� 1Noodland Park
■ NRSS Fatifity is at 4�19 Woodland Park, # 1U1
`�; '`�����t,A,� .- TRA�K oEPARrM��T DO IT RIGHT EV�RYTIME and dan't put yaurself in a P�Si71�N OF PERIL
�`Ui�T W��i.TH & WESTERN
��AG�r�G �ra�r�E�T For�n�
T� he ca
FUVWR
F'or ques#ions, sch�duling, an�
cancel lat90 n:
Can�elfatians must b� made �y phane {no
vaicemail) ��-hoUrs lr� advanc��
l.arry Haplcins
Natianal Railraad 5afeiy �ervices
{rnj 21�.417,7�4�, jo} �97-�75-5777
Submit f�rm by email to; Sill Parker, fJir.
Planni�g, wrp[,7afwwr.net
CU�rer�f ffagrgFr�g i►tformatrar�
• Flaggar req�ired when within �5' of �enter line of track with men, material ❑r equipment
• Ffagger may be requirad at any time wark is perFarrned by a third party in FVIlWR righf-of-way
• $14a.a�lhour, eight-hour rninirnum per day = STA�VD,P+f2D RATE
• Terms: Net 30 d.ays, autstanding balan�es afker 30 days will be �harged a$�5 dollar I�te fee and finance c}�arge
of 1.5°/a per monfh.
. R�qu�sting party shall ha liable far a1l att4rney'fees and costs necessarily incurred to collect averdue amountS
. Flagging day (8-Y�our minirnumj in�[udes tra�ei tirne, jab briefing time, flag set up tirne
. F2ates include all applicable taxes; flagging billable rnonthly, I�ef 3Q basis, k�i11e�1 er ro'ect �eemer�f
. $�10.�Olhour �1-'�� time) frorn �ight ta itivelve hours = �V�RTIME FtATE
. praje�ts with a ffagging day up to 1� Y�ours per 24-hour periad require a single fiaggar*
• Projects with a flagging day fr�rr+ 'I3 to � 6�ours per �4-hour period require two eight-hourflagger shifts
• Prajects with a flagging day from 1� to �4 haurs per 2�-h�ur period require three eight�hour flaggers shifks
. Flagging should be sche�uled na less tf�an 14 days in a�ivance
• CanGallations musf be made by phane {na vaicemail] 2�-hours in advance
7o be c�mpleted bv Reques#o�•
*��***********JI11rJ'ST C�MP«7L� "BlLE TO PARTY" �!4 REC�LJEST WILL 8E DENIED�""`�`�`*"""��`�""""`
Cvm an �]�me
�onfact NamefTitl�
Phor�e numb�rs
Email Address
Fax Nurn�er
Mailing Address far
Inv�ic�s, This the
''�ii�L TQ PARTY"
Brief Description af
P�anned Ullark. Not�
p�rtiar�s within �5' of
cent�r line.
R�co mm� n d
attac�ing e�€hEbi# with
subrnittal ❑f this farm.
R_R_ M.M. or Xin
Estirnated DuratiQn
l� 7.R.a.E. dan�e '�
�Fvu�aiaz3s ulis�an�s
����
�o��r�r�iAs 7ot�.i�+� ►w�x[�rTr
Forrrt 19�-3 ti i-zazo}
NC]TICE OF PROPQSED ERECTI(]N DF
GAS, SEINER, WATER, �L�CTRiC, DR COMMLiNICATI�N FACI1.1� LIN�S
TD; NORTl� TE]tA5 T�LLWAY AIJTHbR1fY
5900 WEST PLAf�❑ PARKWAY
PLANC], TE�(A5 75�93
Farmal n�tic� is h�reby gi►ren that
praposes t� erect
upon and along the right-�f-way af
County, Texas as fallows �giv� location, length, general ��sign, etc.j:
❑ATE
C�mpany,
line
in
The lo�atian and descriptinn af th� prapased line and appurtenances are mare fuily shown by
drawings suk�mitted with this natice.
Constructiar� of this line will begin on or after the
d ay af
2�
Agency:
By {Print]:
signature:
Jvb Titl�:
,4ddress:
E-maii:
Phane;
PJease s�bmit completedop�lrcation trr: r�#tautilit errnrt �ntta.arc� Questians� Ca11214-���4-2.��4
Apprnvai F4rm
P��e L nf 2
Approval Farm APPR01f�1L
4nline verslon 11120��
Tfl Jahn Kasavich [}ais 9120f2�21
C.ity of Fart Worth � Applicgtian No. F7W2�21D'1041735€l3
2�0 Texas Skraet Di.stri�t Ap�. Pfa. �20S-S�-L153�7-�9
�o�t Wvrth, T?C 7�102 Highway US 0377
Cor�trol 5e�tion 0080[}7
Maintenance Ssctian Sauth Tarrant
Caurrty Tarrant
ixD�i' af#ers no nbje�tlan ta the Ivcation on #h� rfght-0f-way af yaur praposad u#llity instaflat�on, as described Ivy
�latice af Praposed Utility Installatian No. F'�'W2d�101��1735U3 ��istrfntAppllr,ation �la. ��DS-SS-US377-21}
dated 11�41�0�1 and ar,oampanying documentatinn, except as noted belQw,
R CflFY �� THI� PERMIT 1�1 ITS �NTIFt�TY MIMS`C �� C�N SI7"� AT ALI. TIM�B! Cgntractar is required to
c�r�tact Txii�7'Fraffic QAeratiQns graup at 817-374-38� pr9ar tv bsginning ar�d ex�aVatian wark in t�t� araa af
ex[sting utilit�es. The Utility Dwner ia tn sand a Conduct Ins�actlon action with the i�n-Sife CaMractor's
aan#act informatinn through tt�e UIR webaita 48 hou�'s priar ta c�mr�encing wark. CONTRACTQR Is t� conia�!
Inspectar Gavina 7�lamar�t� at Cell �17-2��913d with his 4$-hoar Motins ar�d �CP subtni��ion fram th� rnast
recer�t ed€tlon af fl�e iGPs S�andards * 48 hours prlor to camrrt�ncing uv�rk. Utility Oum�r Shall Hnt cut lntn
�raaeman# or rlp rap wlth�ut 1Ni��F�EN APPR�VAL fram 7x�OT. Selaw is the Link for the latest edition of khe
ixC10T �tendards "�'Cl�s: ht4q:flwww.d�t.s#ate.tx.�usl�nsdtd�filargch�rticmdlcserv+�l�tAndardlta�.htm
When inskalling utillty iines an �on#railed a�.cess highways, your aitentian ts c4(re�ted tv gav�rni�g iaws, especially la
Texas Transpartation Code, �iile �, Chapter 2�3, pertaining #o Madernizatlon af 5tate Hlghways; Contrvlled Access
Highways� Access tar serving thls ins#all�tlon shalf b� limtted to acc�ess vi� [�} front�ga roads where �rovided, (bj
n�arby �r adjacent public raads or str�ets, �c} trails along ar near the highway right•csF w�y lines. eanne.cding anly tA an
intersectlrtq raads; frnm any one ar al� of whVch er�try may be made tn the nuter port�on oi rl�e h[gnway rlght•ai-way� fnr
nflrm�l service �nd maintenanca operatlons. The Installativr� �wne�'s rights o# accesa la the lhraugh-traK�c roactways
and �amps shsl{ t�e sub�ect to tMe sat�e rales and ragulati�ns as ap}�ly ta th� general pu�l�c excapl, hawever, ii �n
am�rgency situation �r,�urs �nd usual mea�s bf ecaess for �orrnal s�rvic� operatians will not p�rmif ihe immedl�te
acdon ra�uired by the lltiliky Installatian �rwner in making emergenay repairs as required t4r the safety �nd wei�are of
the p�blPc, ths l3tl[ity Qwr►ers 5h�li have a ternpo��ry rlght �f aGcess to �nd fr�m fhe fhrough-traffic rv�dw�ys anti
ramps as r�ecessary to accamplish the requfred emergency r�Ra�i�, pro►rld�d 'ixDOT is immediat�ly rsvtitied by the
Utility Installation Orkner when sueh rapakrs are initiated and adequste provision is made by kfi�e LJtility Installat9nn
�wner P�r convanisnce and safety af highway t�af�c.
Yha installaflan shall not damage any p.art o� the highw�y and adequate provisions must bs mad� to �ause minirnum
inc�n►�niences to traffic �nd �djacent pmperty awr�ers. En the evant fhe Instalfation Owr�gt fails �o ca�'nply with any or
all of the requlrements as sat forth her�ln, �he State may #aks su�h actfon as it cleems appropriaia to cnmpel
campiiance.
ft is exprassly understood that t�e Txa�T does r�ot purpork, hare�y, to grant any ri�ht, clalmT title, ar eassment in ar
�p4n this highway: snd it Is furth�r understood tF►at fhe �xD�T may requfre the Installatian dwner ta ral�cat�e t�is line,
subjec� tn pravisians at grr�err+ir�y I�ws, by gi�ing thirty (3bj days written nvtice,
If aonatructlan has not star#ed wi�in six [Bj rnor�th� of the date of #hi� �pproaal, th� appr���� ►ul�i autc�r�atically exgira
and yo� wlll b$ requir�d to submi# s n�ww application. Yrru �re �[sa requested ta natify khis office prlor to
commen�em�nt of �ny routine �r periodic maintenance which requfrss pruning ai treas witF�in th� hig#�way right-of-
way, sfl tiiat we may p.raufde specificaHons far the extent and me3hads tn gnvem in trimmir�g, topping, tree balanoe,
type df cuts, palnt�ng cuts and clean up. These specificatians are intendad #a preserve our aonsiderable invastment in
higfiwa� planting and beautificati�n, by r�.du�ing damage du� ta t�irnmin�.
Spe�ia� Provis��ns:
Yau are required to notffy 7'xD�T �48 hours �2 �usiness daysj isefare you �t�rt canst�uction tv allow #or prapar
inspectian and coordinativn of work days en� traffic �antro! plans. Us� the lllR wabsife for #tse 4&hour natificatinn.
�]D N4T star# constructi❑n until yt�u hays caordinated the �onstruction start ci�te and inspectfon with TxQ07. You e�ra
also requ�rad t� �eep a c�py of thls Approval, �te Noti�e af Proposed Ir�stallaita�, and any appror�ed amendments at
tlie joU sile at �I1 times.
Texas Dapa�trneni af iransportafian
By Gavir�a Talamaniaz
http:ll�pps.dat.state.tx.uslappsl[]1RPR�v211ibllyTvtic�Appra�al.asp?A}�proweriD—I]�T2U 1911151 Q�8�9&... 112DJ2U� l
Approaal t�onn
1'�ge � of 2
Title ROW Utllik Ins ectar
�istriot F�rt Wortfi
litt�:fl�tp�s.dat.state,tx.uslappsli.TIRPRav�lliblNnti��Approval.asp?ApproverI'd D4'T�0] 91 ] 15 t[3�8�9&... 1f201���I
Page 1 of l
��xas
na�,xrrne+��
of 7ka►t�p�o+ra�an
rnstau�lkin appllca�am
On11ne var�ion 41�088
Notic� of Propos�d �ns�a�la�ion
Utiiity Line dn Txf3flT Hi�hway Righ# �f Yl�ay
'Ca l#te �sxas Trsnapvrtativn Commissi�n
clo l�istrict Engineer
Texa[s Departmenk of 7rar�sporlation
Fart Warth Distr�ct, iexas
pa� 1 �712a2�
Applivativn ido. F't'W2U2141 a41735q3
Formal notice is hsreby �P40n Ehat Cit oF Fart atth
propo�es to install a utllity facllit�r wiEhin the r�jht-of•way ni lJSa377
in Tarrant Cvuniy, Tex�s as'iailaws� (dat�ils �re s#�flwn vn page 2}
A SB•inch li�PE sanibary saw�r farc� main i� proposed t� b� �nstakieci by hvrizontal dlrec#ianal drill
croasina tha exlstErsg llnlan Paai�ic rallrnad, �{Ti'A Chishoim �rail Parkway, and ix130i iH-3U RDWs,
due to tha difflcuit ge�m�try, and in an effott td not o}�er� cut alQng Uni►►arsEiy Drive, an FiQQ
installatfon is #�a1ng praposed.
The line wHl be saansiructed and maintained pn the highwpy rlght of-wa� es sriown an the aitached drawing
and an a�ardar�ce wi#h the rules, regulatlons and pal�ciss qt [he Texas aepartm�nt of Transportatian
�TxDO7j, and all gaverrring laws, including hut not 1im�t$d ta the °Fedaral Glean Water Aot," the °Nativnal
�ndangered 5peaias Act," and khe "F'edaral Hisborlc Pressneaiion Act." lipan request by Yxpo3, proof af
cnrnplianae with all gov�ming laws, rules and reguiatlans wlll 5e subrn�ited to� TxD07 �afvr'e anmm�nc�ement
of construGtion.
�ur firm will use Qest Man�gement Practices ta mfnimlze eresiqn an� sedim�nt�t[on res�lt+ng Prom tha
proposed install�tian, an�+rv�v�riil re�egetate �he pro�sci eraa as indicat�d under "Reri�egetation Sp+�cial
Provisions,"
�ur firm will ensure lhat traff`ic control measures complyirsg wi#h ap�alicahke par�fans of tha Texas Manual o�
Unif�rm ira�fic Gantral [7evices wil� be inatallad and mafnt�ined far tha duratson af t�is insta4latlon.
The lo�at�an and descriptian of Ihe prapvsed inst�llatior� and appurtenances is mnre fully shawn by 1__ fiaes
conte�lr�ing dt�win�s and �Zhef pertinent Informati�n upioa�ed io khe weh�ite.
Constructiori will begin an ar aftar �luaust 1. 2021 and end on or b�fvre daeamb$r_�1��.Si�.
l cs�tify ti�a# I am authariz�d m repressnt ths Firm listsd belaw, and th�t our Firm agre�s ta tha
co�ditiana�provlslans includ�d In this natic�e.
UtElity lnstalfatiorr Dwner Cll v� Fort Worth
F3y Jahn Kasauich
Titl e — --
A[idrass 204 Tex�s Strset _ �—
, �art Warih� T3C 761U� _
Phon� No. 817-39�-848�
E-meil adc€r�as 'oF�n.kpsavich rtwarth ov,ar
http:f�apps.dol.state.�.LiSISppSIUIRPRDV�I11�}{P�11t1VOilC�.fl5�1�p�IC11iZEV�T�tNO=Ot�P$lillltAE]NO=FTVI���.., 11712U21
Page i af 1
�1ppli�a�Eor� a�tails
ApPi[�atlon N�, FTW?.O��Oi��1�35U3
aale 1f7�2021 .
UtElity Install�tEon flWnar Cit af Fvrk Worth
By Jahn !{as�vieh
1�xoaT aisq�Ict Fort wortn Distr��t
Cvu�ty 7arrant
Ra�te U��3�77
Cantrol Sectian 0�8�07
A 3E-ir��h H❑P� sanEt�ry sewe� #nrca rnair� Is
prapc�sed to be tnstalled i�y�tarizantel di�ectianai
dr�Il crossing the existing Unfan Paclfr� r�llroad,
f3esG�lj}tlOi1 �T�'►4 C�isflr�lr¢� Tr�i] P[trkw�3y, ar�d TxdQT IH-34
RdWs, du�tv the dlfficult geometry, ��[1 in an
effart ta nnt open Gut �long Unfversity Qrivet an
HDd instal�ation Is bein ra nsed.
Aktachrrients ���AR FQRK ��RC� MRIN - T1CI70T
�7(HIB1T-ifattenad-tra�f-slze. df
hitp: JI apps.dnl , s take. t�. uslapp sl [�1'RPR(]v2J1i�1Per�ni t1�1 aticeDetai ls.asp � PercnitCuentNo� Ue�Permit,A�Na=.. . 11712 62 l
Pago ] of 2
TxDC?T - Fv�t Wo�#h District
CHECItLIST FQR R�VI�W OF HQiiC�S f3F PR�P[l8E!] 1NS7ALLATiQM
Onlins vers�an U�1�019
Yea No HIA
��� 1, Is the ut9lity oompany s�brn3ttlrtg ti�fs IVolicaaf Prupased insta!lsilon �4VaPlj reg{stered in the
Tx�07 IIIR Systam� Only ut�lity r.prnpanlex re�EsterecS and con�uetiny installations v�ltt�in the ��'t
Wnrth district can r+few �ixl su�mit thks aheck�fsl as the prellminary pon�an vi ihe parm�t.
�� u 2, We pr�pos� ta cons�ruc# thls utllity instaAation accordfng W t�s descrlptian, CanstructEon pl�ns,
special provisians, �nd other rel�ted documents, �s des❑�bsd in the Notica af Prapdse�. InstaIlatian,
Appro►ral Fnrm, �nd Apprav�d Am�ru�mer�ts. W� wiA ��sa maintaln [leid representallon du�ing
install��on of tMls utll[ty.
❑❑� 3. The fallawing nat�s are �ag�ed on fh� Srst page of t�� �lan she�ts: G�N7RAC7�RS-YOU'RE
TO CALL THE 7xdOT Ih1SPECT�R IVOTEa �i� THE APPROVED f�ERMl7 48-HDURS PR1DR T�
TF3E START OF C�NSTfiUC7l�N. TFIE CQ�+ITRACTOR 15 REQiliFtEq T� CONTACT �xi]OT
DISTRICT TRAFFfC SIGNAL SHOP RT B'17-37Q-36fi1 FQR LIIVE L4CR7E5 IF BURl�C3 PC3RTIDN
DF T1i15 WQRI[ 1S N�RR TxR�T TRAFFi� SIGNp1L5.
ThQ prvposet! construetivn a�ksove �round wl!! 6e we�l cut vf Tx��T itOW
��� 4. Has the uti�ity cornpany's on-slte Inspector arrd ovn#raatar name and ��It�ct informatian been
provfdad In the Specia! Camment section7
Cor�tractor and Inspsctor �il[ he Id�nllfled u an award af#he contract and have not i�
een determined.
�[� � 5. ArrB the utility plans lagi6le, drawn to scals, accurately dimensioned, �nd nartk� arraMl with vlCinity
map shown?
��� fi. Ara the TxDOT �tOW IIneS at�d adge aF pavemend�urh lines distlngulshed, labeled, and
dirnensfaned ar� tha plans? Is the l��stlon and identlfication thighway numherj of the TxDDT
highway cleatly indic�tad an tt�e plans?
�[] [] 7. Puse all new utlllty crossings af Tx[7�T road�rays �rvpased al 9p degrees with lh� cent�r3ine of tila
highway7 If nat, Is an �xCe�atlon k.�tGar addresssd !a the TxDOi F�rt Warlh I}isirici Er�gineer
aitacite�d?
��� 8. 6uriad UtiliH�a: Are oi[ and gas, water linas, FORC�D �anitary sewer lines, and elacir[a cabl�s
pl�c�d In a ste�i casing when crn�sing the roadway7
It is impracti�al to provEde a ateel �asing for this inatallatton at �- �5 fest qelaw
t�s axistln raund.
�[� � 9. Buried �ftiliHes: Ars huri.ed uHli�es loca#�I as cdase #a 4»F7 f�nm !he ROW kine �s passEhle7 If not,
are utipty can�icts shown anci Ide�ti%eci7
��[� 10. 9uried Utilities: is the minimum bury depth clearly ir�di�atsd on th� pi�n snd profi�e sheets for
u�llitiex running parallel to the RQW and far thnse arossirrg the ro�dway?
��[] 11_ 6uried lltilities: For linas crossing high�vays, dty stre�#s, couniy raads, private roads, and paved
drir�ew�ys, ia it c1�a,rIY sahnwn in th� r�a�nriptinn afid nn �iar.h �a{�A nf thA drawin{�s th�t thp l3nA �ntill
be instaped by convenfian�l dry a�ger bare unlsss otherwise appraved in wrliing �y a'�xC}4T
Engineer ar Insa�c#�r.
http,ll�aps.d�t.atate.tx.uslappsl[]IRPR�v21liblPermitCheck�ist,asp7PersnitApNa=FTW2021UIii41735A� L171Z421
Page 2 of 2
Propo�ed lnstallatfon wlfl he in�tslled hy har'9torrtal rilre�tfonal drili
��[] 12. Buri�d LltilFties; Are exisiing utility faailf�las In olv5$ prpxEm�fy shown in the pl�n view and also !n
e praflle rriew when alignm�nts arosa?
��] � 13. Aerl�l Lltili�es: Are new utility pal�s located within the first 3-FeSt af the R�W7
[� ❑� 1d. AeHal iltilitles: Are exiat�ng �nd new utility pole� difiarenlfated on the plans and is the minimurr�
�erial (vet#it�al andlor hQr�gnRalk af�arance cfearly natad?
��� 15. For HIGi1 PRES3LJRE GR5 LINES, SALT WA'fER PIPELIN�B., artd ABAN�OIVM�fJTS pfeasa
cantsct the tltil�ty P�rmit Dffice at {81 Tj 3�D-6534 0! (8'17'� 3P0-68B�S,
[� �� 1 B. Far 5mall Cell: Will this prvject megt ��I applicabla Ci#y desigr� gu�delines? �f not, ��e�se explain.
[] �� 17. �or Smail Cell: Mas the Appli�ant read, undarstond, and tv tha best of their ahfl3ty, dr�fted a
d�sigtt that fallaws 43 Texas Admfnistrative Code, Chapter 21, Subchapter �, in this subrnission7
��� 18. Fo� 5m�il Ceii: Has the Applicarri read, understv�d, and to the best of their ehllity, draft�d a
design #hat Follnws the District Spec�al proyision's?
��� 19. �t is understaod that a oapy nf t�e Utility Permit or Individual Site Agreement {wlth exhlbits}
MUST ba qn the fab slte during any canstru�tion ectivi{�@$,
hktp,lfap.ps.dot.state. tx. usiappslLlIRPRUv21f ib1P ermitChecklist.asp7PerniitApNo=FTVV�021 U 1041735Q3 117l2021
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Page 7.
FORT WDRTH Di�TRI�T 11TILITY QIRECTDRY
�� - FTW - 7 211 fiJ�02Q
FORT WOF
s�� i ��c�y
Dovg F�in
ISTRIC7 Cl"C1LI7Y �FFICE
oFF��� �Hon�E
817-37D-G9S0
�� 7-37�-fi542
8� �-370-6fi81
682-�6Q-'�839
89T�3�Q-65�3
a9�-b16-36��
5'f 2-348-1148
4�9-719-Q89�
512�6�1-SQ72
Right af Way Prvject Delivsry Manager
lltility Lead f]a fas.Fain rxd�t. ov
Amar Akram, P.E. Transpartatian E�rgineer ,4ma�,Akram� ot. av
ftebeccs 8a�her Ufifity Goflrdinafor-Parmits R�becca.g aher dot. a
Ben Trevin❑ U#iftiy �t�prdinatOr en.�r rrina t. o
Jer�nifer Shawers Ufility Caardinafor-POrmits ennife 5h�+vers�txdnt.unv
�'rancisa �Javierj Fu�nfes Utility Gvvrdina#or Frarlcisco,Fuentes�txdot.�aov
Patrick N�nle Utility Coordinatar �atr�ck.lVunle txdut, v
5heldan Ga��wo�d Utility Coordinator el e xd _ ov
UTIL.I°iY lNSP�CTURS
Gavino TaEamantez - Ga�ino.Talamantex txdot. ov
North & Sauth Tarrant Co.
Gell-8�T-240-913� 8�T-370�fi6B�
JQHN�OI� CdUN7Y 11REA b�F[C� : 8'�7-2a2-��OD
Janet Grawf�rd, P.E. � Area Engineer
Peter Ross, P.E. - Asst, Area �ngineer
(�1j W15E R JACK Cfl�JNTY A�EA OF�iC
Edrean Chang, P.E. - Area �ngineer
Dscar Chavez, P.E.- Asst. Area �r�gfn�er
�52j #�iOR`fli TARRANT C�RJ�ITY ARE�1 QFfiC� (N. QF IH-3U) : 8'17-399-43'�2
Minh 1"ran, R.�. - Area En�ineer
James �ell, P.E. - Assf. Aroa �ngineer
{Sdy S44JTH TARRANT �flIJNTY AREA f�FFfC� �S. DF i FI�Oj : 817-37Q-664�
TBA - Area �ngineer
R�ssell Poer, P.E. - Asst. Area �ngineer
56 ERATH, HOO� 8 5aN1�R11ELL CQUNT1r AREA �FFI��S : 254-9��-3511
David Fawier, P,�. Area �r�gine�r
�arah H�rner, p.�, Rss�stant Area Engineer.
al PARK�R 8 PALQ PiNTC] GQUNTY AR�A DF�lC�S : t�2-2��-2$0�
David Neeley, P.E. Area �ngineer
Gary 8eck, P,�. Assistant Area �ngineer.
Matt �vans, P,E. - ❑istrict Maintenan�� QireGtor
.�ennifer Giavando - �'�ice Mgr.
C�riskin� J�rs��- I�AH, Damage Gfairns� 8� �51�W
� 1'�-2Q�-�9Qil
817-202-�933
94�-�26-34�0
9��-fi26-34(]0
817-39�-43q�
s� �-��g-�aa�
817-37�-6B4Q
8'� 7-370-6fi40
254-965-�51'E
�54-955-3511
682-��9-280i3
68�-2�9-28�U
91 �-370-65�9
817-37D-652Q�
817�37D-3B8�
Page 1
Page 2
Margaret Jasso - AccesslDriveways & 5torm Drains
�7RAFFIC SIGNALS, 7RA�FIC MANAGEMEI�fi, I��SSAGE B�ARdS -�'17-370-3G�1
Dicky White Supervisor
Line Lncatior�s: Cont�cl Cantral Rnom f]fiice ior Forn�
iEmergency �ontact Number; Cantrvl R�orn - 24 Hours
S �{ 7-370-6�27
817-37�-686�
8� 7-37D-36fi1
817�3iU-36f 1
FOAT woarH o�sT�ic� �w�vTEnran�cE a��ic�s
J�HN30N CaUN'�Y l4iAlNTEMANCE
John Nolk M�inter�ance Supervisvr
F3ryan Andersvn Utility Perrnits lnspector
Jashu� Powers lJ#illty Perrnits Inspector
`WIS� 8� JACK COIJNTY MAINTENA�ICE
Golt Wright Main#en�ne� SupervisQr
Keith Prachnaw �ltifity Permit Inspa�#or� - Wise
,�ana Robinson Uiility �ermit Inspectar - Ja�k
UVesley Harrisnn Utility Perrnit Insp�ctor
-N�R�'H TARRANT C�UNTY MAIN7ENANC�
Mik� Sepeda Maintenance 5upervisor
G�vinnT�l�m�ntc�z N�rth �ar�nt Caunfy lJt�li#ies Inspecfor
S�UTM TARRA�17 C�UNTY NlAiNT�NAHCE
TBA �v[a�ntenan�e 5up�rvfsor
Gavina Talarnente� South Tarrant County LJ#ifities l�nspector
�E#�47H. HO�D, SQM�RVfLL CUUIVTY MAiNT�N1�NCE
Jas�n Me�ders Matntenance Supervisar
Michae� Mi{Isap Utility �'errnit Inspectar
PARI{ER 8 PA�.Q PINT� C�l1NTY MAINT�NAM�E
'i'am grawn
Marc Cantrell
Maintenance Supervisar
lJtility Permits Inspe�tor
Ce11-817-281-�'794
Ce II-81 i-24D-� 149
�s1I: �1 i-29fi-1956
Cel1: 840-567-66� 1
Gell: 817-709-GfiG4
Cell-8� 7-2�Q-9T 34
Geii-S 17�240-8� 3�4
CeH-�54-4 � 3-5D58
8� 7-�p2-2900
B� 7-�0�-290�
�q 7�zo2-z�o a
9A�a-�26-3400
�U-62�-3�q�
940-626-3�4Q4
��a-s�s-���o
8� 7-399-435�
�17-370-�558
817-3i0-�903
817-37�-6G�8
�54-955-3511
254-�fi5-3541
582-�29-280�
817-?87-94�4
EM�RG�NCY U�ILITY CONFAC'�: Traffic Contr�l Ro�rri -�4-Hours 81T-3�4•3G61
T��Di'S M15SIC]f� STAT�INEfVT
Th� m[ssfon of khe Taxas Qepa�trrsent Qf Transpar#ation is to pro�ide safe, �fFective and efflcient movemen# of peaple and goods.
SA�ETY
Pleass refer kv tha Ta��s Manual on 4Jnlform 7raff�c Control Deviees �TMI�"fCQ) f�r questinns cancer�ing traffio contral plans,
tt: ft .dat.stat ,tx.s�s tx Qt-infd trf mut� � 11- -i . df
V4�MILE WOltFCING �N THE TxODT R�G�!`I' OF WAY: HARO 4�A7S� CL,AS3-3 SAFETY Y�STS AND 5TEEL T'O�D ��OT5
ARE R�4UIRED AT ALL TIMES. A C�PY QF TFEE UTILITY Q1�kfN�R'S PERMi'C ML1S7 S� ��4 SiT� AT ALL TIMES.
�a�e Z
UPRR Falder 3�57-3Z— Fart 1NoYth, TH/ UPRRCanstruction Okaservatian R�quirernentS
This utility installatian has 4aeen assi�ned to i�ave a RailPras Observer and a�lagger. Please have the
responsible party for the RailPros invoice�s} complete and return the atta�hed Project and eillingforrr�
and I wilt reply with the necessary paperwork �#3�. Also at�ached is the vuork plan form 4#i4] that needs
to �e #illed out and subrnitted far re�iew.
Cpntractar 5hall email the UPRR representativ�s, T�nya Buck and Lai'ry Scott (cpntact info given in #3
and �#5j and askfar approval ta wark on UP R�W [RailPro� cannot schedule yaur prajectwithoutthei�
appro►ral em�il on fife}. Send email indieating EJRRR appro�al ta r�r.utifi�ty _ rail rca�.com to continue.
The Hi�hlighted Canstruction Ohservation requirementsthat ne�d fi� he cQmplet� befar� wark takes
la�e an under or above L1PRR ra �rt are indicated �elaw. Please note �hat the abserver needsto �e
sChec�uled from the start af the underground instalt�ti�n ur�til the utility is in its fina! resting pasition.
The Ra ilPra� t�am loaks farward to working with yau. P1e�se feel free to call w3th any questlons. UVe are
�tere ta hel�.
* Marianne �'BagY, Pr�je�t IVlanager �marianne,oba . rail ros.corrl or 8�1.-$15-2884} for
ConstrUction Observation requirernent5 ques�ions
; Bao ❑oan, Review En�ineer �bao.doan rail r��.com or 3�#6-719-7�35j far 1Nork Alan questir�ns
• lasan {Vlurray, airector �iason.murralr�rai4�aras.cam or 248-974-3362} for any questians
U�RR CDlVSTRtJCTIQN �85ERVAiJON 14� UlRfMENiS —�MPORTANT — Pl���tS�' RFA�
6e sure tg reference your FOLDER N�M6ER (1.�34-56] in any email to RailPros. Also, it can take up to
30 days ta sa#isfy�ll the lJPftR Construction 06serv�t[on requirem�nts helaw;
1„ UPRR UtilityAgreement-- F«liy ExP�uted
2. �1PRR Contractnr Right af ��try (�R�E�— Fully Exe�uted CRDE is noC on file with R2ilPros
r� Please forward the electronie capy af the 11P Agre�ment to utilities.vffi�e.staff�7rai�ras,�am
3. Flagger and FtailRros �hseruer -- Nat Carnplete
❑ Compl�te the attached Pr�ject and 8illing forrn and returnt�
utilities_affice.staff rail ros,�am and thefollawin wilf be emaileci for si natures ete.:
a Ohserver Agreement
❑ Flagger Quote and 5erviees Agreement �5A}
and
��mail Tanya Buck �U P RRj at tdbutkC�up.carn �nclude the f�lly executed LIPRR a�reemenl } ta
infarrr� them of construction in their region [UPRR requires all pra�e�ts in the southern regian
tfl cantaet UPRR for appraval to have RailPros flagj
❑ �nce a1i the Constructian Qbservatian requirem�nts below are camplete, RailPras can discuss
schedul�ng
�MP�RTAN'T.• Please be awcxre thut per the RarlPros Ag+'eem�n� rt rs expectee! ia have the [3bserver
p551gne(� GOI1Sec�trve days �N10t7. —5at. ai a mrnimum for projects thai extend into mu�tip�e weeks}
ta avord arlditiano! fees.
4. 4hlork Plan Form� �fot Carnplet�
❑ Complete the attached Work Plan �orm and sta.bmit to utiliti�s.affice.5taff rail�aros,cam
� Su6mitthe En�ineer Plan and Prafife {IV�tthe ExhibitAfram the 11P Agreement]
11V1P�1RTAN7; The Work !'lara Farm is requiretl ta verify the Contraetar's rnethads ant� mr�teriafs dre
rn�et�ng or exceeding 11PRR standcrrds a�rrd pra�ctrces arad are the same appraved in the LJPRR
Agree rrien t'.
UPRR Falder 3Z�7-3Z — Fort IN�rth, T7� � UPRR COnstruction Ohservatiorl Req�irement5
�. tncate UPRR Signal Cables -- �lat Carnpfet�
❑�m�ii the UP Nigr. 5ignaf Mntce. Larry 5catt at ihstatt@up,cnm
� Give th� depth of the casing, the MP and 5ubdivisivn (given in �xhibitA of the UPftR
Agreem�nt]
❑ Ask them Cv �epiy ta your email with any instruc�ions
IMPORTAIVT.� Cc utiiities.affice.skaff rai! ros.cam
5, +t1PR#� TeiecommunieatiQns ("CaEI Sefnre t1 a�g"�— Nat Cc�mpf ete
u Call 1--80Q-336-9193 to generate an a�tive ticl�et ar to renew an existin� ticket
� ff prompted to leave a�oice m�ssag� be very clear and concis� �nd lea�e an emaif ad�ress
n 48 b�siness hours ta be�ame active and then active for 14 days
❑ Forward the CBiJD Ticket to utilities.af#i�e.5taff rail ros.�om
IMPQF2TANT: Fach contrpctor wha wT1� be digging f driliing on LJPRR prapert� rnust �re na�med o� a
trcke t.
"5af.ety is �lnian Patifi�'s#1 priarity and extends to all who came Qn Unian Pacific praperties," Union
Pa�ific Prvperty Aceess Training (L1P-pAT} can be found
here: htt s; www.up.corr�Iaboutuplc�mmunitylsafety_�erailsaf�lu�-t�atlir,dex htm
Please re�iew the follawing link ta ensur� eomp�iance with a�f L1P�� Pp� Requirements:
i�tt s: www.0 .cati-i cs r�u s ublic u rr su liers documents u df nativedocs df u su
li� er safety req.�adf
�. ,�,.� � �� �1� 7
I'o[der i�o. 3257-32
IxIPEL�I�TE A,�R�EEIVI�I�
Milc Pos�: 2�18. ��, �a!!as Stibdi�isian
Locatioi�: Fort �arkf�, Tarrant Cnuc�ty, Texas
Tl�is P1P�LII�IL� ACRC�MENT {"Agreemei�t") is �nad� a�ld eiitered into as a#' tlZe �-. .•-. d�y af
'"�„�et�; ��2� {"Effectiva Dafi�"), by ai�d betweon i]NIfl�C 1'hCIFIC RAIX..[�QAD
,� _ ��
COIV1PA1wiY, � I7elaw�i� cor�arati�n, to be �ddi�ess�d at 140� Do��gl�s Sfreet, � MS 1 G90., Oi�aiia,
Nel�rasl�a �i.$ I74 ("Licensor"), a«d �:�fTY UF I+'URT �QRTI�, a Texas xiiE�nieipal r,cupdratioi�, fi be
addressed at 200 T�x�s Street, T�rt 1Nartl�, T�xas 7fi 1�� �° [1iceTtsc�").
IT �� 11'�[]TCiALLY �GItL+'L+'D
I3Y AND �3rTVV�TN TA� PARTI�S HEXt�'X'0 AS �'�LLQV4'S:
Arficl� 1. LiCLNS[3R C�l�ITS RxGH�.
A, In r�ftsideratiqn of the liqanse Fea to be paid by Litensee set fortl� l�eiaw and in :FuriEter
eonsitle�'�t�[�13 af #he an�reu�nts and �tgreeme�tits to be �aerForia7ed by GiceFtsce, Lio�nsa�� ��ereby grants t�
i�ice�isee 1i�e rigl�t ta co«str��ct and thercafter, during tl�e teriri i3erec�f, ii�ai��tain and aperake � 3$,3 irtclx
plastic pi�eli�ie �t�eased iti � 5� incli stoal cas�r�g for tr�nsportiitg as�d coi�veyii�g sewag� o�lly, iitciuding
BLIj+ �]J�]lIF'�BIiSl1C�5 i�equii•ecf far tl�e operation aT s�id pipeiinc �cnlle�#ively, "Li�ensee's F�cilities"} act'ass
L[G�I75�1''S !'�il� Elt'd�]�J�ty, tr�ckage, or otlicr facitities loc�t�d izt Fai�tli Wn�'tlY, Tarf'ant CocuiEy, Str�te af
T�Yas �`�Iiail��oad Pra}7ei�ty'�). '["l��e s}�e�ific s�ecjfic�tfi�its �and [ii�iitec� purpost� ��r Lieense�'s Faci�ities �i�,
alai�g, ac3�oss a»d u�ider Railrr�tid E�rnp�tfy �ee d�,5a�•ibed i�� and sliawn o�� the P��i�tt ttnd SpeciCcatio�zs
dated AEigust 10, 2D21, attacl��d lt�reto as �xhibit A 1& A-� �rid niada ��ai�t heraof
8. Licetisaa's F�ailitics will (i} artily be �isccl fo�� tra��s}�oi•ting azid ca�i�eyi��g sawagc �iid (ii)
i�at be issed ta cot�ve� �Eiy c�tllez• suhstaiics, a�ay �b�i� �ptia cab[e, ar for �i�y vtlie�' tisc:, whetlter si�G]7 use is
Cu�•�•e��tly tecl�uolagic�lly i�asslble, or wEi�t�ie�' suciti L�se may ��oine into axisCeuce �ur'ing tlie life of tlils
A�reein�:i�t.
C, LIC�175�� �CkilOWl�C��T�S L�7s�� iC li: �I' ifS L`4tfil���ctai pi'OVi(�05 I,i�ensor witl� digital iin�gerp
depicting Licei�see's Facilities ("Digit�l I�r�a$��y"), LJC�ii5C@ autG�rir.c.s LiGettsol• to t�se 111e Di�iC�i
I�nta�ei�y i�z pre�arii�g �xhibit A. X.1C�115�Er throu�l a ifCCl]S6 OY ot�i�j�wis�, h�s t3Ye ►�iglit to use tlte digital
l�nagei'y d�id ta pet'rnit Licei�sqa'to tise ti�e I7Ygita) Imageiy in said mantier.
�3't1C1C'�. T�{ ]��
This Pipeli�ia A�r�ement sl��l] t�lce effeot as �f the E#�ective Date f��'st �1�re�n w�-itten and sl�all
coi►tinue in f'ull F�x-�e �nd eFfec#.
�,�•ticle 3. LICEI�S + i r��.
[Jpan exec�ilioil of tI�is Agreet�ient, Li�eE�see sli�l) p�y bn I,icea�sor a one-time liaense fee of Ten
Tl�qusaEid Six 1-Iu�jdi�d 5ev�nty D�ll�rs ($1 U,G70.00}.
a�ft��� a. �c�rr��,�}s c����vr.� wYTx �EN�.�, �Ms,
AII work on License.�'s Faciiities perfox•med by Licensee ar its can�•ac#ars wlll str}c#�y ca►�ply
with all terms and canditians s�t farth hetein, �nr.lud#�g the Gcxbcral Teams and Conditipns, atta�hed
i��reto �s �x�ibit H and made a part hexeo�
Article 5. INSTTRAt�iC +�
A. Duri�zg d�e tenn of this A�eem.errt, L�censee sl�al] fully �omply or cause i�s cai�trsctat(s�
to fully co�nply with th� 9ns�aonae t�equire�nen#s desc��i�ed i�i Eghlb#t C', atta�I�ed hereto and mad� a pa��t
het�eaf. Licensee shall send aapies of �ll instarance docum��rtafion (e.g., cea�i�icates, and��semerrts, etc.)
to Licansor at the address lls'bed 'ui the "NQTICES" 5ectiun of tlzis Agreemerii.
B. If Licensee �s su�j�ct Yo skatute(s) limitir�g i�s insuranca liabi�ity andlai• limiting �ts ability
to nhtair� insr�ratice In compliance with L��hibit C vf thfs Agreement, those statutes shal l apply.
Axt�cle G. i� WQRI� IS ERFQHM�I] BY CON��¢CTOR.
If a co��t�^actar is hired by Li�ez�sa� to p�rform ai�y wark on Lice�ssee's �'acilities, tI»n Licensee
s�all r�.quire its contr�tni+(s} ta execute Licensor's il�err�cun�ent Form of Cantraatar's Right �f Eni�•y
Ag�emeitt ("CRDE"). Licei�see acknowledges that: (i} th� CRDE attached hereto as E7rhibi� D ar�d
rriade a parC ha��a�F is tIle inast current fonn ava�lable as of the �ffackiv�e Da�e; a�d (i�) the tea�rr�s ar�
conti�dans of the CRDE a�ve subject to change by Licansar, such ch�nges ta be made at Licensoi's sole
disc�etion, Licensea shall requiise its contractors ta exeeu#e the CRDE befare a�y aontracfors �.ro allawed
an'ta R�ilraad Property purst�ant License�'s noti�tcatian require�nerds set fox�fh in the "1�iQTICE QF
C�MMENCEI�+IEh1�' OF 17�ORI�; �MERGENCIES" Sectlon of �x}tibit $,
Art3cle 7. ATTORNEYS' FEE�LEi�P�FS�„5, AND COSTS.
If [it�gatio�n or �tlzer court action ar siin3lar adjudicatory p�•v�eeding is und�rtaken by Liees�see or
Licensor to enforce its rights u�ider #hIs �,.gt�etne�t, alI foes, �flsts, artd expenses, fnclud�ng, v►+ithout
lizr�itation, xcasonable aktviroeys' ���s a.nd eourt costs, of the prevailing Paity it� sucl� act�vn, suit, rn•
proceeding shall be �•aimbu�sed ar paid by the Party against whase irtterest the jud�nent or decision fs
i�endered. �'he provisians af'�iis Arbicle sttall survive the terminatia�i vf this A�ee►ner�i,
Article 8, WAii�ER OF BREACS.
TI�e uva�ve�• by Licensur of khe ivreach of any cvnditian, cavenant ar agree�nerrt hcrcin eontained
ta be lc�pt, otsserved a�td perfaixnad by Licensee shall in no way Fmpair th� r�ght of Licensar to avail itself
of any ��emedy far any subsaquent bi�eacl� thercaf.
ArtfcIe 9. ASS��NNiE�,
A. Licensee shalt not assign this Agr�eanQnt, in whvle o�• in part, ar any rI�Y►ts he��etn
grant�d, wi#hout the written consent of Licensor, whi�h must be requestec� in writing by Licensee. Any
assignmerrt or �ttempted transfer of tliis Agneeme�t or any �f the �•ights i�erein �•anted, whethe�• voluntary,
by operation af �xw, oC atllerwis�, witt�out Licensor's written conaent, will he absolutely �oit� and may
result iii Licer�sor's tennination of tl�is Agreeinent pu�^suax�t to the "TERMiNATIQN; REMQVAL �F
LICENSF�'S FACILITIES'� Section vf Exhibit &
I3. i�pon Licei�s�r'S r�t+i�illcsn conseut ia �it�y n�ignfnent, tl�is I�;re�in��C �vill 6e bi�kfing u��an
anc� ii7urc iD il�c lie�ze�t af tlie p�t�iics ihn��efn, siic�essvrs, heirs, �nd ttssigi�s, executors, �i�ci atl�nin�sl�'ptt��s,
At�#lele ia. S�VL�RAI3TLI'�'1�.
�aiy y�rovision ❑I' lhis ll�;reement whlch is del�rinisrerl by w �c�tirt nf' caui�ekeiit jurisdici€on ta ba
��iv�lid ❑�• uiiaiifa}'cc��lc sitall i�� ii�vnlid �r in�enFnr��aU1c anly ta the exLeiri ofstEal� [letcrntiitatias�, wl�ioli
sh�ll itint iuy�tlid�tte ar a[hcrw[sc rc:lltlet• iuc£fcctivc �itiy nt[�cr E�rowisian aFthis �gr�em�nt.
A,��ticic 11. N(]'lIC��.
I?xc:ep! �..ic�ns�e's vn�ni�lei�ccman! c�f was�fc �t❑tice(sj rer�uiracl u��xlesr L�xliibit �3, �{I oihcr ��otiaes
i�aquirc�f [�y t[iis Agrccmcrit i7itist 6� iii writi�i�;, smd (ij persa»�Ify served upan Ll�e bt�si��css t�cici��ess listed
belnw {"Notice Addeess"), (ii) 5oi�t ova:�nigltt via vx�s��ess deliv�iy l�y n i���iicailully a•c�ogni�.ad ovai�night
tlelivery s�rvtGe sticli �is rederal �x�al't;ss Gar��ort�tioit a�' 1.1��itccl i'�t�•�el Sei'Yice td f�1� NUL[CC A[ILII'S:SSf ot�
[iii) by certi�'icrl uu�il, returu reGeipt rec�tt�slcd tc� ![ie Nvfi4c A[lciress, O�erni�[iE expt�e5s dell��t�y uafic�s
will bc c�eeme�l ts� be �iveii upon receipt. Cei�liiiec� 111Ai� ltOf1GC8 Wlll f�e dCe[71ec� ED l�e gfYelti HiYee (3) d�sys
nfte►' [IL'�]USlf W�tll t1lC UI1l�CCI Sf��CS I�OS�AI Sel'Y«C,
[fta Lice�ts�r: llt�i�1� i'�aif[c Rt�llt�oad Co�y��niiy
Att«, Annlyst-- Re�l R..stt►te C#[i�ikies �Faldert�Ta, 3257-3�)
14Q[} I3c�uglas Slreet, tVIS 1G9Q
dmuli�, AiebeasLcn G�!'i9
1Fto L(e�nsee: Cily af[�flt�t]t �V�laxllt
Attt�: Lea11 Wilsal�
240 'T�xas �#real
Tarth Warti►,'fX 7Gi02
Ae�tiele 12. �� 'RC7 -- O1V5i'].'�; O � fI
I.iaensar requires lie�»se� �a pi'av�de iy�nniiort»g nf tr�scfcs ai}d m�-sitc: observatiai� rindlar
ittspectia�� tlu�augh Lic�nsax• �pprr�v�d iiispector uainer� 6�law duriu� all ca»s�ruciian a�;d instf�llatian
1YDi�k, L1CL'i1SCL' l� �0 CI�1'GCtljl COUI'Cllll[1L8 SCi'V1CC5 W1�L1 tllC Il'c1Z31C{� 1115J)P.CI'�l'.
�tnil�a�•os I+'Ield Sei�vlce�
x�:mnu; -„ - � a�::ilnrCsF�.ue�
Pl�.ny�e (G82j�23-S�71
IN W['�'NLS� Wt.-�i?[iT?Ql�, [l� p�rtie� he�x�tv h�Ya causetl k�iis �lgraemei�[ ta ba ex�cuted �s pf tl��
L�fi'ectiva D�tfe,
UiVx�[�T �'AG'I�'�C 1ZAIL�t�AD CO�Y�I,NY,
€� DcI�tivaa•c corpars�tia�i
CITY UI� I�(]�'x' W�RTH,
!1 ZCXi�S i�u11�C1�}Si� 4[1l��v��atiaRt
T�tfa�� � + ��� �
�eF�
Ser�lor Mar,ager � Real E�t�#e
Unian Pa�iftc Raifr�d Car�p��y
����
.. , .»-. . �: � -
i7arta Bt�f�ghdarff
Assista�zt City Manage��
1�P��C�VA�. �Eca�n�l�NOEo:
c �, • � � r —.._.
, .,..-�
By:
Ci�ris Hard�r, P.�, '
Di�ectar, Water De�artment
�ontra�# Camp�i�n�+� Manager:
Bysfgning, I acEc�Qwledge fhat I am #�e
pe��son �espansfb[e fnr the mo�i#aring ar�d
adminlstration af this contract, inciudEng
ensu�l�g �all perFormance and r�portin�
re uirements.
� �� �
Leon VI[�lsan, �r„ P,E.
Prajeat Manager
APPRCiV�D AS T� �ORM �AN� i.��AI,ITY
..��,....���
By:
Matt Murray
A�sistant City Attarney
AT7E5T:
��P��
Ronald P. G�n�a�es
AGting Ci[y 5ecretary
Farm � �85 Na. V�AI
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N�T�: BEFQFiE YOU SECIN ANY P�[3RK. SEE
AGit�E ME�! T F OR F[ gER ❑P7 [ C PR(]V I51 �NS.
EXH18lT "A-f"
lJNION PACxFIC RA��R�JAD �D�1�ANY
F�RT W4R�H� 7AI�f?Af3T� Tx
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❑�'F lCE �F R�A� E57ATE
OMAHd. NEBRAStCA {}hTE: 8l10�2�21
J�B F1L�: 3�57-32
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❑ ENCR�ACHMENT
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cAsi�c rir� S�CTION
CARRIER PIPE x�; Hp� L[INCIit�IHAL PfPE
FNCHQaCHHE4aT
�pl�s;'ihe 1't� aF5M sla�1 easinq exla�da oa Eor rcr1MyArd es Ihe wuiha� 2 d B uP uaeN& se9 �xhiqilA-7 for addlGanal dvt�+ls,'
t) A!L l7EMEN3[ONS AAEABE]RE{] V�RPEHDIGUIJIR TU TFIE CENTERLIN� OF TRAi�lC
a� ra�rHoo � irasrA��ar�o� ��r�u.o�������a._,.-.._ _
Bl [}15T. FROM CENTERLIPlE 4F TfiACK TO f�IFE E�uCRdACl9MENT
C] 5lGN5 PR6Yl�ED? siarvsrw��HOTs�p�r�vio�
Df CARRtER M(�TER[ftL .(F RCP, CLA5S V? NA _
COMMOa!'IY 7q BE Cf1�lVC�Ed 8��
OPEFiAFlE1NAL PR�S5Lqi� �_ ASI. MApP �. PSL
wALL THIClSHESS IIi�IGH}� 5G�l��IUI.� i�a . U1ANIET�R a+�s 1M.
c�rHoozc.caaTirac p�or�cT�a�_Nv
�1 CR51NG MA7�RIAL $���L ,_,._,�,.., .,_. - IF RCP,CLA55 V7 �..�
TqFFlL 1.ENGTH Ca51NG F'1P�;. �m FT,
k'AI.L THICKW�SS Q7rr 3�l, p1AMCTEF �_ lAl.
CATHt]�IC/COA7[NG PRO7ECTItIN h4
CA�lPIG P!P£ i5 Qp. �1, AT TriE EH[35. [casi�►g to �cgruui f3liedj
f� i1151iY�{CE Ff�t},M C�HTERL]NE UF TRdCK T€1 NEAR FACE DF
BOFiING AHa JACKIPIG P1T5 4lHEN MEASU�ll A7 RICHT AIVGL�a
11T Q�Q S78C ,
BIJILDI3VG AM�RiGA•
�XI-IIF�IT "�'i7
SLfBDIV151Q�1; oalloasub.
7l�ACx T1lPE: �n�Ntu�c
M.P.:2d�.iA LAT.t �z�7S�3Be9e
�.S.M.: ialo2.ast I L�NG.e .er.aataeae�
tVE�f2EST Cf�'Y: COiJNTYa STATEt
� r w TnRw� m
APPLICANF: cirraFFoerwo�,r�x�a
FiLE NO.: ��� E�A7E: ���n
�xHrarr �
�L�NERAG T]�RMS AND CONDYTY4NS
�ectian 1. iVIITAT YI�[?YtriiNATI� �D.
A. Tha foregoing grant is suhject and su�ordittiate ta ti�e prior ��d continuing righ't and
abligatian of Licer�sor to use and maI�sin its crrtire prnpe��ty inoludin� the right and power of I�icensvr Yv
canstruct, main'�ain, repair, rencw, use, opa�•ata, chai�g+e, madiCy ar reloc�te railro�d tracks, 5i�llal,
enz3r�mi.uucation, fiber optics, or other wi�ii.nrs, pipelines and ather fa�ilitles upan, alang or ar��oss any or
all �atts vf i#s prape��ty, all or any of wl�iah may be freely done at any #ime ox� times by Llcensar without
lia6ility to Licensee or to any oil�ar party for cotn�ensatian or darnages.
B. Th� faregaing grarrt is als� aubject ta ail outstattding superior ri�hfs ['fnc]ud'u�g 'tl�use in
£avar of licens�ss and lessees of Railra�d Property] ar�d tl�e rigtrt of Licet�sar to renew an� extend fhs
sarne, and is made without cavenant of title ar fo�• quitt enjopmerYt. Tt st►a�l he iicanss�'s sole vhl igation
to ohtaifi such �ddi#ional p�nisslon,l3ce��se and gras�t5 necessary ❑n account uf any such existing rights.
Seetlnn �. E UIREMENT& PE T.
A. I�i�et�see's Facilitle� will be designed, construcied, operrated, maintaine�, repair�d,
ret�ewed, modified, r�constn�ct�ad, rernoved, ar abautdnned in place on Railrnad Prnperty tyy Li�e�see ox
its coiltractar Lo I.loensol's saiisfact�an and in strict confarmity with: �i) Licensor's current en�ineet3ng
stan�ards a�nd spec[�cations, including thosa fur shoting and crlhbing #a pxate�# Licensor's railraad
nperations and fa.cilit�es t"UP 5peci�aatin��s"}, except for �ariances apprvS+ed in adv�nce in wri�ing hY
Licensar's Asslstant Vice Pr�sidant Faigizi�ari��g — Design or its autharized rep�r�senta#�va
("U� Engineerin� Representativa"}; [iij sueh otl7er additior�al saf'e#�r standards as I�icensor, in ita sale
disaretiat�, elects #a reqture, I11C�U�IIi�, witliout I�nitation} American Railway Ei�gineeinng ar�d
Maintenance-�f Way Associa#ion ("AREMA"} standards and guidali� (callectively� "[]P Add�t4ot]al
Requireznents"); an� (izi} ali applicable le�ws, rules, ar�d reguiatior�s, �ncluding any applicahle Fed�ral
Railroad Admitvst��ation and Federal Energy Ragulatory Coinmission regulations and enactments
[collecf�vely, "Laws"), If th�re is eny �anfliGt 6�e#ween UP Speci�ir„atiuns, CIP Additiorial Requir�rn,ent�,
and Laws, the most resl�•ictive wi11 apply.
B. T.,icensee s��all kr� the soil o�+er Li�enses's Facilit�es thamughly compacted, and
maita#ain tlze �rade o��r and aro�nd Licensee's Facilities ev�n with tlxe surface of the adjacent ground.
C. If needed, Licer�ee shall seour�, af Li�ensee's sale cast ai�d e�pense, any and alI
necess�ry pe�'mits requirad #a perfor�n any wor� on Licensee's Facilities.
Sec#ion 3. N � O O CEiVi�1�IT 0 URK• ENi�RG C .
A, Lfc�nsee and its cai�trac#ors are st�7c#ly proiiibited fiom commencing any work assaaiated
with Li�ensee's Fa�ilities without Lieensor's writt�n appi�oval #liat t�i� work will be in stric# camplianoe
with the "EhIGI1ti1fiEF�i14TG REQ�IIREMENTS; PERMITS" Sect[nn of this Exhlbit B. i]pan Licensor's
app�+or+al, Licensec shall contact both of I�icensor'� �eld representatiwas ("L�eetlsar's Field
Represet�tatives") at least teu [l�} days before cornmen�einant of any woik an Lice�ee's �acilit�es.
S. Lic�i�see s[iall not cainmence any wnrk vntif: {Ej Licer�sor has dc�errnined wl�etlier
flagging or atlier special p��otecti�e ar safety ineasures ("Sai'ety Measures"j are r�quirad for perfn�rnsnce
of the �+ork p�rsu�nt tn the "FLAGGING" Sectieii of this �t��bit H and pin�ided L,icensee written
�t�thori�atian fn cax�tinence w�rk; ar�d {2] Licehsee has camplied with tl�e "PRtl'I�CT10N �F F1SE[t
�P'i'IC CABLE SY5T�MS" Sectzon af#his Ex1�#bit B.
C. If, et eny tim�, an emetget�cy at�Ises xnvfll�ing Li�ei�see's Facilifies, Licensee vr its
co]airactoi' slyall im��tediately cantact Licenso�'s I�esp�nsa Managernent Crnninunica�ioxis Ceitter at
(8$8) 877-72{7.
5ectian d,. A�,� G.
A. �`o[lowing Licensee's notice ta Lice��svr"s Fi��d Representatives i�equire� ur�der �1�e
"l�i�'I'ICE OF GOMMEI�CEMENT OF WaRK; EMER�ENCIES'" S�ct�an of t�i�s �xhlhft B, Liaet�sor
sIialI infcnm Licensa� if Safety Measures are re�uii�ed fer per�'an�ance �f the work by T,icei�see or its
�onh•actar on f�ai�i�o�d Pmpa�ty. If Safety Me�s►�res sre r�equi�red, r�a wark af any kirul tnay 6e periFo�ned
�y Licensee or its con��actor(s} until an�angatn��ts frn� the �afety Measures have heen m�.de a��d
s�heduled. I.f no 5afety Measures a��e requi�ed, Licensor wifl give �,ioensee wi�tt+en authariza#un #o
cominence wvrk.
B. IFany S�.fety Measuras a� perform�d ar provided by Licen�or, i�ici�zd'ang but not limited
to flaggi€tg, Lioensor shsl[ bill Licensee for such expar�ses ii�curr�d b� Licenso�, unless Licei�sor �nd a
feder��, sfate, rn� lncal go�et�un�ntal eirtity have agrecd tl�at L{censar is tv �1�1 such expei�ses #a the
fedsral, state, or loca[ gov��nmenta� eirtity. Additiot�al inFarmatiun regardir� thm suhmission of sueh
expensrs �y Lice�aar and payment tl�ereaf !ry Licensee can be �aund ir� the "L[CSNSEE'S PAYMENT
OF fiXFENS�S" S�c�ion of tl�is Exhi�it H. Tf Li�ensor perfo�•tns any S$f'ety Measures, Licensee agrees
that Licens�ee ls t�at relier+ed af�ny ofresponsibilities or liab#lities seE #'wth �� this Agreern�et�t.
C. For �lagging, the iaie of pay per hnur fa�� aaeh #lagger widl be �e �arevai.ling hourly r�te in
�f#ect fox �ti eigt�t-l�our day for #t�e �lass of flagm�n used durir� iegularly assigned l�orars at�d ��ertime ��
accarc�ance with Labor Agt�eemei�fs and Sclsedules in effect �t the time the work is perfarrrted. In addition
to tlle cvst of such �abar, a coanpvsite cha�rge for vacatican� hoiiday, health and welfara, su�ap�e��etatal
sickr�e�s, Raih�oad Retirement and uneLnployment comg�r�satian, supp[ernent�.i pensian, E��ployees
Li�bility �nd Praperty Damage, and Adtninistratian will be i�lcluded, cornputed an acfiva� p�.yibll. The
eo�np�site cliarge will be tlze prer+ai�uig �otnposite ciaarga in et�ct at t�la time the wnrk is pei-fanned. Ona
and one-I�alfti�nes the curreijt haurly rate is paid for or+ea�tune, Saturdays �id 5undays, and two and nx�e-
half times current haurly rate for holidays. 1�age ra�as ai�e subject to change, �t �ry time, hy Iaw ❑r ��
agreement betwcen Licensor and its amployees, a���l m�y be retmacfive as � resuit o� negatfatians o�� a
ruling of an authorized govea�nrnental �e�cy. Addtt�on� charges or� labar are also subject to ahange. [f
tl�e wage t^ate rnr additianal c�arges are cl�anged, �.icens�e (orthe gave��nanental entity, as applfcable) slxall
��ay on thc basis of th� new rates and char$as.
D. €Leiinburse�ne�t to Licensar wil� b� i�equi��ed �o�ering the Fu�[ ei.g}�t-hour day dut•iEig
whieh any flagge�• �s fiu•rsished, unless tlte flagg�er can be assig��ed t�o other railroad wark dvring � pai�tion
of sucl3 d�+, in which event reimhux�sernerrt wi[I not bc i�equu•ed fvr #he pvl�tian of the dayy duri�g w�uch
tiie flagger is engaged in ath�• i�ailra�ad work. Reiinburse�nar�t wilf aiso be requii�ed for a�1y day qat
�c#ualIy workec� by the fl�ggcrs fo�l�wing the �Ia�gers' aaslgru�t�nt ta work nn the project far wiiich
Licensor is requi�d to .pay the �lagg�rs and wliich �ould not reasona�i}� be ��olded b� Licensor hy
assigni��nt af such fl�gge�s tv Q�ier work, even tliough L�aet�see inay noE be rvur�ng during such fime.
When it becn�nes ne�essary fo�• LiGensar to b€�lleti� apd assign au empEayee to a ilagging pvsition irt
cn�npliance with unian �oltective bargaining agreemerlts, Lices�see it�ust prowide T�icensnr a minimuin of
�ive (S} days notice �yrior to tltc c�sstttion of tl�e i��et1 for a flag�er, Zf �ive (S} days uati�e of cessation is
iiflf gi�e», Lica�isee rvill still 6e �'E;{]�113'�[I f(7 �}�l}' �A�glll�; C�1�71'�BS FC]Y tll� dc�YS tI]C t�I���;�T w��s s�11e�1u1��,
EVCl] f�IULE€;fl f�1j;�111�; ]S 1]0 3�11�C1' 1'C[[Ll�l'�a f01' tI]&t �7�L7R�, All £Ltld1tl031c1i fC13 �I�J} (}Ei}'S IlVE1CC �T1llSf tI]�ll FJ�
gIVEl7 f0 L1G�l1SC11' lf �fi��'III� �5�1'V1C�S ftl'C 114'L'dCC� A�y'y�111 a�Cl' SL3G�1 �VB �ci�+ C855Fi'�1011 I3Li�1CC �1a5 �i�411 �'lYCll
f0 �1C�115�!'.
Secfi0t15. SA�'ETY,.
A. 5afety af ��ersr�r�nel, prcap��•ly, rail v�era[iotts �nd tlte >>si�li� is o�' par�ma�mt impoetAriC�
it� the �rase��itiati of any work. oiti Rail�'o�d Prap�3'ty perfarined t�y Licensee or its contE�Ctor, flnd talccs
precedcnca aver any tivor�C ❑i7 I.,i�ensce`s C'acilities to Uc �es�farm�d Licet�see ar its cai�t�•actars. Licensee
sital] [�e responsiL�le fa3� iiuii�ting, mAiiitai»ing �nd su�aervisiii� all sa'�ety op�rati���s a�id ����ogratns in
cgiiiiectioti willt any wot•k on Lieei�see's F�cilfti�s. Lic�nsee anc1. its caiitractvr sl�all, at a miiiimiuj�
coinf�ly, wit�� Licensor's llien curecut safety s#�ndArds loaated nt tl�� b.elow weE� a�d���ss {"Lice�isar's
Sa#ety Sta�fctards"} ta ci�sut�e unifori�iiEy witl� t[�e safet� siaiid�rds f4llowed E]y L,1C��Zsor's a�,vi� Fnrces. As
a�ayt of Lice�tsee's safet}+ ��es��onsiUiliiics� Licensee sh�tl �lOflfy LiC�'115d1' 1� It C��'fG�Ci�tiiies tha€ any af
Licens�r's Safe#}+ SC�ttd�rds a��e cnittrfii•y ta gnocl saFety p�'acfices. Li�eiisee nnrti jts �nnt��actoi• s[taii
i�i�rnisf� cnpi�s af' Liceilsoi's S�f�ty Stf�ndai�ds trr eacli of its einployees bcf'ore tl�ey enter Railr�aacl
Pi•��aer�[y.
�_iY:•- . ... _- - .-- � � ��'} _�_�iucil{l��� S1�t 3 y►�� ,•���- •�' - .. r � 7 ��l
F3. i.i�en�ee shall kce� [he job site nn Raii�-oad Pt•operty frcc #i•a�n safeiy ai�d licalth hazards
�nd �nsure th�t Yhei�� e�npfaya�s a�e cc�rn��et�nt aitd adec�u�iely ttai��e� m a!I saf�iy as7d [iealtl� aspects ��'
ihe wark.
G, Li�e��see a�rees tlaat Li��nscc:'s Fael�ities �nd at1 psr#� tl3ere4f witt�ir� aiza oiitslde vf tite
iimits of Railraad PcapG�'ty vti+ill not ii3terfcrc w��aisoe�+er witi� tl�c coi�stant, coyiti��uat�s, a�id uuiuterrupted
115� �� L�1� t['�1CIL5� prope�•ty, ancl facilities of Lic�f7sor, at�d »otliitig s.E�ai� l�e daitie or s�tffei�d ta be dane �y
Lice»see �t any tin�e tl�at would in any ma���ter i���paia• the saPety thereaf,
D. �ice��s�r's oEa�i•atians az�ci wot•k perFarined by Lic�i�soa�'s pei'soitt��l kx��y Cause �ielays i17
Lt�ens�e's t�r its caiiti�actor's wo;'k o�l Li��nsee's Faciliti�s. I.,ice�xs�e. aec��is this risk ���d a�rees tfzat
Licensnr shall l��ve no liability to Liceiisee a�• nny atl�er persa�i or euti#y foa' any such del�rys. Liceitsee
m�ast coorciinate any wo�`k au Railroa�i Prap�i'fy by I�icansee or atty� khia'd pa��ty wiii� Lic�itsar'S Fi�ld
Repi�esentatives ii7 slrici �ain�ii�ttine witl� tlie "t�I�T[CE OF C�MMENG�MEMT OF iNOftK;
ENi�RGLNCI.�S" Sectiaii af tliis Exliih�t I3,
E. Lic.ensv�� s[►�11 lta�e the ri�3tt, if if s�d �leCts, t� prvvic�e a�iy su�aport it deems ztecessary far
#lte s�fety Uf LICEi]5U1'`8 opeeations and tracka�e duri»� I.,icense�'s oc it5 CQIl(1'aCf01''S conskcuGtion,
lnaii�tenance, rcpair, ranewal, modificatio», rclo�tttinia, recnnst��uction, t�r ��mc�ual o#' I,icensee's Fa�:il ilies.
ln the eve�lt L.icensoi• pYQY1d�5 SLICII 5Ll]7j7Uffr L1CC115QY SII�iII i�tvaice �,icensec, nnd Licens�e sl�all pay
i�iceusar as set fn�•�1� ;�� il�e ��I�rCENSCE�s PAYMEN'l' Ql� �XPEI�I�FS�� �ectio�t ot' tl3is LxE�ib�t B.
Lice��sai' WIII �tVO A5 lilllCEl il[]t1CB R5 i5 ��aS1I710 1'�CO�ll1'Llll� SL1CI] COStS ]1ll1St I7jr �7Llf�l�i'1Z�`{� �]j1 LIC�1]5�e�5
City Cou�lcil and f�inds �nti3st f�� appropi•iated,
�, I,9censee may use �ninann�d aircrati systems ("UAS"] t� li1SpECt E.ICGIl5CC'S E'acilities
only upon tl�c pt�ior nt�tliari�atiozi 1'�'U�n ai�d tinder the dll'�CtlOi7 Q� L�CQ17561''S �'ielc� RepreseliiatiVes,
Licensc� agr�es that its �ise af UAS on I�ail��oad Yi•ope��y will cnmply with I�ice�tsar's tlien-c�u�rent
Unmtt�3n�ci Aerial �ystems Polivy aiid all appIiea�le laws, rules an� r��Eiiati��ns, includin� any ap�licable
F'etle.l'�11 Avlatio�3 Adn�iitistr�tio�t re�ulatians and eis�cf�nents E��1'talri't��� to [1AS.
Section fi. O ECTI[] E C CABLE �YS1'ETI+IS.
Fiber a�t3c cable systeans �nay be buried on Railraad Fropei4y. Pratectian af the fidar optia ca�le
syst�ms is of c�ctr�ne irnpnrta�Sce since any hreak aauid dis�upt service ta users resultiiig ii1 b«siiless
interruption a�id loss of reven�e �nd profits. In addit+Q� ta tlte noti�€catior�s requif�ed unde�� dse "NOTICE
DF COMME]�10EMENT OF WQRK; EIVIERG�NClES" SEctioti� of this Eahibit S, Licet�sec s1tiaII
telephni�e Licensor d�ring normal business liours t7�OD a,�n. to 9:44 �.�n, Canh�al Time, Monday thi�a�gh
Friday, ex�ept for halidaysj at 1-SD4-336-9193 {aIsa a��-11our, 7-day nuix�her frn eanergei�cy aaIls) tn
de#�nnina if fiE�er optic ��hle is buried an�rwhe��e nn RaiIr�ad P��opert3r ta be used by Liceiisee, lf it is,
Licensee ahall teIcphone the telecau�rnunicattvns eompany{iesj invalved, atid �i�range ftir g r,able locatvr,
make airangeinertts far relncation ar other profection of tI�e f�b�y� optic c�b]e, all at License.c's exper�se,
�nd will not comtn�ncc an�+ wnrk on Rail+'aad Pnop�rty ua�til ali suah prote�tian or reIocat�nn ha� heen
campleted.
Sectfon 7. LiCEI',1$P�,E'S �Ak��k►�'�` Ok' �PEI�SLS.
A. Lic�rtse� shall h�ar tha entire oost and e�tpanse ofthe desig�n, const�ucfion, xnaintei��nGe,
modific�lian, recons#ruct�on, repair, renewal, revision, reloeatiun, ac remowal of I�icensee's l�acilitf�s.
B. Licensee shall fu�ly pay fvr all materials jo�ned, affixed t� and labrn• perfonned �n
Raiiroad Prope�ty in connectinrt with the �onstruction, rnaintenana�, modifiaation, reconstruction, i�epair,
renewal, ��evisfan, relocatian, or reRnaval aF Licensee's �'acilities, and sIial] not pexmit ar suffer �iy
meahasaic's or :naterial�nan's lien of any kind a�' �7at�rer tv be enfarc�d'against t#fe prope�ty fnr any work
done ar inaterials furnished the��eon �t thc instanae ar i�e�uest o�• an behalf of Licensee, Licensea s1�11
promptly pay or dis�harge �11 tax+as, aharges, and ass�essments levied upon, in isespect tp, ar on sc�nunt af
License.e's Facilities, ta prevent the same from Uecannu�g a cha�•gc ar lien upan any propeny afL�cei�sar,
and s� tY�at the iaxes, al�arges, and assessments Eerried upnn ar in i�espact tQ suckt prope�ty shal! not be
inore�s�d because af the lacatian, cai�structian, UF [It8117t�17$I7CG vf Licex�see's F`�cilitics ar sny
innpib�+�msz�t, appliancc, ar fixture cannecbed therewitli p2acea upvn such prflperty, nr on account of
Licens�e's ii1t�•est therain. Where such fax, charge, ar ass�stnesrt may nnt be �eparatelp xnade tn �ssessed
ta Ltcensee liut shall be iiacluded in the assessrnent af the prapc��ty ot' i.icensar, thcn Licansee shall pay ta
Licensor an equitable pi�opartion of such taxes dstermu�ed by the v$lue of Licensee's property upo�
p��4perty of Lic�sar as compa��ed with tl�e er�tire �a1uc of such �trope�rty.
�. As set forth in t�ie "FLA.G�ThIG" Secti�n of thls Exlxi6it S, Lic�nsar s��q hav� th� right,
if it sa el�cts, ta pravid� any Safefy M�asures Licensor d�eerns n��sa�-y for #he safety of Licensvr's
operations ai�d trsck$ge d�ring Licensee's ar its cot�tracta�'s constructiaq, �naintenailc�, macii�catian,
t�ecor�tre�efion, repair, ren�wal, ��evisivn, relocatiott, ar remova] of Licensee's Facilides, includirig, hut nut
li�nited �to sup�rvision, inspection, and �iag�ing seivices. In the ewent Licensor pro►+ides such Safety
1vleasur�s, Li�ensox shall suh�nit an it�niz�ed invaioe t� Licensee's na#iec reaipient iisted in the
"N4TICES'" Ai�tiale of dtis Agr�eanet�t. Liceesee sItall pay ta Lic�nsrn the tatal arnount listed an such
i17YUkC0 WItI11Il tlllPl�l �3D� CI�YB �f LIC�1]���5 1'FSC�I� �$qCll 113Y�LCC. Lice�lsar will gi�e as much notice as
is feasibl� i�ecogniaing suclti cnsts �nust by anthorized by i.icens�'s City Caunoil and funds rnust ba
apprapriated.
s��on $, n�ronrr�c��ar�s TQ ��, '8 FACILi�,E��.
A. This �rai�E is sub,�ec# ta L,icen�or's safe a�td eff'�cient bpel�aEiDl1 of i#s raih�nad, and
continued use $nd imprav�ment of Railraad Proper� �collaata�+ely, "Railraad's Use"}. Accordingly,
Licensae si�af[, at its soIe cost and expens�, modi£y, r�oiistruct, repair, renew, rer+ise, xel�cate, Qr removc
{indir�dually, "Mndificativn", ar coIle�tively, "Mvdi�icativns"} a1l vr �ny pvrkion v� Licensee's Faci�ities
es Licensor may desig�ate o�• identify, in its ressanahla discret�on, in tha furtheranca af Railra�d's []se.
B. L�pan any Mod�fic�tion of alf or any poi��on of Licensee's l�aciliCi�s to anothet� laaatiar�
on Railrvad Fropeity, L.icer►sor eu�d Licensee sha�l exacute a SUppl�inenta! Agreemetrt to this P�peline
Agreerneitt to do�utnent the ModiFcation[s} to L�c��ee's ��aciliti�s an T�ailroad Praperty. if the
Modificatia��s result in License�'s Facilitias inaving aff of Rail�bad P'ropeRy, this �greemeni will
teimina�e upan Licanses's �atnpletivn vf such Modificatior;(s) and al] requir�smania cant�ined witlsin the
"T�RMINATI�N; REMO��LL OF LIC�NSEE'S FACILITIES" Seciian af tlifs Exhi�it B. Any such
Modi�oatian(s} off af Raili�ad Prop�i�ty wil� not releas� Lice»see from any liability or other ab�i$at�on of
Licensea srisi�ag priar to and �pan cainpletion of any such Modifications to Ehe Licerisee's F'acilities.
Section 9. REST�RATIUN O O RTY.
In the evenk Licet�see, 'rn any manner mn�as o� disturbs any property nf Licensor in cvia3t�ect�on
with the consttuction, rnaint�nat�ce, modification, t�econstruction, i�epair, r$r�wal, r�isian, relocatian, ar
remaval of Licensee's �'acilities, then, Licensea shall, as soon as passible �d at I,icerisee's sole cost and
expense, i�estoi�e Licensor's pro�erty io #l�e same conditinn as t'he ssme wera be#'ore sucii property was
mQ�ed or dlsturbed.
�eGtivn 10. INDEMNl.TY.
A. �` 'o��s, �4s used in this Sactiun:
1, "Liceilsor" ir�cludes Licenaor, its affiliabes, i�s a�ld their offcers, dixecfors, agen#�
and etnployees, and crtl�er reilroad cainpanies us�ng Railro�d Prvper�y at or ne�t�
tl�e location of i.ie�r�ee's ins#aliatian and their office��s, directoi�s, �gen��s, and
e�nployaes.
2. "Liaensee" incltx�es Licen�ee a�tzd i#s agents, catrtractors, subcontractars,
sub-subcontrectors, empla�reea, officers, and direutors, rn• ar�y other parsvn or
enEity acting on its bet�lf or under its aanh•o1.
"Loss" includes claims, suits, taxes, loss, d�magas tincludtr►g punitive datnages,
s#atutory damages, and exemplxty daimagesj, aosts, chat�es, assessments,
judgmaszts, ssttle�n�xrts, Iiens, dernands, aatiar�, C�lU5C3 O��GtlUtls fines, penalties,
iritei�est, and expen�es af a�y nat�re, 1riC�LICIItIg COUYf G�tS, t+ea�onable attarneys'
fees and expenses, investigation costs, a�id appeal expei�s�s.
S. Licensee shall, ta th� �xter�Y allawed by 1aw and the Texas CvnstituGion� i�etease, defend,
indeinniFy, at►d hold l�a�xnlass Lio�ensar from and agai�st an� anti �Il Loss, even if groundless, fraudule�t,
or �aIse, that direc#1y or ind'rrectly arises out nf or is �l�ted to Licensae's coiisteuction, maintenance,
irodifica#zon, ��econstructioi�, re�air, renewal� 1'BVf3I071r TB,IOCSt�Dtl� P�OY81, presence, use, or aperatian �f
L�censee's l�aciliti�s, including, but nat 1}mited ta, any sctual or all�ged:
I, Bod'aly ilarm or personal injury {including any smvtionsl injury or diseese) tn, or
the death of, any person(s), inctuding, hut not ]im�Eed ta, Lieensee, Liaensor, any
telecotni�nunic�txans c�mp�ny, or the agents, COt7fT�Ct�PSr subcotitractors,
s�b-subcarm•actoxs, or $mployees of the �'nregain�
2. Da�nage to �r #he disturbance, loss, rnove�nant, ar destructitrn of R�ilrnad
Prope��ty, ulcluding loss of use and diminutian in valu�, including, b�tt nnt limited
to, any telec���y�nunicatiui3s systcm{s) o:• fibe�� ❑�tic cahle�s) on ❑r �lear Rai�'aad
P.rc���erty, at3y ��raper�y oF Lic�aisee nr Lic��sar, or finy prn��erry in th� eare,
�risiody, or coi�trol of'License� ar Licensot;
3. R�i�ior��l n1'p�isa���s) fi�oin ��ij:�oad i'i�operty,
4. Any �lelays o�� i��terfereli�e wvifEl track ai� Railrnad's Use cat�sed �i}+ Liae»see's
netiwity(ies) ❑ii Railrc�aci Prag�ei�ty, i�ic��Edin�; wi[17aut lin�itatian the eansfruclion,
�naintenance, �nndi�catic�it, rCCQ11Stl�uctia�i, r�paif•, ��c�fewal, rcvisiafy, relocati�n,
ar reinoy�l nf Licens�o's �'��ciiities or ai�y pKrt tE2erea£, f�ny activitics, lavc�r,
tnatc:riais, equi�rnei�t, ar i�7�clsinery in co�}j►�nction tl��rcwitli ;
5. Rigl�t(s} ar interest(s} grn�tfed pu�•su�111t ta tlt�is Agi�ee��ei�t;
G. C'.nnte:�#s esUa]�i�i� fra�n Lice��see's Facijities, inal�iding witk�out �imitatian ai�y
aC#rleil or �1leged pnl�i=tivn, �pllt�lltul�tipn, breAch, or enviroiimental �.ass;
'�, [,�L•CR���'S I?I'BaCIl f1� �l7fS A�+I'CC[11e11I Ol� fai]ure k� coi�iply w�tti its prawisEa»s,
inc[uding, btiL ns�t lii7�it�d ta, any V1U�A�14Ii ar 6xeaoi� l�y LiGens�� af �ny
�•cp�•esentations �nci warranti�s Licensee h�s �i�ade iiz this Agreeittent; ai3c1
�. Violatinti Gy Lice»s�e o� any law, statute, ardi�la�ice, gov�rnme�ital
AC�]]lil]15L1'�t[VC ordcr, r.�[e, or ceguiatia�i, i�7c�udii�g witli�►�it liinitatinti a[I
a��plicable Federa! Itailroad �d��yi�iistratia�� regulatiuns.
C. Tl-#�: ��DRiCiC�1N .C'.e C]f3L[GA'fId1wIS �HI�ILL A�'P1�Y TD T�[�' ��31.�i��:�'1' EXTEtVT'
T'FRM['1"1'�;ll BY E,AW AN17 THE "1'E�CA� COIVS'['I'1'UTi�N H�It 'l'H� SENE�'IT U�' LIC�NSDT�,
�:?4L�f'i� W�ILIZC TITG LOSS IS C;AUS�L] I3Y TE�IL 5C3LG, AC:I'[VE ANa D[RECT hI�GLIGENCL,
GRD55 I�EGLIG�3�IC�, {71� WIF,f..FUL MfSC(3N�UL'�' QF LICE1�f�C�It AS OFTE�fV1INE� [N A 1�INAL
.IElDGMEAIT BY A CnURTOF ��MF'�T�hlTJLJ�l�DiCT[ON.
Secfian I1, T�ItM1tVA1`IUN: It�M(IVA,I.� QF LICCNS��'S I`A�ILiTI�S.
A. I�LIC�ll58e [IOBS 11C1t 115� fh� Plg��t her�in gra»terl an L�cense�'s F��iIities for ana {I� ycar,
or ifl�ic�nsec cantinues in �efat3[t in tl�e �aerforinaiice c�f any provisian nf t1�is Agi•eet�ient far a�eriad of
tliif�ty {30) days �Rer wt�if[e�� ttotice fi�ain Licei3sor t�r Licensee speeifj+iil� sucit rJeFault, Liceiisor ina�+, ut
its svle discr�Ligiti, termi�iate tllis �lgree�tyei�t b� wriLte» natice ta Licea�see at tlie address listed in the
"NOTIL"�S" Af•ticle c�F tlyis A�reefnent, 't'his A�;��eeineiit wili nat ter�i�i«atc t�ntil Licettsee coti�plies wiNi
I��ragra�k�s ,�C" aitid ��1��� cfftt�i� SectiUn tou�3d helaw.
B. 11]tentidit�lly TJ0lBt8d.
�. Pri�r tq i11B cfFective daf� o�al7y te�7ni1�8t[o�i des[ii'i6ed ii] this SeCfiD17, L1CBil5�� Sllil�l SLiI]l]31E a11
appliCai34n ta Liccnsor's �nli�i� �Jtiliiy Cotih•acls Sysfe�n �t httK►�11wWWuA .Z.c�.rnlremJuc �, ��e far•
Lieensee's remov�il, ar if applical�l.e, aE�andan�7�e�it in ptace o�' l�iGc�ts�'s F��iliti�es locaied a�i R�iii•pad
Prvpel�ty ("IteinvvaEl�l,Gm�}don�nei�t iWork"�. �pon tl3e [JP Ei��ineeri.n� Re�7resenta#i�e's �ppraval of
Liccnse�'s ��71?i1CR�1011 �Dl' f�1� Yi�1110Y�i����3c�liC�Ul71�iC11� �UC�{, I.lC.0i1SUI' AIiS� �xG�l)S�� S�7�111 0){CCLItC
a sep�ra�e cansent ddcument that will govern Licensee's pei•form�ns:� nf tl�e �temova1J11�bandoi�m�nt
Worlc fi•om th�s� �arti�us af Railr4a� �'ro���rty nvt occupi�d Uy r��dl�ed ���dlor tracl4age
("Coi�sent Docurnei�t"j, Lic�nsvr sliall ihei� ��est�it•e #f�e imp�cted Railraad Pt•nperfy tn Ylze s�«�e a1'
reasa��ably si3nilar Go�idifian as �t was �ir'snr ln [�ioensee's ii�stalt�t�on ofLicejisee's Fs�ilities. Fvr pt�rposes
�f tlus 5ection, Licensee's {i) pc��'ar�nance o�#1ie fLeir�o�aifAbandoninent Wrn^}�, and [ii) restot�tioiti work
will l�ei�e�nafter be callectively t�sfierred to as dxe "Restarati�n l�oz4c".
D. Following Lir.ensee's completian of the Restaiafion 1�irn'k, LiGe�1s�a shall pra�+ide
a written certification letter to Licensvr at the address I�sted in the "NOTICFS" ArtiGle af'this Ag�eernent
which certifies that the Restoratiot'� WQrk h�s bee�n ca�npletad in accardance wit� �e Consemt Docurnent,
Licei�see shail repai�t ta gove��unental autlfar�ties, as requit�d by 1&w, snd natify Licensa;• imme.�iiat.�iy if
any �nvirvninental cor�ta�'ninaHan is discnvered d«ring Licensee's pe�-%e�nanc� crf th� Reatorafia�l Wortc,
Llpon discavery, the Licensee shall inif?ate any and a[l rernoval, rem�dial and resf�ration actians that are
necessary ta �estorc �[te prope�•ty to its nriginal, unaontaminatcd cnnditian. Licei�see snaIl provide writ#cn
certific�rtion to Licensnr at the address �isted in the "NDTICES" Article af #his Agree�nEnt that
environmet�tal aantamii�ation has been re�nediated at�tl the pi�opra�ty ��s been resto�ed in �ccvrdance with
l,iaensor's t�equi�e�nen�s. Upan Lieensoi�'s recelpt af License�'s resboration corapletian cert�fic�tiai�s, t1�is
Ag��eei�ei�t will te��ninate.
L. In thc e�rer�t that Licensee fai�s to complet� any of the Restar�tion Work, Licei�sor �nay,
but is t�ot abligAted, 4�a �]e1'Fok'm tlie RestOC8tID1] i�ork and seek reimburs�ment from I.I�ensee.
�. Terminatian of t�is Agnee�nent for any reas�n wil! not affoct any of rlghts or obligatians
Qf' the parties wl�ich tnay have �ccrued, or liabilities flr Loss {defined in t�e "iNDEMNi7`Y" Se�tian of
this Egl�ilait B}, acGrued ar atherrvise, whieh m�y have srisen p�'ior to such tet'�nination.
7�IRiT C
�NSUA.ANCE �E�YJIREMENTS
ir� accord�nae witii.�.t4icIe S ofthis Agreement, Lio�nsee shall (l} prncr,tre and nn�lntain �t i1s sa�le
cost and expense, or {2} requir� its cnnt��ctors and suhcairtracfvrs to pracute and inairrtain, at fIseir sole
cnst and expense, the follawing ins��anc� cove�aga:
A. mme ci ! Gen�r�l Ia b' �nsurance. e���„nercial gene��al liabitity (CGL) with
a limit af riat I�ss than $2,000r0q� eaclt �urren�e ai�d an aggxegafe �imit of r�at less tfian $�,dq0,0U0.
C�L insurapca inust be wtitten on I5n �ccurre�ice forrn CC� a0 Ol 12 Qd� {vr a substitute forin providing
equi�alerrt ea�e�'age�•
The policy ���rst aIsa contaiin the fa]lowing endoi�semertt, WHICH M.U�T S� �T�TEI] DIV TNE
CERTIFICA'� ClF 1N�U�t��1C�;
Gv��ti�ac#ual Liabi�ity RaiIrQads IS4 f���n CC3 2�# 17 1� 0� (or s suhstitute fnrm prnwiding
equivalent cvverage} �howing "Llnian Pacific Railraad Company Fi�uperty" as �ize
DasigiYatcd Jab Site.
B. Businr.�s Autamnbile Coverage In�uranee. Business auto co�era�e wri#ten on
ISO �arm CA Q4 Ol l4 Ol (or a substitute farm praviding equir�aler�t liabitEty �or+erage} with a Iiinit af not
tess $2,004,��D fai each accident, and coverage i�ust include Iiabilit� arising o�t of any anto (including
vwned, hired, and non-owned autos).
The policy must coiitain �ite fallowing endorsement5, 1hiHICH MUST SE STATED DN THE
CERTIFICATE DF INS[.]RANCE:
"Coveraga �'or Gertain Qperatiar� In Coimeciian With Railraads" IS� fo��n CA z0 TO I�
�I (or a substitute fai�� praviding equivalent c��+etage) showing "Uninri Pacific Railrnad
Company Praperiy" as the De�ignat�ri ]ab Site.
C. Workers' Cam�e�xation ar�d Emplo�ers' Linbil�fv In�urance. Cove��e must include
but not he Iimited tn�
Licensee's statutnry diability urtder the w�rlcers' compai�saiian �aws of the steta(s}
affected �ry this Agi�eemetYt.
Empioyers' I�iabiI3ty (Part B) with Iimits of at Ieast $S�Q,QO� e�aIt accident, $5QO,D0�
�iseasa policy 1iin�t $SaO,��Q eacl� e�nployee,
If Licen�� �s seIf-instu�ed, evtdence af state appraval and exaess warkers' cvmpensation cavcrage
rnust be provided. Coverage nnust include liabt`lify arising out of t�e U. S. Lvn�shoremen's az�d Harbae
Warket's' Act, tf�e Jattes Act, �nd ihe Duter Ctintine�Ytaf SIYeIf L�nc! �.c� 9f $p[sIi�able.
D, Environz�ental_Li_abiliiy In�urar�ce. Enr+irniimental Le�l Liability Insurance (ELL)
appticab�e to badily inj�ry, property d��age, ir�cluding Ioss af use pf damaged �roperty v�• af prapci�ty
that itas iiot been physicatty i►xj�red or destrayed, c�eanup c�sts, and defense, inclu�ing cosfs and
expanses in�urred in the inv�esYigatinrs, defense, ar settlement of cfaima, or cainpliance with statute, ati in
cot�necffon with any �ass a��sing fi•om kh� insure�i's pe��fan�ance uader t�is Agree�nent. Except with
i�espe�t ta the liinits of insurance, and atyy riglats or dut�es spec�icall�+ esslgned t� the fii�st named ii�sured,
thls insttc'�nce tnust a�p1y �s if each namecl insurad we»a the only taam�d ingu[ed; and sepsrately to the
additinnal ittsured agaii�st whiah c.laiin is ma�e o�• suit is braugl�4. Ca►�ersge shali be �r�aintaiixed �n an
arnnunt of �t least $2,4UO,�flO per lass, wlth an annual ag�r�ate o� �� least $4,4UO,UOU.
Any r$troacbva date applicabie to �LL i.nsurance covarage uncIea� the policy must he tl�e sair�e as
or precedes �he Lffective Data af this Agi�amettt, axid co�tli�uous cover�ga must be nnaitrtained fnr a
period of �tve [S) years beginning from #he �iue tl�e wark uzz��i• thia Agrsement is cotnpleted or if
covarage is cancel�ed �or any reasan Ehe �vlicies extei�ded discovery p�riod, if any, will b� exercfsed for
the maximu�n tirne allow�d.
�, ilr o ct! � L biii Yneu Ruce. Licensee must ma�ntain far the dur�tion uf
work "Railraad Fra#ect[�e I�iabilitJ+" insui�ance writte�ti axti I5❑ oc�urrence farm �G 0� 35 12 04 (ox• a
substitute fo��n providing equivalerlt co�erage) on b�halFof Lic�nsvr only as iiamed insured, with a lirnit
of nat less thai� $2,ODa,OQO per vccu�7eaice and an aggr�tc af $b,O�Q,b�il. The d�xnition of "7DB
�.UCATION" and "i��RI�" on the c�ecla�ation page of the policy sltia[I refer tn this Agreement and sl�all
descx�ihe �Il 1�ORT� or OPERfLTID�l9 perf'oimed e�nder khis Agreetneut.lVotwithstanding tl�e for�going,
Liceiasee does nat nesd Railroad Ptortective Liability ln�urance aft�r ifs initial c�tru�ti� wark is
compiete and all excess materials have bee�� ren�av�c� fi�am Licensa�"s property; PRdVII3EU, hovire�er,
tltat License� shall procure s�tah �overage for arty subsaquenk rna[ntenance, i�epair, r�en�wal, macfi�catlon,
��onst��uction, ar removal wark an Licens�'s Fa�ilities.
F. Urnhretla r Exceas a e. If Licensee ut�li�aes um6rel�a or excess policies, at�ci
Yllese policies lnust "follaw form" and affbrd no lass couerage khat� the pri�.a�y pol[cy.
�th�r Reauirennc��
G. All pollcy(ies) required abave (except bpsiness automohile, wark�a�s' compensetian and
�mplayers' li,�billty) rnUs# include Li�ensor as "Addlfianal Insured" using ISD Additional Tnsared
Eiidorseinei�t CG ZO �6 (ar subs#itute form(�} prov�.ding equivalent cm+erage), Tire co�+er��e p�'ovided tn
Licensar as additiQn�l insu�•eci shall nat be limited by Licen,sce's l�ability under tlie indemniiy pravisians
nf this Agr�e�ent� B[�TH LIC�ISOR A�I❑ LICENSEE �PEC7' 'I'kIA,T LIC�AISDR WIi.L BE
PROVII3F..D WI'iH TI�E BR�AD�T P4S5ISLF� CQVERAGE AVAiLABLE BY �PERATI�N �F
LA1�V U�lDLR ISO A�I)iTIQNAL ii�S�]REd F�RM CaC 20 2d.
H. Putl'lt'lVe d�lIilB�,e�s exC�uB'[[]fl� if any, inust be delet�d �and fhe deletion indicated on tt�e
certificate of insurance}, unles� ta) insura�tce coverage r���� not lawfuxly he obtained iar any punit�ve
da�na�es that may aiise undei• this A��eeine�Yt, or {b� al� punitiva damages ar� proliibited by all st�tes iii
whiclt this �greement wilI be perfarmed.
I. Lic�nsee waives alt rights oi ra�arreiy, and its insu�ers alsa waiv� all rlghts af
subro,�atirna of damages ag�inst Licansax and its agents, af�ce�s, directors and e�nployees For darnagss
cnvered E�y the wor[cea.�s' eompensatirni s�d emp�aysrs' iiablli#y or coinmercial umbrella or excess liability
ohtairted hy Licensee required in t�is Agreeinent, wltere petmittad �y law. This wai�ver m�st 6e st�ted an
the cettif cate af insurat�ce.
,�. All insut�nce policies must be wtitt�n by a reputa�ale ii�su��ance carrzpany acceptable t�
�Ecensdi• rn• witlt a�urrent Best's Insurance Guide Rating of A- and Class VII ar better, and authnrizod to
do 6iasin�ss in ttte sta#e(s} fn whi�h the work is to �e p�rfaitined.
K. The factthat insurance is otrtalned by Licens�e wiil nof t�e dee�ned ta reieas� or �i�nii�isli
the liabi�ity of Lioetisee, ixicluding, wi#hout l�rnitation, liability uiadea• ttte indarnnity pirovis�ions of tl�is
Agreeiner�t. Da�nages recovei�a�hle �y Li�ensor from Licensee n� any third pai�t}r will not ae [irnitred by tha
arnaunt ofthe required insuranee co�exage.
L. T.icensee is allowad to retain (salf-ir�sure} in whale or in .part any insuranc� abligation
under this dgreement. A,ny retea�tion shalt be fnx the ac�vunt of Licensee. If L.�Gensee elects ta i�etain
(sel�Fir�sure� i1i whole ar in pat�t any insura�ice 1�equii�ed by the Ag��eeanent Licensee agrees fhat it shall
provide Railroad. with the saine aoverage that wvuid 6ave been pravided to it hy tha requiived comzn���cial
ins�uance fazhns hsd Licensee ohtatned corniriercial ii�sui�ance. For all caverage not ratained [nat self-
insui�stE} Licensee shail fu¢nfsh Raih�aad with aertificatas{�) of iiisuYaiac�, exseuted hy a duly autharized
representative of eacl� insut�•, shawing c�rnpliance with the insuran�e i�equiremcnts ii� fhi� A��eeinent.
Palde: No. 3257-32
EXHIB�T D
Ca�TTRACTUR'S �IGHT �F ENT1�Y AGREEMEN�
Mil� Past: ��48.1�, DaIIas Su�i��sian
Lor.�t�on: Fos•k Worth, Tarr��t Gdu�rty, Texas
Tlus CdNTRACTaR'S RFQHT QF �NTRY A�GREEMBNT ("Ags�eern�nt"} is made and entered
in#Q as af th� day of ,�02 {'°�ffe�fi�+� Date"j, by and between riNIUN
PA�IFIC RAILR{�AU CaMPANY, a Delaware coiporation, 4o b� addr�ssed at 1�U� Ilouglas 5treet,
MS 169a, C3maha, Nebraska fi8179 {"R�ilroad"}, and , Co
h�sddi�essed at ("Conti•actnr")-
RECITAL�:
A. Railroad and City of Forth Worth ("Licensee"j, ez�fei�ed into dtat certain Pipeline
Agr�er�eni dabed identi�iod in Railraad`s recards as Foider No. 3257-3�,
inc4��ing any amendments rn• suppi�anents thereto ("Railroad Agteemcnt"}, ca�ering Lic�see'�
comstruGtian, inaintenance, and operat4on af an undergraund 38.3 in�ii p�as#ic pIp�[ine enr.�sed in a Sh
inch siesl casing for trat�spoi�ting ai�d eonveying se�nrage okily, including any appurtenances required far
the oper�tivn of s�id pipeline [collectit►ely, "Licerisee's Fa�ilitles"), aca�ss Railroad's t�ea�l praper#y,
tracRca�e, or other faciIities located `uY Fort Worth, Tarrant Cflunty, State of 7'exas ("Railraad 1'rnperky"},
The sgeai�ic speai�cations and liiniteci p�rpose for Liaense:e's FscllitlGs on, alopg, aca�oss antl under
R.ail�•aad Prnpe�iy ane descrii�ed in and shown on the Prin# anxi Speci��atanns dat�d �ugust 10, 2021,
attached l�ereto as L�xhi6it A and inade a p�t l�ereof.
B. �ont��actnr h�s been hired by Licans�$ tn perfoiYn iiystall an uMd�rgraund 38.3 inch plastic
pipcline er►cased in a 5�4 inc�i steel casin� fnr �tranaporting and conveying sewage anly on Licensee'�
Facilities lQ�afed an Railrpad Ptpperty {"'Woi'k"}.
C, Railrvad is wiiiing to permit Cnntraator t4 perfo�m the Wark subjec# to the te��ns and
cvnditiv�s o�k�iis Agreemerit.
IT IS lYi[]TUALLY AGREED
SY Altit� BETi�El� THE �A�TIEs xERETo As FaLww�S:
Article �� DLFIN IONf UF CaNTRACT��.
For purpos�s af th�s Agreainent, all ref�erences iii this Agreetnent to Gvntractur will include
Contrac#o�"s cnnh'actars, subcontr�tors, of#iceis, agents and eanplayees, and ofhers acting under its or
[�heir authnr�ty.
Article Z. RAIL�U�G1?�iNTS R.IGI�T.
R�ilraad here�y grants to Contractar during the T�i�rn (dsfined below), and sub�ect to tlle terms
and c�nditians af tl�is Agreement, to ente�` upan and h�v� ir�gress to a�d egress from R$ilrt►ad prope�rty for
tlte sole purpose of petfarining tExe Work. Contractar a�knovuled�es and agrees that Contractar's
perfoi�nance of the Vtiork is s#rfctfy ]imitEd to the 'I�or� described in klus Ag�•ee�n�nt, ar �s designa#ed by
Raihroad's FieId Rep��eenta#ives,
Artiele 3. TERM; TERMll�iATIUN.
A. Th€s Agreement will commer�ae oi� the Effect��e Date �nd will continue far one (1) year
from t�Ye Ef%ctive D�iB, or until su��t #ime as Cnr�aactor cornpleies the Wark, whiche�er is earlier
�"Ter�n"}. Co�tractar agraes to notify tlie Railraad's Field l�epre,se�zfiati�es in writing whe�i it has
cv�nplet�d the i?Vork.
g. Nofwithstanding the foregoing, this Agreeme�it inay be �e�nir�at�d �y eithe� party an ten
(1�) days writter� notic� t� the otl�er pait}�,
Art€cte 4, C�NTRACTOR�S COMPLI i►!'CE WI'�'H GENF�I,I, TERMS.
Cen#ractrni� repioesatrts and war��a�tts th$t Cauitactat vsri�l s#rict[y comply witl� al� t��xns and
conditions set fvrfh [ierein, �ncluding tl�e Gen�ral Tai�ris arcd Cot�di,tions, aktached horeto as Ea�i�it B�nd
inade a part hereof, in its perfrnYnan�� of the War�.
Art�cle �, ��Y�'�1.�'�UR'S _C;�},�'�,',� �+'Uli PElZFQRMA�[CE OF THE W4Rif.
Contr�ctor shall bear the entiee G4St and expeizse af g�rforming the Work, incluzling
i�eicnbut�em�nt of any �osts set foi�tit in the "CDN'I`RAC'TOR'S PtIYMENT QF EX�ENSES" Secbior� of
Eac�ibit R af this Agk�eeaneuf.
Article 6. INSiTRANC�',.
A. I?uring tl�e Tann nf t��is Agre�ne�, Contracta• s1�a11 fully �a�tp�y or r,a�se its
contractor{s) t� fully camply w3th the insur�nre requii�emexrts described zn E�hi�it C, attached he��cta and
tnac� a part heteof. Coiitractrn• sha11 send aopie� of all i��suran�e docu�r�ent�tian (e.�, certificat�s,
e�2dorseti7eIlfsi etC.} tU Railt�oad at the SddCess listed 'ti] the "7�OT1C�;S" �ection af thi� Agi�e�ner�t,
B. lf C��tractar is �ub�ect #a sfatute{s� liiniting its insurance liabi]ity andlar limiting its
ability tn a�in insux�nce in aainpliance.wi#h Exhibit C o#'this AgreeEnent, those s.tatutes shall apply.
Article 7, �4TTORNLYS' FEES. E7�PENSES, AND CUSTS.
If Fitiga#ion ❑r oth�- �aurt a�tion or sunifer a�ijudicato��y praceeding is undertaka�� hy Conti•actve
ox Rai.�road ta enfar�e its r�ghts tuidei• f.his Agreetnent, all f�es, s�a�sts, and exps�es, inc�uding, without
IElrilt�t1011, reasvnab�e at�orneys' fees �nd coui�t costs, of the pr�ailing Party in such action, suit, o�
proceedfng shall be reimbuFsed a� paid by the Party against who�e intea�est the judg�nent o� d�cision is
rendex�d. Tlte pravis�ons of tl�i� Ar�i�le shall suavive the termii�ation of this Ag��eemer�t,
Artiele 8. DI5i�II�5AL UF CON�'�iCI`UR'S EMPLUYEE.
Af �l�e rcquest of Raili�oad, Cat�tractar inay reuaove fi�m Rail��ad Froperly a�ry emplayee o+f
Cvtttractar whn fsils to carrFolrn to d�e instruetions nf Railxoad's Pield Represeiitativ�as in cani�c#ion with
tlie Wark, and any z�[gt�t af Coutra+ctor sliai� be suspended u�ril sueh reinoval has occ�rred. .
Article 4. ADMIN�STRATIVG FEE.
Upan exec�tian af this Agrecx�etit, CoMraE#or sha11 pay ta Rsilraad � one-tima adminis#ratiye fee
of�ne'fh�ousand Dali�rs {$1,4U0,��), as reimbursement for �ailroad's admir�ist�ative pracessing oithis
Agreeanent.
Artir.le 10. NO A�DIT��NAL�RUSSYNCB GRANTG�}.
No additianal veli'r�ukar �rossie�gs [inciwding ternparary haul ro�dsj nr p�dbst�-ian cra�ssings over
Railr�ad Propa�-ty will he installcd by or used by Con#ractar withaut tlie prior wrltben appraval af
Railroad.
ArticZe 1�.. AIV ER UF SRE�i
The ivaiver hy Conh��tar of th� breacll of' any coiiditlon, cavettant or agraeinertt herein containet)
ta be kept, abs�rved and perfarmed by CoMractar shall ii� no way i�pair the rtght of Rai[raad ta avai�
itselF vf any x�ernedy for any suhsequerrt braach thereof.
ArialcIe 1�. AS�GNMENT.
A. Contractar shall not assign tt�is Agx�eemant, in whal� o�• in part, or any riglxts herein
granted, without the wi•i#en consen# of Railraad, whic� rnust be re�uested in writing hy Corrtractar. Any
assi�nm�nt or attempted transf'er nfthfs Agreement or any o#'tlxe rights henain granted, whether r+ol�u�tary,
by operaiion of law, or atlaeiwvise, witl�out �ailroad's writte�l ca�sent, wili be absaluteIy vaid and inay
xesul# ui Railraad's iermin�tian af this Agreetnent pursua�zt to the "'T�RM; TERMIAIATI�N" Section af
this Ag�.�eeanent
B, iJpon Railraad's wrlt�en consent to ar�y assignment, this Agreement wi�l he hinding upoi�
an� inure to tl�e b�nefit of tlz� parties the�eto, successors, heirs, and assigns, executors, and adminis4rators.
�rt�cle i3. �'VL�RABI TY.
At�y praviainn of this Agt�ernent which is deteimined by a court �f competent jurisdiction to be
in►+alid �r une�arceahte shall hc in�alid or un�nforceable only to the extent of such deberm�natiot�, wtaich
shall nat ii��akidate qr atherwise rendea• ineffectiVe ai�y other pravisiun of this Agreement�
Ar#icle 14. NO L�' .
Except Cotrtractnr's commenc�ment of work noYtoe(s� requii�d �nder Exhihit S, all vther notices
r�ult•ed hy this Agreement must bc in wrtting, and (i) persanally served upan the busi�ess addtess iisted
belaw ("Nodce Address"), [it) sent orre�•night �ia expr�ss deflvery hy a natiot�atly recogn�z�d overn[ght
deiiweiy serrrica such as Fed�ral Pxpress Corporatian or United Parce! Servi�e ta the ]�otice Address, or
(iii� �y �erti�iscf mail, reaturn receipt requested tv the Natice �►.dc�ress, Overnight express delir+ery natices
wil] he deemed to he gi�+en upnn r�ceipt. Certified madi notioes wiIl be deem�d to be given three (3} days
after depasit w�tl� the L3nited States Postal Service.
If to Railroad: [Inion Pa�ific �tailraad Carnparry
qttn: AnaFys# -- Real Estate Utilities (FQlder Na. 3257-3�}
14UQ Dougias Str�et, MS 164�
4malls, Nebraska 6817g
Iftv Car�i��ctar:
Legal Etatify Naine
Attu:
IN WITN�SS WHEREO�', th� partias he��eto have aausad this Agr�ement #n be exe�uted as af tt��
E£fe�tive U�te,
UNIOlYPACIFI� ItA�TLRQAD CDMPANY,
a D�lnwvare car��rativu LEGAL EN�'XT'Y 111AME
By: By: _
Tit! e: Title:
��HXBXT S
T T T RS RIGHT
GENERAL TFRMS A1�ID CONDlTY�1�IS
�ectlan 1. LIMITATIa �► U Q �F RIGHT� T ,
A. The faregoing gra�tt is subject at�d subordinate ta the prior and aonfinuixzg right and
obl�g�tion Qf Railroad to usa �nd mairitairi its entire pro��rty inctud�ng t�ie rig3�t and power of Railroad tv
caristruc#, �airrtaitl� r�pail•, renew, use, operate, o��ange, xnodify ar raloc�te railroad tra�� sign�l,
GQITIIIluI1tGAYiU1]s f�ber optias, or athe3- rvirelines, pipelines aa�d qthei facilities upoe, �lot�g �r �eross any ��
al� �rarts of its property, all or �ny �� whicft tn�y be freely done at ariy time vr t'tines by Railroad without
liabiliiy tv Coritractor or ta arry odzer party fnr comp�sation �r damagss.
B. The foregoin� gr�nt is also sub��ct to all oul�tsncling superxat riglrts (in�ludirtg t6osc in
favor of licenseas arid less�es of Railroad Property) and the right af Ra4iroad to r�n�w and exier►d the
sainc, a�1d is inade withrn�t cavet�ant af title or far qui�t anjoymen�. It shall he Cantraator's sole
obligati�on to obtain suclt addilivnal permissiony licex�se and grants ne�essary on account �f any sucli
existing rights,
S`eCtlDl� �. I�TOTICE UF C�lY1ME�ICLMENT �'_��ItI�: ��GE C�`.S.
A. Corrtractar is sh•'tctly pro�Ilibrted from commoncing any Work an Licer�ee's Facilides
withaut Rai�rasd's wri#tan approval tl�at the work wiil he in strict aoinp[iance witi� (i} tl�e
"E'I�IGINE�RIN� R.EQUIREMEN'iS; P�RMIiS" ��cfian of #he Railraad Agreeanen�, and (ii} this
Exhi�it B. Upon Railroad�s appro�al, Cantractvr �1��I1 cant�r� Railraad's k`i��d Rapresctrtstives at Feast
ten �1 q� days befare cornme�►ceznen# a#'eny �ork on Licensee's Faailities.
$. Coniractar shall not cammencs any work unt�l; (1} Railroad has deteimined whetl�er
flagging or atHer specisl protective or safely measures {"Safety M�asures") are required for per�'onmence
of the Work pursuant to thc "FLA4GING" Section of this Exhibi.t S anci pro�ided Cnntractrn• written
authorization to aarnmence the Wark; and (2} Coi�tractor 11as camplied with the "PRa'TE�TIDN �F
FIEER OPTIC �AgLE ��STEMS" Sect�on of t#�is EBhihit B.
C. If, at any ti�ne, an einetgenay arises in�alving �icensee's Fa�il�ti�s, Contractnr shaF1
immedia#ely ao�itact Railraad"s Rospvnse Man�gettaen# Coir�muniaatirn�s Center at �8$Sj 877-726T.
S�eti�n 3. FLAGGY�iG.
A. �oilowing Contracto�'s notice tio Rsilraad's �ield R�preserrtatives �quired �ndcr thc
"hfbT10E 0� CO�VINL�]+1�EMENT aF V�i�RK; Ei1�'iERG�ICiSS" Seet�an o£ �his Exb�i6tt B, Refl�ad
shall urform Corrtrector if Safety 1Vleasures are required for p�rfartnance of the �Vork, [f Safety Measu�s
at�e required, no work of arry ktnd may be pei�'ar�ned �y Gantractor o�r its GQnlractur(s} ur�til arran�geme�ts
far the S�fety i►deasures ha�+� �ean in�de and s�lzeduled. If �io �sfety Measures a� r�equired, Railroad will
give Coirtra�#ar wriltea authoi�zatian to cotnmence the VJark.
6. lf any Safety Measures $re perFrnmed ar provided by R�iimad, incIuding but not 4irnited
to fiagging, Railraad shall bill Cvnt�actnr for such expenses incttr��ed by Itailroad> unlcss Railta�d and
a fcderal, statc� or lacaj guy�rnmer�al $r�tity F�a�e agre.�d t#�at Railroad ia to bill sucFt axpensss ba th�
f�deral, sttr6e, ar local ga�ernme��tal antit�+. Additional infarmarion regarding the submis�ioii of suck�
expei�s�s hy Ra€13•c�ad and }��yinent thei�af by Car�tra�tor cfu� l�e found i�� tlZe "CONTRACTt)R'S
F�'1`MEhIT ��' EXPENS�S" Se�tian nf this �x�rihEt B, If Railroad ��c�•f'or�ns a��y �ufe#y Measure5,
Ca�stractaA� �grees tl�at Cnntr�Gtor is not reiieved of any of i�esp�nsiUl�ities or liabifitios set forth in tliis
Agreen,ent.
C. Fvr flagging, tfte r�te of �3ay per [��ur for e.�ci} fl���;�t� will he tlt� pirovailing �t�urly r�te in
effect far an cigJ�t-hotiu� �ay for the �lass af fl��tr�en used durin� re�,ula��ly ��s:;igned ltou�^s and a►+�etime in
sccarda�ic� witE1 La€�os' A�ree�»e��ts ai�d 5�l�edules i�x effecc at the ti�y7e tl�e w�rlt is �c��fo�•med. �it additioi�
to tlie c❑st of s��ch lahcar, a coinpnsite aE;a�•�,c far vaf;:ation, l�alic�ay, l�e�iltit end welft�re, s��p�lemetti�l
s1C1�11es5, R�IIi'pa[� �tC#i=•cment a�td tiitesnploysn���t cnrnpci�satian, supple�nei�tal pcnsian, Ei�3�lvyees
Li�l�ility anci Propec•1y ❑a�nag�, and Adininisiralian w111 Ete ittc2uded, comptit� ❑n actua] p�yc'a!]. '1'lie
G�mpt�sil� cltarge will Ue lhe pre�t�ili���, coi�lpasi�e cl»r�e iu effe�t zt the tilrle the work is ��erforn�ed.
ane ��nd vne-hatf tiines #he current hourly rafe is paicl 1or over#i�nc, 5�lturcl�ys anc# Suncj�ys, and two and
ca��-hal#� tin�es cu:•ret�# l�vu�•[y rate for fiolEdays. Viiage 3�u#es aj�e s4zbje�t tv Gl��n�;e, �k �ny titxle, hy law vr
by ��reeine�ii betweer� Raiiroa�l aitid its empinyees, aiSd n�ay bc rets•�flcliv� as a��s��lt of ne�otiations oi� a
ruli�ig of �n a��tI�ari;�eck gow�rnmental ageitcy, Adc�itioi�l cltarges oi� fahc�r ar� aisv su6ject fa change. IF
the w�ge rate ae additianal ahar�s arc changecl, Cor�i:•actor �o�� tha grnrer�3i�ien#al e»#ity, as ap�iic�ble)
si�all pay Qn kh� basis �f tlte ��ew rat�s a13d cl3�rg�s,
D. i�eisn�ur5ei11�rit t� R�II�'aaCl will bc i�uir.ecl cowei•i�t� tlte full eigt�t-�taa�r d�y dtu�ing
wltiolt ai�y f1ng��' is fi�:•nis[ti�d, u�le5s the f�agger ca�i be assigiied ta otl�er railroad wark during a Exartion
nFsii�li day, in vrl�i�:lti evezit i'eitnb�u•sci�re�it wili not be :•ec�iiirecl fc�i• fll� �]v�•tivn of the �lay durialg wllich
the fla�cr is e�igaged in atE7e�• r�i�roaci ►�vark. �ei�nbtir�einent wil] also bc re�uired fv�• �ny day »�t
acttia3ly woi•kecL hy t��c #l�ggers I�bIIOWII]� i�lC fYa�ei•s' a55E��ll3lCl�f t0 work o» [�iC �71'.D,J�GI LUi' 4Y�lICI3
f�aiiroad is reqt�ii•ed ta ��ay the Ff&�g�l'S AIlCI ��liic�i c�u�d nat �•easa»abiy i�e avaided hy Railraad �y
�ssignmetrt af sucki tl�ggei:� to othei= wark, even thou�h Coiiir�ctai� inay nat �ie wo�•l�ing �iuri��g suci� tiine.
Wl�es� it becomes neccssaiy for I��ih•oatl to �ulieti�� and �ssign ffn eEi�playGc io a ilaggitig positian in
c�mpiianc� with �minr� cn]]�ctirre barg�i�iii�g agi•eements, C:a�ltraciur izii�st }�rovide ���ilc•oad 3 miiiirn�tm vf
{'iVe (5} days �Zatice prior to tlte cessafia�i of the �zeed For a flag�er. If five {5) days i�otice of Gessaiioil is
not giyen, �oiitr��tor will still be j�:qE�ire� ta J�ay ffag�iug chargcs f'ar tl�e clays the Flagg�t' vv�s schedttl��i,
evan fl�a�sgl� t��tggi��� is iin long�er �'ec�uired far ths�t ��e�'iod, An addjtianttl [ei1(10} days nnti�e must tl�e�i be
givers to C�ailroad if fl��ggi�jg services are �3eeded a�aii� after s�s�ii five clay cessalio.n uoticc lz�s been given
6o Railraad.
Secti��t 4. S�'CTY.
A. Safety af �ers�i�nel, pro�erty, rail ❑��e=�atians and t��e �ti�lic is of p�iramai�nt impa��ta�lce
iri th� �rasecutian Qfauy wox�k nn Raili�oad Pi�nperty E�crfnt•t�ied Uy Goiif��actnr, ��id takes preeedence ov�r
ai3y Work o�i Licensee's �'a�ili#i�� ta be perf'ain�ed �iy Coniractc�r. Cacitr�ctor si1all �e resE�onsible for
initi2�titt�, in�ir�t�inin� and supervis��tg all safcty aperatin��s �nd pro�;rams i» conn�ction witlz ���y W4rk
nn Licensee's Facilifies. C:ontracta�� �nd its caiztractat� sl7all, at � miEiimum comp�y, witl� ftaiiroad's tl��n
c�:i�t�eu# saf�ty sta��d7rcis located at the Ueiow wcb add��ess ("Rtiilra�d's Safety St�ndards"� ta e�tisui�e
imiformity wit�� tl�e sa{-�ty stai�d�rds follnw�ci l�y [iai[raad's nwt7 fn��ces. As a y�art of Go�i�ract�t�'s saf'�;ty
�'es�v��sibilities, Contractor sha3i IlOtify R7ilrnad if it detcrmines that any af Railrvad's 5�%ky St���dat�ds
as�a cautrary tn goad safsty p�•acliccs. Canti•�ector sl»i] Fu�'iiish capies of 1�ailraad's S�fety �t�ndat�i�s ta
��ol� af its emI�layees f�e£[�i�e tlley euter Ftaiii�oad Pzn�rtp-
�+tk-`� - ? �_+s�R�i��t� ue�io�w'adi un_ ...�,, ' _ ��sx _�ss�l
B. Contractor shall keep the jab site rn� Railroaa Property free frain sefeiy and hcald�
ha�ards au�d ensure that thelr e�nplayees are coinp�#ent and adequately t��ai.ned in e�ll safety and �ealth
aspeats of thc VlTork.
G. Cot�tractor repi�esents a�nd warranis that �11 parts of Licertsee's gecilsttes wsthin and
vutside af the limits af Raili�aad Praperty will not interFere wl�atsoe�e�• with the canstattt, continuotis, and
u�iiiiterrupt�d use aF the trac�r prcapa��ty, a��d facilities �f Railrostd, and i�othin� sl�all be dane rn• suffered
ta be dane by Contractnr �t a�1y tiine that would in amy manner iinp�ir the 5afety thereoF
❑, Railroad's operativns and wark perforined by Railrosd's persannel inay �ause delays in
Contractor`s or its Gontr�etar's Wor� on Li�ensee's Facilities. Contractar accepts this rislc end agnees t1�at
Railro�d shal] lia�e na liability t� ��ntranto�� or any atli�er pea�son ai• e�ttity for any suah deisys. Contractar
nnust ca�rdin�t� any wark on Raikroad Pe�perty by Cacitractor or any E��ird pa�ty with R�lli�oad's Field
Rapx�ese�tativ�s in shict �rnnglia��e wit� the 'TID'I'ICE OF C�MMEIVCEMENI' DF WOAK;
SM�R�BNCIES" Sec#�on of th'ss Ex}�ibit B.
S. Railraad sttall ha�� the right, if it so elec#s, ta prarride a��y suppaxt i# deems necessary far
the sa%ty of Raslroad's oper�tio�s and trar�cagc dux�ing �ntra�tor's pe��'om►a��ce af the Wark or�
Licensee's F�c!!i#ies. ln d�e e����t �tailroad provides se�h suppoi�, �i,ailroad shall irvoice Contiactar, and
Cpnh�actor sha�l pay Railroad �s s�t farth in tlie "C�l�i'AAG"1'OR'S PAYMEI�iT OF E7tPSNSES"
Seatian of �lus E�hihit S.
5ectian 5. Q F FY�E�t � .
Fiber aptic cable systems may be buried nn Railraad �roperty, Protectia�� �f the fiber optic cabie
sys#eit�s is of extr�m� iinpart�ee sinae any break r.ould dis��upt ser�riee to users i�sulting ia b.usiness
interrupdrni and loss of revenue a�d profits. In addIti�n ta the r�atificatians requlred under the "NOTICE
QF CQMMEl�lC�ME�I'T DF WORi�; �MEi�GENC[ES" Section of th9s Exhi�it B, Coxxtrac#ar sMall
telephone Rait��oad duri�jg r�annal business haurs (7:00 a.m. #a 9:DU p.m. Cen#ral Time, hrionday through
Frtday, axcept far Itoliday�} at I-8�f1-336-9193 [also a 24-hour, 7�day numbar f�r err�er�enoy cafls) to
detertnrne if fiher optic rable is �uried a�tywhere an Railrvad FropeNy to be uaed by Crnxtractor. If it is,
Cantract�i' shall t�lephon$ tlae teie�oinniunicatio��s ccc�mpany(ies} in�olved, and �rrange for a cable
loeatar, Lnake an�ang��ents far relocation vr ofi�ar pratectian of the fibe�• optic cable, a�l at Cantraotor's
expense, and will nat com�nence any wark an I�ttilroad Property until all such protevtio�i or t�ela�at3an l�as
heen catnpieted_
�ecttoa 6. ' P '�A'ILNT '
A, Gontr�cto�• sl�all bear #he entire cast and e�pe�ise of pei�'anniitg the Wai�C on Li�ensee's
Facilities, in�luding �+mimburseme4l# of �ny oosts set farth itt tii[s �'lxhibi# B.
B. Cot�traator shall fully p�y for all rnabe�'iaLs joine�i, a#�iixed tn and lahor pe��farmed an
Ra'slrnaci Psc�pert}r in aannectiQn witl� th� �ork on Licensee"s Faciliti�s, a�zd sj}all not petmit or suffe� any
mechanic's or mateiiaiman's lien of any kind ak nature to be �nfoi�ced �gainst the pi�operty faz• any work
dnne ar inatcrials £urnishe� ther�on at the instar�e or i�quest or on behalfof Con��actrn•. Caa�tr��tor sha�i
pra�npt�y pay nr dis�ha�•ge aII taxes, Gharges, and assessments le'vied upor�, in t�espect to, or an account af
�.icensee's Facilities, ta prer+errt the sa�ne frorn becaming a chargo Qr li�n upan any �x�aperty of RaiIro�d,
and �a that the taxes, charges, and assess�n�nts levieci upon o� in r�spect ba suclz prape�ty shall nat �e
lncreased because aF the location, canstruction, or maimtenatjce Qf Licei�see's l�aoilities or a�iy
iinp��o�einent, applian�e, ar fixture connected ther�witli placed u�� such pxogerty, or on account of
Co�tractar's interest therain. V4�here such tax, charge, or assessi�tent inay r�o# be separately in�de w-
�.ssessed to Can��actar but shall be includ�d in tlte assess�nent af the pra��+ of Railraad, then Corrti�actar
sha1� pey ta Railroad an equ€ta61e p�•nportion af s�h taaces de#ennir��d by tlie �atue of Cnntraator's
prapei�ty upan praperty af Rail��aad as aampar�d with the ent�re �►aiue of such progerty.
C. As set foi�tl� rn the "FLAdG1NG" Section of tiiis �xhibi# B, Contractar sliall have tlle
i�i�t, if i# sn elects, to p��avid� �ny Safety Measures Rall�•oad daems necessary for the safety of Railra�d's
nperetinns �and t��ckag�e during ConEractar's nr Its so�itraetnr's p��Fon.nance nf tlze 1�I�a��k on Licensee's
Faailitie�, inaludi��gr hirt not limited te super�isinn, inspection, end tiaggiMg seruices. In tl�e e�eirt
Rai�road p��ovides ancl� S�fety Measures, Railroad sh�ll sulnnit ai� it�miaed invoice to Co�itractor's notic�
�•ecipienf Usted in the "NOTICE�" Arti�cle o� titiis Agi�e�tne�tit. Corrtracta�� shall p�y ta Railrnad ti�e tota�
a��aunt listed �n such inr►oice within tl�ii�ty (3Q} �ays of Contraeta��s receipt �af such in�valce.
Sectin� 7. RT+a�TU TIU ❑� RAIL UAD'S PRaPERTY9
Xn th� e�vent C���trac#ar, in any irtanr�ee ma�es oF disturbs �r�y p�bperty of Railroad fxl cat�nection
with �rFai�na�tcc of the 'Work Qtt Licensc�'s Facilities, t�i�n, Gontr�ctor sha�l, as saoiz as possibl� and at
Contractrn's sole cost and expei�sc, restora Raiiroad's properky to the saine aonditior� as the same were
6efaz�e such property was xnaved a�• distur6ed.
Sectinn 8. INDL�NINITY.
A, �. �ls �et}�in ttsi� Section:
1. "l�si.lraad" it��l�des Itailrs�ad, its afFiliates, its and thefr of�i�ers, dir�ctors, agexrts
arid empIayees, and otner railroad co�npanies using Itsilroad I'�•operty at o�� �ear
the lacation(s} of I,ice�isee's Faciliti� and their officer�, d.�rectars, age��ts, and
e�nployees.
2. "Cnntr�ctv�" includes C�ntraetar and its agent�, �ontractars, subcaritra�c#ars,
sub-sulacoi�t�actors, emplayeas, �ffi�ers, and directars, or arry ather person ar
entity actiizg on its behalf or under its cairtrat.
3. "Lass" includes claims, sui#s, #axes, Ioss, da�nage.s {includ[ng puniti�e da�nages,
sta#utory slamages, arni exemplary damages}, costs, ci�arges, assessi�ents,
judg�neirts, seftlements, liens, demands, actions, causes of activn, finQs, penalties,
interest, and expenses of at�y nature, in�luding caui�t co�ts, reasona�le attorneys'
fees and expenses, lnvestiga#ion c4s#s, and appeal expenses.
B. Contractar s��all release, defend, indemnify, and hold 1larmless Railroad fro�n an� againsC
ar�y and aEi Lass, even if groundless, fi•auduient, ox false, t6�at diractly ar indirecdy a�ises aut of or is
related to Cantr�ctai�'s perforrna��ce nf t11e Wark on Licei�ae's �`acilities, includin�, bu# nnt liinited ta, ati�+
ac#ual ar alleged:
1. Bodily [saixn ar person�l irijury {ificluding arry emotional �.iJury or disc�se} to, ar
tl�e death af, sny persot�(s), including, but not limited to, Cdntrac#nr, l�ailnaed,
arry t�lecazn�nunicat[ons c8mpany, nr the agei�ts, cantractrns, suhcont�•actars,
sub-sul�annfraatars, or sinployees ofthe fa��egoing;
2. Damage to rn• th� disti,u�ice, loss, �na�+em�nt, ar destruction of Railroad
Pi�aperty, inicl�ding loss af use and diminutian it� �alu�, includln�, but nat Ii�nited
t�, any telecarr��nunications syste�n(s) or fiber v�tic cable(s) an vr near Rail�•oac�
Pi�aperty, any property of Contracton' ar Railioad, or any prop��ty �n the care,
custady, ar cantrol af Con#r�etor or Re�lroaa;
3, RernQwal of persoit�s} fram Railrvad Praperty;
4. Any d�i�ys or in4erference with track �r Railraad's railraad operatfons caused by
Coistractar's activity{ies} on Railroad Pi•operty, including withaut limitation the
❑o�tstrucElon, maintenance, modification, �cons�ructian, i�air, renewal,
revisian, relacation, or re�nova! of L,icensee's Facillties az• any p�rt tlie��af, a�1y
a�tivities, labar, rn�teria�s, equi�nerrt, nr maclui�ery in cfln�unctian therewi�h ;
S. Rtght(s� nr �nterest(s) grat�ted pt�rsusizt ta Cl�is Agreemerrt;
S. Contents escapirtg �ram Licensee's Fecilities, including w�thaut limitatian any
aatual vr aqeged pol�uttan, contamination, breach, or en�irarnt�ental Lo�s;
7. Contxa�at�`s hre�ci� of this Agreerrie� 8r faiture Ea cainpiy widti its pib��sioais,
inciuding, but nnt ]imited ta, any via'lation or bre�cl7 by Cor��ctor taf �ny
rapissentations and warrantics Coniractar has made Ir� t��s A�'eemerrt; and
$, Vivlaiion by Cantract�r aF any isw, statute, ardinance, governmen�l
admmisbrative order, rule, or rsg�ulation, including without lim�#s�tiQn all
applicabl� �ederal Railruad Administration regulations,
C. THE 1��REG�INfl �BI,IC#AT10NS SHALL APPLY TO THE F[ILLEST E�CTENT
PBRMITTEI3 BY LAW ��R THE B��'i'� �� RAILR�AD T� LO�SES �AUSED E�l, ARI�[I+IG
FRDM, RELATING TO, �R R�SLTL'I'lNG �RQM, IN 1�VHQLE DR 1N PA�tT, T� NEGLIGL�NCE OF
RAILRQAD, ANii SC7CH NEC�LIG�iCE aF RAILRC]AD SHALL NOT I,I1I+ITT, bYMINISH, OR
PRECLUDE CONTRAGT�R'S �BLIC3ATIONS TD RAIL�UAia lN AIY� RESPLCY'.
NDT'VVITHSTAM3INC� TNE F�REGDING, SLICH DBLIGATION 'I`Q INDEMNIFY �HALL AI�i'
APPLY T� THE SXTENT THE L[]5S IS CAUSED BY THE S4LE, ACTIVE AND DIRECT
NEGLIGENCE, GR�55 h1EGLIC�EN�E, (]R V�ILLFllL IVIISCD'hID[7CT ClF R.AILRQAD A5
DETERMINEI� IN A FINAL JllI3GMENT BY A CQURT �F COMFETENT dURI�DICTlOIwi.
E�HCBYT' C
TU TAC+ �NTRACT� RIGFlT ElF EMTRY
INSLiRA1VC� REQTJIR�MENTS
In accardar�ce with Ai�Eicle 6 of this Agreemen#, Cornrractnr shall {I} procur� �nd main�ein at its
SOj@ Cb3� flii(� @Y.�5C1]3@� or (2) requii�e its aoritr�ators �nd subcor�actors ta proc��e and maintain, at �l�eir
sote cvst and cxper�se, ihe f4llvwiizg insutance coverage;
A, Co�mercial Gcneral Liabil�tv I�suran��. CpinmePaial general lia}xility {CGLj wi#h
a limi# af nq# less than $2,OOD,000 eacl� a�urrence ��d an� aggregate lilnit vf i�ot Iess t�sn $�k,0{]4,D�0.
CGL ipstu�an�e must be writte�n on IS� occun+enae fann C4 00.(�1 12 Q� {ar a substitute �orrn prouidil�g
cquivalent cvveragcj.
Tlie pnlicy �nust also contain th� foIlowiiig endv��sern�ht, WHICH MUST SE STATED QN TNE
CERTIFICA'1'E �F I1�Si.TRANCE:
Contractual Liability Railroads ISO fvim CG 24 I7 10 DI (or a suhstitu#e form proaidi�g
e�uivalent co►reiag�) st�owing "Ui�ion Pacific Rail�•oad eampany P��ape��y" as the
Designafcd .fab Site,
B, Busineas_ A�etUmobil� �9v�rr�ss_ �us�rance. Business auto co�e��age written on
IS� forin CA 0� OI T� OI (or a s�hstitute form prQ�idirig �quivalent liahility coWerage} wit� s limit nf nat
less $�,000,0�0 �oi� eacl� anaider�#, and cove�a� mus# include liability arising aut of any auto �including
owned� hired, and non-own�d autos�.
The policy must ca�it�n th� follawing endarsemerrts, V�HICI-i Mt]ST BE STA�TED Ol�f THS
CERTiFICAT�; DF INSUEtANCE;
"Caaerage I�ar Certain Opci�ations ln Connectian With Railroads" i84 form CA 2� 7'0 I�
O1 (ar a substitute form providing e$uivaieirt ca��age} shati�+ing "L)nion Pacific Railroad
Camparey Prvperty" as the Design�ted ]ab Site,
C, Wu�kcrs' Camnens�timp and Lna�la�}►e}�s` Li�b�Iitt� Insura,�. Cor+erage must include
but ��ot he limit�d ta:
Car�tractor's statc�taiy liabi�ity und�r the won�ke�s' camperrsativn la�vs of the sta#etsj
affected hy this Agi�ement.
Einployers' Liability (Pa�t B) with limits af at lsast �500,0.�0 each accident, $504,�OQ
dissase poliay limit $50�,�44 �ac� e��piayee.
If Conri�actor is self-insure�, e�idenae af state appab�al an� excess workers' �ampensadoii
car+erage musf l� pi�ovide�i. �average �nust include liability avising ou� o� �he U,S. Lon�horetx�en's and
Harbar Workers' Act, the ]ones Act, ar�d the auter Coi�tir�en�l SheIf Land Aat, if applicab3e.
D. E�n�ir4nment�� Li��i�I#� Iaasurance. Enr+ik'ox�tnental Legat Liability lnsnrancs (ELLj
applicahl� tn bodily in3ury, �rop�rty da�na�e, in�Iuding loss of usa of damaged p��operty or nf property
that has izat b.een phpsically inj�ued or destroyer�, c�aanup casts, and defer�se, including ooxts and
eatpenses incurred ii� khe invesiig�tirn�, defel�e, nr settle�itent of cl�i�ns, ar cottAgtiance with s#ahx#e, all in
conn�ctian wi#h a�y lass srising fro�n the i�sured's perfarmance u�tder #his Agreament. Except witl�
i�speet ta #he liinits af insttrance, and any rights ar duties specifcally assi�ned to the first named insured,
this u�su�ance inust �pply as if each narnad ir�si.u•cd were tl�e oi�ly named insux�ed; and sepa��ately tv tl�e
�dditionai insurer� x�ainst whicli claim is rriade or suit is brought. C�we��ag$ sha11 he maintained in an
amount ofat least $2,000,000 per Eos�, K+ith an annual aggregate afat least $4,OOD,�OQ.
Contractor wa�rants t�at any retraa�tivoe date a}�licable ta LLL insurance cvr+erage under #he
palic�r is tl�a same as or precedes #he �f%ective Date vf this Agreement, auid #hat continuaus coverage will
b� rnairrtsi�ied for a perIod of �irre (5� yea��s baginr�ing frpm the #itne �e Work under this �gteeme�rt .is
cniYtpletad ar �f coverage is cancelled fot any reason the policies extended discoveiy period, if eny, wEll
he c�nercfaed for the maximurn tiine allowed.
�. R�ilrnad Prntective Li 'l4 Inaur e. Contractnr must maintai�7 for tl�e duratian of
w�rk "R�ilrna�i I'rn#ective Lia�ili#y" insurar��c wi•itten ❑n 15D acaui`rence f�r�n CCi QO 35 I2 U4 [nr a
substitute fonn providing equi�alent caverage) an bel�a.lf of Raihbad only � ttamed insured, with a limit
of not less t�an ��,UDp,[��D pet vQcurrence a�td an agg�•egate a.f �6'OQ0,000. The d�ftiutian of "!�B
L�TI�N" and "i�V��" on the declar�tion page nf tl�c po�icy s�il s�fer ta this Agi�nent and shal]
descxibe sll WDRK or aPEIL4TI�NS perfonr�ed und�r this Agreerr�ent. Notrvithstanding t[�e f�r�gaing,
Contractar does »�t k�ced Rail�•o�d Protecti�e L�ability Insurance a�ter its initisl cflnsa�uction work is
camplete �nd ail excess inaterf�ls have been iremov�d frrnn Railr�ad Praperty; FiZflVIDED, hawever, that
CO11tiACtQP St1�I1 �'UCU1�C 511C�7 COV@1'A� f�l• �t�}+ subsaquent maint�t�r�ce, i�opeir, ren�wal, modificatiofl,
reorn�struction, or removal work an Liaettaee's Facilities.
F. iTmb ella ar ExGe�s Iuauranc�. If Cat�tractor utili�s uxribrell� or esccess policies, �nd
tl�e policic� �nust "fallaw foian" �f�d affvrd nv less covsrage th�n the prim�a�y poli�r.
�ter Reauiremcats
G. All policy[iesj requ�red abo�e [eaocept business autnrnab9le, wnrkexs' campensatio�t� and
employers' liahiiity} must include Rail�bad as "Additlonal insured" using ISO Additianal h�sured
F,��orsexnent CG 2�U 25 (ar substituke form(s) providing �quivalent c�verage}, The eaverage p��ovid�d ta
Railra�d as �dditioi�al insured shall not bc ��aited hy Cantraatnr's liabili#y Under the inde�nnity provisions
of #l�zs A��euient. BOTH RAILRCIAD AND CdIVTItACT�R F�PECT THAT k2AILROAD WILL B�
PROVIDE� WITH TH� BROADEST P�SSISL� CflVERAGE AYAILABLE BY C3FERATION OF
�.AW UND�R IS4 ADDITIONA�. INS[]RED FORM CQ 20 2�i.
H. Puniti�e damagea e�clusivn, if ariy, �nust be deleted (aiid the deletian indicated on the
certi�icate of insurance�, un�ess �a} insuratice c�verage r�ngy+ itot Iawiully he ahtaineci for a�iy ptat�itive
damages tFiat rr�ay �a•ise under tkis Agteetnetrt, ar (b} all puniti�c da�nages ai�e prahih�t�d hy al{ stat� in
wMi�h t1�Is Agteei�aentwill be perfrn7ned.
I. Contractar waives all t�ghts of recn�ery, arid its insu��ers also waive all rights of
suh�gatian a�f damages ageinst Railr�ad ar�d its agents, afficers, direct�rs auid emplayees for damages
coveived try the worlcei�s' comper�ation and employers' Liabiiity ar co�ninercial umbrella vr excess liab€lity
abtained by Gontractflr required in this Agreean�nt, where pei7nittcd by law. This wair�cr must �e sta#ed
nn the cettificate of insuranee.
J. All insurance pvliczes musl be written by a reputalale insurance aoing�t�y accept�ble ta
i�ailroad ar with a curi�ent Best's Ii3surance Guidc Rating of A- a�d C�ass V1I o�� bette��, and autl�ariz�d tv
da busii�ess in the stat��s� in which the'Wvrk ss to he performed.
Car�tents
In#rod�ction ................ ...,. ,
..,. .. ........................................................................................ ...................... 2
A. Purpase............ ........................................................,.....
........,........,.... ..... .................................. �
Track and Ground Manitaring .......................................................... . ........
......................................... 2
A, General track and ground manitorir�g requirernents........... ... .......................,................. .
... ........... 2
8. Track l�lanitaring......,, ..............................,.............. . ...................,..
.............................................. 3
C_ Ground Monitarir�g.................,.................. ,,..,,.......,.........,,.............
................. .................,.........., 3
D. C�nttngenc:yyr Rlans ............................ ......................................... .
- --•-•• ........................................... 3
Excavati�n Requirements ....... . ......................................
---...--� ...........................................---••-.......... 4
A. 5haring ��sigrl .. .. ...............................................................
----................._ ......... .... ............ .......... 4
B. EXCBV�tfDl7 S�f�tjf ....................................••-....._.........,..................
••....... ............................._..._. . „ �
i��05S81'�/.,.,,,............�..�...,.� .............................,.................,,,
................................................... .............. rJ
i f. .., .� - ;.. �r F � �
, _ .1-;f_. .Kc :,�.r.,�_1,.I�..i f���� .. �� � � E •.�;:..
.�.,�•�, 4�:I;J,':��.1:I.+L�_:,.. .
�.lJ'I�i iC1tt�.!:7 �i'�: j?{►.:� }�i—�l�.SEl�I, �#�lt�t 5 fF1l�... f iJr�L': £1��it,A1. Lil1T'�_ ls,PF?IL, 1�3:��"j. �
'1, Intr�ductian
A. Purpose
9. The purpase af these Guidelin�s is to inform 3'� party App[i�ants, Contractors and athers outside af the
Raifroad of the requirements anci sfandards far the monitoring af tra�k mavement, hnth �ertical and
harizantal, and gr�und m�vement due to surrounding canskrucCian.
�_ 7his dacument gvver�s at all locations where the Railroad apera#es, regardfess of track awr�ership or �rack
status, either a�tive or out of service.
2. Tra�k and Ground Monitoring
A. General track and ground monitoring requirernents .
�_, Traclt and ground rnonitoring are required for any af the follow�ng three �anditians:
i, For crossings with pipe diameter and depth (below I�ase �f raii) as shawn belvw in �Taial� 2-1.
ii. Far shoring wifhin Zone A af any track, as shawn �eiow in Fi�ure 2-1.
iii. Adc�itional m�nitoring rnay he required by the Raijraad on a case by �ase basls.
�. Monitoring schedule
i. IUionitoring shall commence once any constructiari activity is wi�tiiin Zone A. Se� �igure �-1.
ii. Manitoring shall cantinue, after installatian is camplete, for 7 days or as required hy the F2ailroad.
a. Far larg� andfor shallow pipeline instsllafians monitoring may be reqUired far up to 3d days.
3. Gsneral r�quirements
i, 7emporary lighting may also be required by the Railroad to identify tripping haz�rds ta trein crewmen
and other Railraad personnel.
ii.. Any exc�vation, holes dr trenches on the Railr�ad property shal� i�e cavered, guarded andlar pr�tected.
Handrai�s, f�n�e, or othor barrier methads must me�t OSHA and FRA r�quirements.
--- —
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x = Monifiaring is required
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���- p^� Exc�va�t I on P�rm 1 tted As A rawsd b F�a P I raad
Na Excc�votian Sample
Base o�F Rc� 1 I Excavat i ar� �rQund L i ne
4" 5' 8' lD' 12' 14' 16' 18' �0` 2�' 24' ��' �8' 3�' 3�* 34' 3fi' 38' 40'
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li�l2� i R�'SC.K F<. G�I;C.)ll';(] iVICJI'SI��ORIr4C: (:i�J IC�C �IE�Jf_�
hU1��4C1F;,.;C] E3Y: RlCK FIZIf�;CPJ, k'f'Iti� 5TRL1C1'l.lftf:5 3.-)[=5�'=,�J. i;,^,Tr-: ���.I'�31I, .?C��. � 2
Q, Trac4c Manftorin�g
1. Track �effection ��mits
i. The top af rail shali nat permanently d�flect mnre than'/a inch vertical or horiza�tal. This is nat an
"all�wable" defJ�.ctian, All estirr�ated d�fl��#ian shauld be eliminat�d #o the greafest extent possible prior
to canstructian,
2. Targets
i, Tra�k monitaring shall not require track ac�ess o#her thar� to place the track mo�itaring targe#s.
ii. Monitvring targets �hould be pla�ed suci� that monita�ing is pflssible when a train is presen#. However,
monitoring during the passing af a train is not required as the train wil� temp�raril� deflect tha track.
iii. Adh�si�e backed reFl��tive far�ets may �e attach�d to the side of the rail fempararily. Targets shauld
be removed ance m�nitaring �h�se is ��mpl�te,
iv. Nate, there are narmal and ternporary �ertical track deflections caused by the pass�ge of a t��ln whiGh
shauld he not�cf �r�d esfablished priar ta consfructian.
3. M�nitaring Plan
i, If th� fap af rail daes deflect mar� than 914 �nch, either vertiC�l or hori�ontal, afl operations shaff siQp
until the matter is resal�ed.
ii. Pravide established contingency plan, 5ee Section 2.�, in the �vent of graund lass andlar t�e rail
deviates'J.� inch vertical Qr horizonial.
iii. �stablish a hench rnark in the �icinit}r af the constru�tiQn. Establish Iacations far shaating eleua�ons an
the tap of rail at aa�h area of cons#ruckifln.
a_ Example lo�a#ians for shooting rail elevations would be at:
• A# the centerline oI an under track crossir�g.
• At b�fh autside edges of the crassing. ie. �or a wida excavatian.
• Rt multi�J� locations frgm fhe crossinglexcavatimn edge but na less than 10, �4, 3�, 44
and 50 feet from the crossing.
iv. Mnnita�ing shall b� continuaus and recorded in a field �og baak dedicated for this purpase. Copies �f
lnese field la� �ntries can be rnade avaiEabf� ta all concerned parties upon request at any fime during
c4nstr�tctio n.
C. Graund Manitaring
1. PraWid� rneans far manitaring ground settlem�nt, Subrnit rnanitoring plan fior Fta'rlroad re�iew.
2. �raund manitaring points shauld be in alignment aboue the proposed construction activities.
D, CnntingenCy Plans
1, The Contractar sh�ll supply Contingency F'lan�sj, which anti�i�ate reaching khe Threshal� and Sh€�tdawn
�alues, far all Gonstructian actiuiti�s which may resu[t in norizont,�l andlar vertical track deflectian.
i_ Track moniforing values;
a. Threshald valu� = 118 inch permanent verticaI ar harizontal deflecfian
b. 5hu#dQwn value =�1�4 inch permanenf verEicai or hari�antaf defl��tion
�. The Cantinr�ency Pians shall pravide means and rnethads, with op#ions if ne�essary.
3. The Contractar should antieipafe the need ta implernent �ach Cantingency Pf�n with required materials,
equipm�nt and personnef.
i. �nce the Thr�shald �alue is met, the contrac#ar sha[f determine the apprapriate Cflnfingency Plan�s)
and immediat�ly dis�uss #his plan with, and recei�e appraval confirmafian fr�m, th� Railraad ar
authoriz�d Railroad represeniative.
ii. �nce the Shutdown valu� is met all praje�t wark shall sio� and the chosen Conting�ncy Plan sha[f
eornmence,
a. The Railroad rnay chaos� to alio4v andl�r re�quire the irnmediate irnp�ementati�n of speci�c
appraved Cantingency �lans, su�mitted by the Contractar, �n�e the 5hutdatinrn value is rnet.
I r �'( ,4' �r � i. i�.., . �.� vr. . �::is� ;: �_�
Jl i:�; I �� i .9 �]s. .7•�1 � � ,:i..11 I�;�.lYi..' - ���i�[i_��i`�•_a
,n?.i I i"Sr.i��c�1 E',�; s'.i{:i' Ff',;�,c;.,�+ «;,�?�..: 1fi'.:J�.�� �J'i:� [�F ;i�� �. C��.-I �: !'i�r�.i�, ��lz�
3. Ex�ava#ion Requirements
A. Shnring D�sign
1, For tempr�rary earth retention design reqUirements an the Right�af-Wsy, see the Raijraad Guidelines for
Ternparary 5haring, i�ttp:llwww.€�p.comlreal_�statelroadxinglindustryJindex.htm
B. �xcavatlon 5afety
�. Guardraifs
Guardrails shall b� provided to surrour�d unattended excavations an Railraad f�ignt-of-Wa�y per OSHA
5tandard Numk�er 1925.50� as fallows;
a. The guardrail height shall be at least 42 inc}�es abave the walking s�rFace,
b. The smalfest dlm�nsion for openings in the guardrail shail be no greater t}�an 19 in�hes,
c. Guardrai] systems shal� be �apable af withstanding, withaut failure, a farce af at leasf 200
paunds applied wifhin 2 in�hes of #he top edge, in any outward ar downv,+ard dire�tion, at any
�oin# along #he top edge of the guardrail.
t_rf�F�;; i r�leC,c �1 C;ij(.),lr;[.i �vli�1•J�iC)(jIIVG �:��lIC)�:L1��La
!'tlJ f'f-I�HFE] ��Y: CZIC:f� 1=�Z1� SEf�f LJP�tFI .`.a [ i:L}(::i-�i}if:5 f7f-;ICif'�I, l7+•ll�€:=: E'�f'f;[?., aC77.� 4
4. G��s�ary
AppEican#: Any party proposir�g tfl install a new, andlor abandon �existing, pipelines or Wir�efines an Railroad right-af-
way vr ather Railroad �perating lacatian, regarr�less �f track heing activ� or out of servi�e. 7his ir�cludes any
c�ontr��tor, emplayee or consultant hired by said parEy.
Call Befor� You aqg; A lJnion Pac3fic F�aiEr�ad 24-hr by 7-day oammunicaf(on center to assist in protecting,
docum�n'ting �nd notifying caflers �f other utilities install�ql within the Railrvad right-of-way.
1-SQQ-33B-9'1.93
Cr�ssfng: Rafers to a Utility whlch is crassing the Railraad track(s}.
Carrier Pipe. pipe used to transp�rt the product.
Casing P9pe: Pipe through which thecarrierpipe is insf,�lled,
Co�er: Distance fram either the base nf rail or finished grade to the tap af F'ipeline ar V1lirelin�.
�ncroachment. Lltilities on Railroad right-of-way which are g�n�rafiy orfentec! parallel with Railroad �ight-of-way
andlor track.
C�nterline af Trask: An ima�inary line, thaf runs down the center of the two rails af a track.
C4nstructlan Gocuments: Design plans ar�d �alrlulat�ons, proJec� andlor standard specifc�fions, ge�technfc�l
report and drainage report.
CQnstruoti�an Window; A timeframe in whic4� construc#ion ar maini.enance can be performed by the Contractar with
the requirad pres�n�:a vf a�lagm�r�.
C�ntraat�r: The in�lividual, partnarship, c�rp�ration orjaint venture and afl principals and r�epr�sentatives (includir�g
Applican#'s suhcon#ractorsj wfth whom the contra�t is made by fhe Applicantfor the �anstructio� of the Grade
Separatia� Proje�t.
Facility: Refers #o fhe Applicant's pipeiine, wireline, poles, manholes, handhales, sp[ice boxes, storage tanks and
other s�ch st�u�tures which exisf as part of the Applicant's infrastr�cture.
Flagmar� (Flaggin�}: A qualified employee af #he Rallroad proUiding protaction ta and from Railmad aperations per
Railroad req�irem�nts.
GuideEines: Infarmation contained in this dacument.
I�dustry Track: A secandary track designed Ea allaw acaess to industrles along the main trar,�c.
Main 7rack: A prindple track, designated �y Tirmsta�le or special mstrucfians, upvn whioh frain maverrients ara
generally authorized and contr�lled by fhe �rain dispatcher. Main Track musf no# �e occupied without proper
autharity.
Railroad Load: Ca�per E-80 la�ding.
Railroad: Refers to Unian Pacifi� Railraad,
Railrc�ad Manag�r nf Track Maintenance �MTM): Raifroad representativ� r�spons��le for rnaintenance of the track
an� supporting subgra.de.
Righf-of Entry Agr�eement: An agreemerrt between the Railroad and an A�plicant ar a Cantractar allovYring access to
Rallraad �ra�erty.
Right-af�Way� The pri�a#e property limits ownecl by the RailrQad_
7racics: 7he rails, ties and baliast and raadbed that ca�rrpose the trave[ing surFace us�d by trains.
Utility: l�efers ta a pipeline ar wirelfine.
Vylireline: Refers ta eiectric power and c�mmunicai�an utility systems including, �ut nnt lirrtlte� ta, a!I assaciated
canductars, �ables, suppart stn.�cturesT and equipment.
�.J�'.,., il'��'�,.�' C�r :::���.l�.Ji::.a rr��ii`�i;:.::i��,�; ��iJ;l.?{: ,.�F`:.
raa-��i��rf;t� �,r: a�i�:� r-�.��a� �, �.�f��t�� �;rr�c:-ru�;�� c1r:��{���. r�Ai �: ��ri�., ��J�.�
�u�t�me�r ��o�ect lnformatian Shee#
.
Pl�ase fill in each c�ll far p��cessirt�
IJPRR Agreement Folder fVumber (example 1�34-5fi}; 3257-32
Estirna�ed 5tart Date far Canstructian Dn, Under, or Aho�e L1PRR ROW:
Estirnated Durati�n (in �ays� f�r RailPras Fla�g�r �CIC]:
Estirnated Dura#ian (in days} far Railpras 06server;
Estirnated 1NorkS�hedule �example Man.--5at,y;
�aily Start 7ime /�nd 7'im� �example 0��0 to 17�0 etc.}:
Field Cantact pe�san{s}-
M�bile Phon� Number{s):
Email Address{sj:
P�oject's Location (City�S�ate}: Fort Worth, TX
Railraad Subdivisian: Dallas
Railroad Miie P�st (MP�: 248.14
Fr��ect ❑escriptian (examp�e HDD, lack and 8�re.
�ncroac�iment, lJndergraund dr�verhead Pipeline�
Wir�line crassing, �tc.J:
Will arty type af �quipmeni be used?
If Yes, what type of eq�ripment will b� used?
How close will the equipment 6e ta the tracks �in fe�tj?
If [nstructed by the Railroad, have all the ❑n-site �lease Complete
personnel complet�d the f�ailraad Saf�tyTrainang?
"5afety is Llnian Pa�ific's #1 priority and extends to all who come on Unian Pacific properties." lJnion Pacific Property
Access Trainin� �UP-RATj can be found here:
By che�king this hax, I acknowVedge that if any grnund will be distur�ed ar exc�vated upon UPRR pra�erty, tnat I w�ll camply wit�
UPRR 5pecif�catians and contattthe loca� UPRR representatives {MTM andJor MSMj, i� �ccordance with my UPRR Agreement,
�I acknowf�dge
Additional Comments:
! ���L��i�.�
����a s��,r.���
{'_ , . ' � 7
Cu�tam�r ei�li�g Inf�rma�ion �heet
� . .. . �
Piease fill fn ea�h cell fvr pracessir�
Camp�ny Name:
Conta�k iVame:
Street Address:
City f State j2ip Code:
Phan� Number:
C�nta�ct Name Email Address:
❑a you need a W-9?
Haw would you li[�e t❑ recei�e the RailRras In�oice�s)? Please CamNlete
if other, paease explain and
gi�� directions for us�:
Internal �0 ## ta be listed on RaiiPros Inv�ices;
. � . . � - ...
Campany Narrje:
Contaet Name � Email Address:
Pho.ne Numb�r:
Street Address:
City / 5tate � Zip Code;
� . . .
If the praject sco�e �f v+�ark fails under PW requirements, please review RailPras positian statement on �ur
seruices before cornpl�ting the Prevailing 1Nage setecti�n.
If you sele�t yes, please compl�te t�� portian below and email the suppor-ting
dacurnentatian that detail5 the PV11 requirements far the caunty the work will take Please Camplete
in �the r�ocuments are required for reference};
PW Froject Name:
P1N Prvject Number;
P1h1 City J Cautlty J 5tate:
� ., . , . •
C�nta�t Name;
phane Number:
�mai� Address;
Ad�iitional Camments:
� RAILP��
���La ����.����
W�RI[ P1AN
Union F'aeifiC Railrnati f old�r Adumber:
Date Submitted to RailPrcrs Fie�d 5ervices;
USlnrk Pfan �irectians.
This �roject has heen iderttifled by LJni�n Pacific Railraad �UPRR) as requiring third party cQnstruction obser�atior�_ RailPrps will he
providingthe Construckian Ohser�atiQn services for this project and is here to assist in m��ing �his proje�t to completion.
The Llnion PacifEc Railroad Real �state Agreement ❑utlines the requirer-nents and standards for this installation. This wark plan
describes the spe�ific details af the p�aject, in #erms a� the site layaut, sehedule, means and methods, and general requirements,
to ensure campliance with the agreement, T�is ruork plan, once released, is the basis that the Construclion Dbs�rver will assess the
work, Any Field changes fram the work pl�n shall kae suk�mitted wia ernail to u�ilititis,ottice,staff��railpros.�orn for revi�w and must
meet ar exceed [JPRR andf or AREMA standards.
1Nork Plan 5ubmittal Check I�ist: �Please eheck ot# af� �equirernents in t.iat, ar strl�Ce throu�h_text lf itern is nat requ�redl
3. Engineering Plan artd' ProfFle (�'xhibit A dve.� not qUaJify j:
a. Mark locations of launch and recei�ing locations.
�a. ❑imensian the d3stances fr4m t�e C�nt�rline �f track and any �isting utilities.
e. ❑imension depth af excavatian.
d. Raifroad r��ht �f u+ay an� railraad traeks ciearly outlined
�. 7raek ManirnrFng Plan {if req�FredJ:
a. 5ee attached Track Mohit4ring Guidefine {pdf}
� HDfl lr�s�allotior►s Only:
a, Inadvertent Return Cantingency�len �Frac-�ut Planj
6. HDI7 Pian Requireme�ts
4. 5horing Plan Unly far excavativn withrn UPRR property anrlZaneA ar7orre 8:
a. Cal�ulations for sh�ring within xone a.
b. Cut sheets for pra�rietary systems as applicabfe,
c. aescriptian ofshoring tQ include hut is nat limitec� ta:
d. Expiaratian �pat halfng)
e. �cmolition
f, Excavation
g. Fall prnteetionfcanfined spac�! entry
h. iNork p�'ocess
i. Backfill
i. �lose-nut
Cflnringencies which includ� weather euent5 and haxrnat
Referenee the faflawing linkto assure campliance.
Htt��s:Ilwww. u p.c4m�csf �rou ps/pu5licl@ �vrrf @ eustomersl@ i nd usCri aldeveloqm e ntl@a perat#ansSpecSl� S�e
cificatldnsldacum�ntslu� ndf nativedocsltadf un str te�p-si�arin�.pdf
prim� Contractar Cantact I�ame:
Ema�l Address� � ��
P1►arre NumbQr:
Nate: 7he field contact will he ask�d to si�n the daily re�artto verify haurs.
Suh-Contraetar (i# perfarming the installation} �anYa�t �1ame:
Emaii Address;
phane i�umb�r;
Note: The field cvntact �+1ill be asked to si�ri the daily report #a verify haurs,
Rraject Infarmation
Itern Response Itern i�espQnse
LatJLor�g [Decirr�al Forrnj Numk�er afTracks
NIetE'�ad rs'f Ir►staliatian [-asi�g Pipe Lengih
{{-��p, latk artd Bare, Etc.j
❑e�th fr❑m tap af pipeto hase ofratl ^ Casing PipeType
C1is#�nce frnrri �a�� t�f rQcei�ing pit ta Nearest C;��i�� pipe 13fameter
Tra�k CL
Distance frvm faceofjacking pit to Nearest
Tra�k CL Casin� Pipe�hickness
E xcavati�n dep[h �f jac[cing pit 6�om #��se af Carrier Plpe Type
ra{I
Excavatian depth of receiving pit from base af �� Carrier Pipe Uiameter
rail
Estimated 5tart �ate Carrier pip� 7hj��ness
Estirr�ated F'raject I�uration �on, under, ar Is fhe �r❑ssing within a
aha�e UPF�R prop�rtyy roadwa ?
Wiil there be hnt w�ric wirhln U�Rl� R�W7 INill there be
abando��me«t w�rk
�wefd�ng, open flame, cutting, etc,f within UPRR R�W?
Descriptias� nf Vllark: Prauide a d��rlptian vf Means and Methods tt�e cantractor will usc to cc��npl�te tYse aut�arl�ad work an, under, ar
ahove l3PRR pra �rt . Exca�ratian dr pothviing wit�in I5 feet aF rrack c�nter�ine is n�t a�ce tabfe, un�ess a�prav�d �y UFRR En�ineering.
Equipment: Machine hAake & M�del: �—
Des�ription af Pr�cess:
J..
2.
3_
4.
5.
�.
7.
8.
Please rev�ewthe fallowing linktv ensure cornpliance with all U�RR PPE �t�quirements,
�mfcslctrvupslnuhficl�uqrrlC suppliers�dacumentsluu ndf nativedocslndf Uq. SLfLIqI
Track Monitoring: Track Monrtnring pkan is required in accordante with the lJPRR Track MQn�ta�ing �uideltne tatkarh2dj. If wark is
a�c��rin� in more thar� ane [1 j sh{it, Tra�k Mnnitoring �s requieed during ali shif[s_ 5errd track monitoring data tn
LIT�I�'I��S rrdfli_P_�r 3jflr�";?I::]!65 C�ITI.
5urvey Company:
IVarr�e r�f 5urv�y�r:
�kNil I yau �e usEng adheslue
Qes�ription of Process:
1.
�.
3.
4_
S.
6.
'7.
S.
� Ifi�Sirus�!�nt'
f�� the track itwn itorin�? Yes or 1V�
Please reviewthefpllowing linkto ensurecompliance witl� all U�RR PPE R�quirements.
https;/fww�.up,catnlcsl�caup5lqUbliel� u.prrl�suqpliefsldocumefltSlup pdf riativedocsl�df up sulaplier safety rep.pd#
��- —
�.: _._
�� �
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.Tune 23, 2(]22
Josh K�rcho, P.�.
Kimley-Harn
$01 �herry Stre�t, Unit 11, 5uite 130d
Fort �lorth, T3C 7�1�2
Re: 3fi-in�h Clear Fork Force Main, 408-5WF-2�21-���9
liEBr n�r. �2rcila,
Thank you for submitting p4ar�s for Clear F�rk Force Main al�ng the Clear Fark afthe Trinity
River in Fort Worth, 7exas.
The �farrant Regianal Water oistrict jTRWb}, and the U.S. Army Corps of �n�ineers �USACEj,
reWiewed y�ur s��mittal underTitle lJnited 5tates Cade Sectivn 408 and 4d4. �ased ❑n the
reWi�w ofthe suhmitted plans and specifications, 7RW� ar�d the L1SAG� det�rmined that the
p�aposed wark will nQt adversely aff�ct the functionaiity ar the o�e�-atians and maunter�ance af
the Fart Warth �loadway.
Suhject to the �onditions listed heiaw, TR1N❑ �ansents ta th� ��nstrucYi�n an� operation of the
36-inch Force Main forthE C4ty of Fart Worth.
Please st�-ietly adh�re to the following canditions:
• Notify the urrdersigned o1' a representative of TR1Np's Real Prvperty Departm�nt one
week priar to �onstru�tion ta schedule �n ansite meeting
• The cdntractor auvarded ti�e k�id, and ar�y sub-corttractvr working an the praject mus�
sign a Limi�ed Right of Entry Permit anai �rovide a certificate af insurance meeting
T�iWa'S requirements
• pravide a wark sch�dule for bat� TRWD's and l]SAC�'s reference shawing the
antici�ated consfiru�tion timeline far the praject
• Keep a capy of the perrnission lett�r on the job sit�e at all times
�sr=] E�-*'��--��:-.i�': I7riv� � Fart Wari�s, T?C �f lU�-i�ib {�ff'ice: {St7] 335.�A��1 � TRWD.cvm
E��rickir� cn�ramunitie�. �m1�r'o��in� tl�e q�utitv o��lit�`
�._
+ 1Va equipment or materials shall be left within the Flaadway avernight without TR1ND
authari�ation
• The Trinity Trail� shal! nat he closed at any time as a result of the p�aject
■ Cantra�tor shall submit a d�taur route to TRW� for the Trinity �frail Syst�m per TRLND's
canstructian �arrtp�let
•�ontractor wi11 be responsi�le far any damage to the 7rir�ity Trail System
• Contract�r will he r�sponsible for all safety measures and canstruction signage while
working within the Floadway and around the 7rinity Trail 5ystem
■ Install �anstruction signage along the Trinity rrails 5ysiern ane week priar to start of
cvnstru�tion
• All trash and debris shail 6e pi�l�ed up imrnediately
• Cornpact all 4aacicfill in 5-inch lifts to at least 95 percent standard density and pravide al]
compacti�n resultto TRWD
• Dnee u�ility Iines are set in place, contact TRWa to alla�v �ur s�rveyor time to collect
coordinates and deep of new u��liti�s priorto backfilfing
• Re-establish gra5s per 7RlND's canstru�Cion pamphlet
• Pr�vided TRthl� with a set af as-built drawing once the project i5 corrtplete
• Natify the undersigned ar a representative flt TRWD's Real Praperty C�epartment once
constru�tion is �amplete t❑ s�hedule a final site inspectian
Tft1No's au�horizati�on ❑f the �roject should nat be cansi�lered as an a�praval �f th� engineered
design.
Enclosed you will find the USAC�'s authvrization letter. I have also included the pamphlets for
construc'tian within the limits af the Flaadway as well a5 the Lir►1i�ed Right af Entry with
insurance requiremen�s.
If yau ha�e any questions, p1Qas.e feel #ree ta call me on my cell at H17-229-2555.
5incereky,
❑ean ICuhn
Seniar Land Agent
trwd
�R-U1 6� Q4 �xoduct I�eq�u�rements
THIS PAGE LE�'T IN�'E1�TTI�NALLY BLAI�TI�
C1Tl? OF FORT WdRTH CT.EAR F�RK FQRCE14ihIN
STANX]ARI] CQNSTRLICTION SPECIFICATIOl�i DOCUIv[ENTS �ity Frojeet No, 1909�U
fteVised 7uly 1, 2U 1]
CITI' UF F�RT LVORTH CLEAR FQitYC �OIiG'� MA1N
STANDARD CflN5TRLlCTIfltV 5PECCFICA7'[{]N DOC[.�'I�ENTS City Praject Na. 1 U�996
ltevised 7uly 1, 2U ] 1
G
��� �����
CITY �F F�R.T ��l�TI�
�VATER I]EPA�TME�T
STANDARD �'R(]Di]��T LIST
�[.Tpdated: Septembe�- il�, ZOI9
The Fart V�'arth Water Depa:rtm�nt's Standard Products Lzst has been develop�d �o
minunize the submittal review afprac�ucta which m�et the Fort VL�oxth'VL7atex'
I�epa�-tm�nt's Standaxd Specificatians c��xring utility cons1ruction projects. �Vhen
T�cbnical Sp�ci�'icaii��s far s��cific �rnducts, are includ�d as part of the
Cons�ruction Contract Docu�e,��s, the requirements o��ae T�c�iieal Specifica�ion
will o�erride the Fort �Vor#� �ater D�paxt�ner�t's S�da.xd Sp��i�ica�i4ns and the
Fvr� �hivx-th'L'+Vater Department's Standaxd Pradu.cts L,ist and appro�ai ofthe
sp�ci�xc praduets v�rill be hased on the requirements o�Cthe Technical Speci�i�a�.on
v�hether or not the sp�ci�'ic pr�duct m�ets the Fort �orth Virater Depar�ment's
Standard 5pecificati�ns or is on the Fart �urth'9Vater Department's Stiamdard
Produc�s List.
Table of �anten�
(Cl.ick an ifems to ga directly ta the page]
Iteins Page
A. V�ate� & Sewer
1. Manlanle.� & Bas�slCampanents ..,......-• ................................................ 1
2. Manhole� 8� SaseslFib�rglass ............................................................... 2
3. lvianholes & BaseslFrarnes & CoverslRactar�ular ... ............................ 3
4. Manholes & BaseslFrames 8� C��ersfRound ..................................,..,. 4
5. Manholes & Sas�slFrames & Ca�erslV�ater Tight & Pressur� Tighi .. 5
5. Manholes & BaseslPrecast Concrete .................................................... b
7. Manha�es (� Hase�IRehab SystemslCe7r�entitious ................................ 7
8. Manhvles & HaseslRehab System�Il�Tan�ementitiaus ......................... 8
4. Manhale Insez-t (Field �perations LTse �nly) ,..........,............................ 9
li}. Pipe Casing 5pacer ............................................................................... 10
11. Pipesll]uctile Tron .................................................................................11
12. C�tility Line M�l�er ...............................................................................12
B. 5ewer
13. Gaatir�gslEpaxy ..................................................................................... 13
1�4. Coatingsl�alyurethane .... ...................................................................... I4
1S. Comk�ina�ion Ai�rValve� ....................................................................... 15
l.b. PipeslConcrete ..,.....,............ .................................................................. 16
17. Fipe En�arg�ment Syst�m {Methnd} .................................._..
................ 17
18. Pipesll�iberglass Reinfor�cd Fi�e ........_......_......... ......................,......... 18
1�. PipesIHDPE .......................................................................................... I9
��, Pi�esCPVC (Pressuz� 5��er] ................................................................. �4
21, PipeslPVC* ............................................�,.,..,..,...................,....,....,....,.. ��.
22. �ipeslR�hab1CIPP ................................................................................. 22
23. �ipeslRehabJFald &�FaxxrL ........................................,..........,..............., 23
�.�4. Pipesll7�en Pro�ile Large I3ianaeter ...................................................... 24
C. �Water
2S. A.ppuxtenances ....................................................................................... �5
2�. Balts, Nuts, a�zd Gask�ets ...,,,. .................................,.............................. 26
27. �ombinatianAirR�leaseValve . .................................,�....,,.,,.,,.,.,...,...27
2$, Ary Batrel �'ir� Hydrants .., ................................................................... 2$
�9, Meters . . . . . ....... ...,.,,,,,.,.,,..,.,,,.,,,,,.,,,,,.,,.,..,,.,,.,,..�..........,,..,.,..,,,,...,,. 29
3�. PipesIP�TC (�ressure'Wate�} ...............................................,..,......,,....,, 3fl
31. Pip�slVa�ves & Fittiugsl�uctil� Yraa F�ttiz�gs .. .,.. .,,.....,,,.,.,,,.,........, 31
32. Pi�eslValves & Fittingsll�es�lietxt Seated G�t� Va1ve ,... ...................... 32
33. PipeslVal�es L� FittingslRubber Seated Buttarfly Valve ...............,..,.,, 33
34. Palyethylene Encasetxzent .............................................................. .. ... 34
3S. Sarnpling S�atians ................................................................................. 35
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�urfa�e S�ill and Inad�vertent Drilling
Fluid Return Conti�ngen�� Plan
THYS 1���� L�FT INTENTION�iLL� �LA.I'�K
CITY OF FORT WORTH CLEAR FOAK F�RCE MAiN
ST?�NDARD C4iV5TRZICTIOi�i Spk�C1FICATIONDOCUMENTS GityPmject3�Io. 1fl0998
Ite�isad 7u1y 1, 20k 1
C['I'Y �F F�RT WQRTH CLF,�IR PDRK F�RCL� MAIN
STAAiDARD COhTSTRUCTION $PECIFI�A'1"�aN pQCi]'MENTS City Praject hio. 1p099d
Reuised July �, 2011
Surface 5pill and Inadv�rt�nt Drilling Fluid Return
Cc�n�ingency plan
pre,�arec� for
C��y af Fvrt Worth
far th�
Clear Fvrk List Statian and Fnrce Mair� Praject
Prepared .�y
��,� l �1��
tr�ncl�les_s e.ngir�e��rs
� ..
March S, 2fl21
City a# Fort Worth
Cfear Fork Lift Station and Fvrce {I�a�n fl3�2a�1
Intraductian
This 5urface 5pill and Inadvertent Qrilling F1uid Return {lR} Gontinge�cy Plan �PCan} was pre�ared
by BennettTrenchless Engineers for th� City of Fort Vllarth's �City] Clear Fork l.ift 5tatian and Farce
Main Pra3�ct �Project]. The Plan is applicable ta horizantal direetional drilling (HOD} �onstruction
methods and addresses the potential sources of risks of surface spills �nd 1Rs during trenchless
�anstruction. The Contractor shall adapt and be r�spansible for irnplementin� the Plan. The
C�ntracCor rrray propose its own plan or �hanges to this Flan. The Contra�to�'s paan ar any
propc�sed changes Co this Plan s�all be subrnitted in writingfarthe r�view and approUal of the City
and the �ngineer.
5 co .��e
This Plan identifies potential sour��s or causes ❑f surfa�e spills and fluid lasses during trenchle�s
canstruction, comm�nly referred ta as "inadvert�nt fluid r�turns" or "Ifts", "hydrofracture", ar
"frac-auts", T�e design approa�h and gaod pra�tices specified ta redu�e ❑r �liminate the risks af
spills and IRs are discussed, includin� mar�itaring mea5ures for �arly d�Cec�ion of surface spills
and IRs.. Contingency mea5ures are detailed for containment and cleanup, shauld a spill ar IR
accur. Finally, this plan esta�lishes th� rafes and responsibili�ies af the parti�s for monitoring,
pre�ention, cantainm�nt, cleanup, notification, and documentatinn.
Dbiectives
The specific �hjectives af this plan are:
■ Minirr�iae the potential fnr IRs and spills assaciated with trenchless activities.
• Provide far the timely detection of lRs and surface spills that cauld impaci sensitive
cultural, enWiranmentair or hialagical resaurGes, surface facilities arfeatures,
■ Ensure an arganized, timely, and effectiue, minimurn-impact clean-�p respon5e in the
e�ent an IR or spill occurs, in sp�te ❑f gaod driliing pra�ti�es ar�d implementati�n af this
plan.
• Ensure that all appropriate natifications are timely rnade to �h� p�rmitting and
r�gulatory agencies, and that inciden#s are documented.
Deficriptinrl af Pvtentl�l Tr'ertchless Constru�tion Methods
Horizontal directional drilling {Hi]Dj is the ❑nly potential trenchless construction methad ta be
�sed on the Clear Fork Fnrce Main Projcct which uses drilling fluids and therefare has a r�sk af
surface spilf or irtadvertent return. This method is discussed in mare de�ail in the fellvwing
SeCti ol�.
Horizontal []irectianal Drillin H�❑
f�D� is a surface-launci�ed process far in�talling pipelines beneath natural or rnan-made abstacles.
5ince the 6ore begins and enris at the graund surf�c�, shafts are not needed, Excavatian� �t the
surfaee is limited to $rnall recirculatian pits that are dug aC each end ta ctinta�n dri�lingfluid5. The
conventi�nal HQ� process �ansists of drilling a pilot b�rre frorn the entry to the exit lacatian and
Ciry o� Fart Worth
Clear Fark Lift Statian and Forcc Main 03j2�21
1
enlarging the pilat hole through one or more �u�ce�sive reaming passes to a final sixe that is large
enaugh �o ac�ept the product pipe[sj.
�rilling flsaids are used in direefiional drilling to co�l the cutting toflls, stabili�e t�e bare, and
transport the soii c�[ttings fr4rn the bore ta a slurry �eparation p�anC, The slurry separat�ar� plant
separa�es ihe solids from the fiuids after which the drilling fl�id is ra�ycled and pumped ta the bit
ance again. The drilling ffuids typically consist af water a�d bentanite {a naturally accurring cfayj
artd may �ontain polymers ar other additives to aid ih the rEquir�d fun�tion5 of the fluid. HDD
typically r�quires a large volume of drilling fluid that is pumped under pressure, as required 6ased
an horehole length, alignment, graund canditions� and construction methads. 7herefare, iRs are
a p�tential risk associated with HDD construction.
The sl�rryseparatian plant used with directiona! drillin� to separatethe salids from the slurry, as
well as the drili rig and pumps, shauld he praperly sized, maintained, and monitored to av�id
surface spills. �urface spills evuld lead to fluids �aming into canta�t ruith biologi�aE, cultural, ar
er�►►4ronmental resourcesthat must be protected. An Wdi] rig and separaiion plant with silrfence
and straw wattles far conta�nment of surfa�e spills is shawn in Figure 1.
�
��
Potential 5aurces ar Causes af 5u�face Spills and IRs
The patential saurces af spills and IRs on tren�hless �anstruction pr�jects are:
• 5lurry losses fram the bore to the surface
• 5urface sp�lls fr�m the slurry separation plant, re�irc�latian pits, drilling fluid mixing
tanks, dt-il! ri�, pumps, and auxfliary equiprnent.
Tl�e patential causes of spills and IRsar�:
+ 5lurry losses fram the bore ta the s�rface may accur if pumping pressures exceed the
critical pressure required to Gause IRs. [n HDD projects, thi5 can a.�cur when the rafie of
pragress far the pilot bore or reaming exceeds th�e rate at which drilling fluid can
efficiently remove cuttings from th� hore or when the slurry �ecames vis�ous and thick
City ❑f F❑rt wQrth
Clear Fark Lift Statian and Foree Main �3j20�1
�
� �. - - _ �t�_ --__.. �..s�_=.��
Frgure �, Drrfl rig pfa�ed an tr�»lier rtac�ts c�nd p�asti� gr��naf cov�ring w�th silt fences in the bpckground (left}.
5eparatian plant surrolinded 6y� strow wattles �ri�htj.
du� t� the drillin� fluid nnt �eing �lea�ted o� maintained ap�rapriately. Fluid losses ta
t�e surface may als� oecur if the bore intersects exist�r�g va�ds, d�sicGation cracks, tree
roots, or piles, or if trenchless �perati�ns create vai�s through aver-excavation, aver-
excavation can occur in �lean sands, grau€Is, and sails with cobbles and boulders if the
slurryflow is not car�fully eantroll�d.
■ 5urface spills of slurry may oGcur if the separation pI�nt scre�n5 become clagged or
blinded by polyrners, ather additives, or debris; if the Contra�tor fails ta use go�d
hou5�keeping practi�es; if hos�es or pumps at the surface fail; ar if trucics Qr tanks are
nat placed properly heneath separatian plant discharge chutes. Surface spilfs from the
separatian plant, drilling ffuid mixing �anks, and recir�ulation pits represent the rno5t
significant spil I ris€�s for F#DD projects.
■ 5urface spills may a[so oc�ur ifi the equiprnent ar pumps leak fluids such as motor nil or
fuel.
pesign Criteria and Mitigatian Measures to Reduce Risks of Spills and lf�s
7he ri�k of inadvertent returns is heaWily affected by the surrounding graund conditions. A site-
speci#ic g�otechnical in�estigation has been canducted at each location where trenchless
construction met�ads are propased ta identify the appropriate construction rnethods and �o
det�r�nin� the pipe elevatian k�ased on �ptimal ground conditions. Cer�ain ground cor�ditions,
such as extensirre grave! deposits, and fadse Qr spfk soil, have a�igher risk of inadverteni return
t�art ather soil types, s�ch as �ense cahesive sand, stiff �lay, and bedrock. The design team has
e�a I uated the r isks of � Rs usi ng the re I i abl e, i nd ustry-accepted �a.�ity Ex�aa nsi�n Model to �a fcu late
�t}�e maximum� allowable dril[ing fluid pressure, and the Bin�harn Plastic Model to calcul�t�
minimum required �rillir�g fluid pressures_ These approaches are wirf�ly ac�ept�d in the industry
and extensively do�um�nt�d in th� literature �Lan and Moflre, 2a15, Bennett and Wallina �Q�B;
Staheli, Bennett, Q'Donnell, and Hurley,1998; Delft Geotechnics,1997; an� Lugerand Hergarden,
1988}. These risk evaluatians use representatiWe geot�chnical input p�rarneter values from site
specific geatechnfcal inv�stigations �nd re2�svnabl� but canservative assumpti�r�s regarding
�onCractnr means and methads.
Afterthe risk of each crossing site was evaluated, mitigation measures were incorparated into the
design t� reduce the risk of hydrofracture. Mitigatian m�asures that have been im�lemented to
mitigate the riskof ina�lvertent return�s includ�:
� Lacating the t�renchless alignment wi�hin optimal grour�d layers, and with adeq�ate
clearar�ce, ta reduce the risk af inadvertent returns impacting sensitive feaiur�s.
■ Pro�iding�bufferzonebetweenw�rkareasandcultural�rbiolvgica[resoureestoal�aw
contingencyr measures ta be implemented before any spill irnpacts the resour�e.
• Using conduetar casings for NQD crossings where surficial soils have a�igh ri5k ❑f
inadWertent retivrr�.
■ Requiring silt fencing in the speciticatians between the 5eparatian plant, the �u6ricatian
pfant, other equipment, and any sensitiue features.
City� r�f Fart Warth
Clear Fnrk Lift 5tati�n and Forcc Main 03/70�.7.
3
Requiringthat all slurryand spoils wiil be can�ained, tran�porred, and di5posed of at ar�
ap�rave� offsite location. No stockpiling or dumping af 5poils ❑rslurry will be aflowed
ansite.
Canstructian acti�ities haVe been designed t❑ minimize potential far adverse impact5 ta sensitive
feature5. Best practiees for preuention af surface spills and IRs will be im�lemented before
trenchless eonstructian begins through qualificatian requirements in the specificatians:
• ihe Contractor shall employ skilled, ex�erienced competent workers wha are farniliar
with trenchless good practices.
� Cantraetor workers shall be exp�rienced in d�tecting not only spills and IRs, �ut equally
Irr�portantly, the early warning signs af impending IRs. Early warning signs inelude
circulatior� loss, drillingflUid pressure s�ikes, and larg�increases in drillingfluid weig}�ts
and vlscosities.
• Contraetorpersanr�elwillhefamiliarwiththecontainrnentandcleanu{�equipmentand
procedures for using the equipment to au�id conta�t Qf slurry wifih sensjti�e fcatur�s,
Priarta laun�h of tren�hless �onstru�tion, measures that will be implemented include:
� City's representative will par�icipate irr an dn-site �riefing �y the Contractor on rof�5
and respansi6ilities tQ ensure that Cor�traetor personnel understand their roles and
respansibilities #or cvnstructi�n and hauseke�ping good practices, rnanitaring,
�nntainmen#, cleanu�, and dacumentati�n ❑f ineidents. City's representa�ive wiil alsa
parkicipate in a briefing af th� C��,�ract�r personnel an lacations of s�nsiti�e resau��es
and will fla� all such features. Flagging will remain in plac� for the duration af the
constructian.
• All rnembers of the Contractor'S S���F ��ld CIY]!'s r�presentatives shall 6e respansible
�nd �lertto spifls and IRs and shall report any incident immediately upan detection.
• Temporary construction fencing wi�l he use� as neces�ary to id�ntify the agreed-ta
limits af distur�a�ce an� to exclude equipmentfram sensitive areas,
■ All equipment ❑r vehicl�s driven ar aperated within ar adjacent to the site shall be
checked and maintained da�ly to prevent leak5 af hazard�us materials.
■ Containment and cleanup equiprnent wil! be ansite or available within ane (1} �our if
off5ite. �quipment at each trenchless site shall include the {allowing:
� Heavy weight plastic gravel-filled and sealed bags
• Splash board: multiple layers of a heavy pfastic
+ 5everal 5-gailan hard plastic pails
+ 1�1ide heavy-duty push hr�arns
■ Flat blade shovels
• 5ili fence and T-posts or straw 6ales, as appr�priate
• 6undles of ahsorhent pads t� u�e with plastic sheeting for placement heneath
motori�ed e�uipmentwhile in operation.
• 5traw logs (wattles of fiber rolls}
* Pc�rta6le pumps �� min'rrr�umj
• A�prapriate len�ths af hosQ
• Vacuum trailers ar trucks �80� ta 3,o0�-gallon) will be available for response
within ane t1] �rout' af �he Incidel�t's dttectiQn
City of Fart W�rth
Clear Fark Lift St�tion and Force Main
03/2021
4
• Siltatian screens ta contain ret�rns
� 55-gal barrels with both ends removed, and a methad t� anchor the �arre�s to
the ground
❑uring constructianr mitigation measures against inadvertent returns include:
• The City ansitQ �nstru�tion inspertor wifl b� experieneed and will �lasely manitorth�
5lurry �eparation plant, lubrication plant aperations, and oth�r equipment, and will
abserve the work area perimeter, as we�f as slurry and luk�ricar�t comp�sition and
pumping pressures and flow rates.
• Th� City inspector sh�[I be uigilant in manitorin� and d�tecting spills �nd I�s.
r Frer�uent monitaring of potential saurces and locatians of spil�s to pro�ide �arlywarning
of releases.
� Frequentwalkin�aftheb4realignmenttamonitorfarlRstoena6lerapfd�ontainment
a nd clean u p res�nnse.
• �antinua�s observations at rig af drilling fifuid ret�srns at the pit and drilling fluid lev�ls
in tanks, as well as eornparisan of the �o�um� b�ing pum�ed downhole to the hole
�olurr�e. If drilling fluid circulation slnws appreciably or is lost, the driller shall take
�ppropriate rneasures, which may include retraction and re-drillir�g, inject[ng iast
circulation rnaterials, and/ordrilling slawly past the pr�blem area usingrninirnum fluids
necessary tc� proeeed.
• Manitaring far back pressur� in thc dri�l pipes when �annectians are �raken whieh can
�e a sign af a plugged annulus and result in increased driliing ffuid pressur�s. The drill
rig aperatar shaif take �pprapriate rneasures ta relieve loackpressures, including
retractian anc� re-drilling partians of the k�ore, if necessary.
• The drill rig workersshall abserveand r�portall su�h i�ciden�estQthe driil rig�peratar�.
Cnntainment, Cleanup, and pocumentation
In the event of an IR or 5urface spill, City's representativ� will �e notifi�d imm�dia�ely ta ensure
adequat� r�sp�nse acti�ns are taken and nntifications are mad�_ City and its representatives will
canduct �n evaluation of the situation, The City repre5entative will dacument the spil.1/IR incident
with pha�ographs k�efare cleanup ap�ratians begin_ If th� IR is minar, easily contained, and nat
threatening to sensitive resaurces, trenchless aperations rnay cantinue with contir,ued
obsenratian af the sifivatian and concurrent �ontainment and cleanup. if ser�siti�e resaurces are
threaten�d ar thc �aEurr�e o#the spill excee�s �5 gallons, trenchless aperatians wil� cease, and a
response plan will l�e implemented. Ernergeneya��tions will be taken to the extent determined by
�ity`s representativc ta be n�cessary to alle�iate th� threat ta the sensitive resource wit�out
im�osing additional threats to sensitiue feat�res associated witM fihe �leanup acfiivities. City's
represer�tative will natify the appro�riate permitting and regulatory agcncy[[�s] within 24 h��rs
and additianal fallaw-up response actions may �e de�elaped in caardinatian with a�ency
represer�tatives. T�e City representative will photograph the area after cornpletion af cleanup
activities to dacumen.t conditions.
City of Fart Worth
Clear Fork Lift 5tation ar�d Forc� Main �3f Z021
5
1'he res�onse af the fiefd crew to an IR wil! �e irnmediate and in accordanc� with pracedures
identified in this plan. The Contraetor shall work without interr�ptian until the emergency
situatian no longer p�ses a threat, All appropriate ernergency a�tionsthat do nat pase additiar�al
threats ta sensitive resp�rces will E�e taken,
Upland Rel�ase
For terrestrial frac-auts in the praject area, an earth ar sandbag dike or berm will be construc�ed
around it for containment. Alternati�ely, a harrel may be placed araund the spill ar 1R to enfirap
released drillingfluid, �n-site materials consisting of �ndustrial grade P1fC mesh with stee� T-posks
and natural straw �ales may also be Instalfed around rhe frac-out areas tr� contain the fluid. Any
existing herms, �arriers, ar silt fence �stablished ta protecr sensitive resourees will be
strengthened, as necessary, to cQntain drilling f[uids and preventtheir encroachment on sensitive
biolagica! and �ultura� resQurces. Off-$ite response equipment in readily accessible focatians �e.g.
p4rtable purnps and fully equipped vacuum trailers ar trucks} will be mabilized ta recover lar�er
releases af driliingfluid. The caus� of the spil I ar fluid loss will �e identified, and correckiue actions
shafl b� irrtrr���iately underta6cen by the Contractor to avoid rec�rrence. Containment rn�asures
shaulc! remain in place far a5 long as necessary ta pratect against further releases in the sarne
�rea.
Riparian ❑r Waterbody Release
[f an IR is detected in shailaw water ar wetfand, th� slurry will �e cnntained and removed by
constru�t�ng a ring dil<e around the iR using sand�ags ar ars apen-ended 6arrel and ex�ending the
dike ab�ve the water sur�faee, The slurry inside the dike wall v�rill then be removed using a�acuum
pump and tank. T�re dike may remain in place after all slurry has �een removed, until the bare is
completed, ar until there is na further risk af IRs at that locatian, per direction by City's
repr�sentati�e. ThediEce wiil be campletely r�mo�ed befora demobilizatian. The containment and
cleanupwill be claselycoordinated with all applicableagencies by Cit�s repres�ntati�e.
Ac#ions that wvuld require encraachment on wafierways, marsh, wetlands, or ather exclusion
ar�as will not be underkaker� without cancurren�e af appropriate re�gulatory representati�es
unless such action is deemed by a City representa#ia� as �ssential to prevent signifir.ant irnpact tc�
� sensitive resource, and then only in a manner that protec#s the envirQnrnent. Access ta the
inadvertent return release area uvill he via existing roads and ternporary rnrork easements
approued by the City representative. Additiar�al access needed to perforrn cleant�p a�tivities wiil
be �oordinated with and require the appraval af the regulatory ag�nci�s if it will impact sensitiue
areas. 7he cause af the spill rsr fluid lass will be iden#ified, and carr�ctive aetions shall �e
immediately undertaket� �ay Che Contractar to avoid recurre�ce,
Rales and Responsibilities
City has overall respansibility for irriplementing this Plan. City's duties relate to the entire segment
within the regulatory agen�ie5' jurisdictians. City may dele�ate day-to-day respansibility to ihe
Engineer ar other des3gnated represert��ti�e far the implementatian nf the plan. City and its
designated representative, together v+rith t�e Contractar, �hali be �'espon5ik�le for monitari�lg,
City af Fflrt 1�North
Clear Fork Lift Station and Farce Main 03j20�1
6
dete�tion, �ontainment, cleanup, and documentation of an�r spills or IRs, a�d shall be re�ponsi�le
far prarnpt natificatian of all perrnitting and regulatary agencies and stak�holders. �ity's
representatives shall also be res��nsik�le for cammunicatian and cvardinakion af Cantractar's
effarts during any containrnenfi and cleanup ap�ration. 7he City representativ� shail regularly
visit the site to ensure �ompliance by the Contraetp�, ❑uring these routine inspe�tions, the C�ty
representative shall manitor high risk locatiansta mitigatethe riskof potential spills ar IRS.
The Eontractor shall regularly mvnitor and insp�ct wark areas to detect any spills ar 1Rs. If the
Contractar a�serves spills ar ffts, the City represen�ative shauld be notified a5 soan as possible by
the Contraetor. City's representatiVe will be respansible far coordinating with respons�e, cleanup,
and regulatory personnel to ens�are proper cantainmen�, cleanup, and disposal of recovered
mate�ial and the tirnely reparting of the in�ident.
7o be effective in a respons� to ari uncontrolled release af slurry or dri�ling m�d, City's
representative will be familiarwith trenchless c�nstruction a�tiaities, incluciing:
• Implemer�tatian of good practices to avoid potentiaf spills ar inadvertent r�turns.
• praximity di trenchless activities tia sensiti�e a.reas �i.�, railraads, highways, wa�erways,
protected species habitat, seasonal wetlands, cu�tural resources, and other
envirnnrnentally sensitiue areas}
• �acatian and conditivn ❑f spill ar IR respanse equiprn�nt. Equipment shall be nnslte or
capable of being onsite within one (1J hour of �E�tectian and natificatian
Cit�� representative r�vill be knowledgeak�fe regardingthe implementativn ❑f this plan and have
th� autharity to r�irect Contracfor's wark and cammit resources (personnel and equipmentJ
necessary to implement th�s plan. Ci�y's represen�atiwe will ensur� that a copy df �his plan is
aWailable ansite ta c�nstruction crews and sF�all ensure that all workers have been IClformed by
the Contractdr a�out th� envir�nrnentally sensitive areas and key elements of this plan bef�re
constructian �egins,
iVotification of Ap�roqri�te A�encie5
If a surface �pill ar 1R threatens sensitiv� s�te feature�, �nvironm�ntal, 4�io}ogical, ❑r cultural
resour�es identified on-site, the agencies listed in Attachment A wil] be imrnediately notifiied by
the C�n�tr�e�tor and the City r�present�tiUe.
Surrtmary
7his Haiard�us SurFace 5pill and IR Cantingency �lan establi�hes the �lanning and ap�ra#ion�l
pro�ed�res as well as rales and respansibilitie�forthe prevention, containment, and cleanup of
spill� and IRs assaciated with tr�r�chl�ss operafion� during the City of Fr�rt INarth Clear Fork L9f�
Station and F�rce Main Proje�t. Cantractars and 5ui��antractors must acihere ta this plan during
all trench less operations.
City of Fart Warth
Clear Fark Lift Station ar�d Farce Main �3j202i
7
References
Bennett, R.D., Wallin, K_ �2D08j, "5tep k�y 5tep E�aluatian of Hydrofracture ftisks for HRD PrajeCtS",
Prn�eedir��s nf 2�08 Na-oig Conference, Dallas' 7exas
Delft Geotechnics, [1597}, i'A R�port �y gepartment af Faundatians and lJnderground
Engineering Pr�pared fpr 4'bann�ll Assa�iates af 5u�arland,'ix."
�an, H., Moare, I_D. [201G�. "Pr�ct�ca[ Criteria #or Barehale Instability in Saturated Clay dUring
H�rizantal Dire�tional �rillin��', Proceedings of 2Q15 No-I�ig Conference, �allas, Texas,
Staheli, K., Bennett, R.�., a'aonnell, H., F�url�y, T., �1998}. "Installatian of Pipelines Ben�ath
Leuees llsing Horiaontal Directional Drilling", U.S, Army CorpS of En�lneer5 TechniG�� Rep�Tt,
CPAR-GL=9S-1, April �998.
Luger, HJ,, and Nergarden H.1,,4.M,, �1988}, "Directionaf Dr�lling in Sof� Soil; In�lu�r��e of Mud
Pressures", Internatianal 5aeiety of Trenchle�s Technalogy, No�ig Canferente.
City of Fort 1h1❑rth
Clear Fork Lift 5tation and Farce Main
[73�2�21
S
Attachmeni A�
Surface 5�ill and IR Natificatlan List
ln th� e�ent of a hazard�us surfa�e spill ar IR incident, the folfow�ng persans/agcnci�s shauld he
natified irnmediatefy;
�ity Project Manager
Name: Liam Canlon
Phone: 817-39�-3f824
e-mail; liam,�onlan�fortworthkex�s.gov
�ity Site Representati�e
Name: ❑avid lahn§on
Phone: 817--�.��-�Za9 �
e-mail: �avid.johnson2C fartwortf�t�xas.gov
Engineer's fiepres�ntative
Name: Jash I{ercha
ph�ne: 817-3�5-G511
e-mail: jash.kercho�kimley-horn.corn
Tarrant R�gianal Warer District
Name; ❑ean Kuhn
Phon�: 817-335-�491
e-mail: dean.kuhnC�trwd.cam
Unian Pacific Railroad
f�ame; Railpro5 �ield Ser►�ices
P�rane: RP.Utflfty@railprasfs.cam
e-mail; 682-�2�-52��
Fart Worth & 1Jilestern �ailroad
Name: William �Bill} Parker
Phon�: $17-201-�45f1
e-mai{: wrp[�fv,rwr.net
Tx QdT
NT-fA
hi�me; Gavin4 Talamant��
Phone: 817-24D-9134
e�mail: gavina.talamantea[7txdot.go�
iVame: Pamela 5hannan
Phane: 214-�24-Z1fi4
e-mail: Pshannan�ntta.org
City of Fort Wnrth
C{ear Fork Lift 5tation and Farce Main
[]3 f Z021
9
Tarrant Re�ional �Vater D�strict
R�.g�.t o� Lxxx�.xted �x�tz-y �exxx�i.t Example
THIS pAGE LEFT INT�NTI�NAI.�Y B��N�.
L'11`Y OF F�RT WOR1'H CLL�AA hC7f�LK ��HC_� MAIN
ST;4NDARD CON577tUCTIflN SPECIRI�'ATFUN DOCUME[+iTS Clty Project Ha. 10694G
R�uised duly 1, 2411
CY`I'Y C]F FaFLT V��RTH CLSAR FaRIC FORC& MA1N
STANDAR.Li COAI9TRUCTlt]id SPTxCIFfCAT14N DOCiIMEid7'S City PinjectNo. 16�49�i
Reni�ed ]uty l. 201 l
RIGHT DF L�fMITED ENTRY PERNIIT
T�rr�nt Reg3unas i'V�ter Diatrict (tb��a "Dl�trkt"j, t�ereb�r graats permissian ta thc und�rsigned and its
�mplopees, cantract subcon#ractare, apd assign� {cQl��ctively, "Pcrnuttee'� nan-�xclusive access to the districE
Prap�rty designa#e o�Chihit "�►" {the "Uist�ict P�operty"}, durittg the p�riod o� Septem�er 8, ��� 1, ti�rough �ept�mher
3a, 2D� ] d��ring reas� t�mes uf day, as deterrnir�cd by th� �istrict, �f�r tlse sale purpo�e set farth h��eit�. Thc District
r�s�rves t�e right to t • rhiw Rig�t ut Limit4�ci Entry Pe�rnit (#h� "Perttti#") for atxy r��svt� }�y verb�l or �vritten ndtice
to Pennittee, prior ta en � he i7isr�•ict �rQperty, �'arEnitte.e s�all pi�vide #he I?istrict witl� a det�iled sch,edule outlining
the dates, times, ��c�tions ��e� nf wnrk t� be perf'�rtned and the naines of eaclt Pcrcni#t�:e perFnrmiiig such work.
This P�mii- is gr�nte r1�e s❑{e purpose nfcnnci�icteng rf�� fnllnwing wurk on I'7iRtri�t Prnperiy: Access to_the
�' i! fnr A[o c��nges to th�
#opogr�a�hic conditian o�the Distri �pe3�ty is a�tnwed. Permiitte sh�il r�move a]l l�tter or d�bxis u4soci�iet� with ar
resttlting from its acti�itics on I7is perty. F'rivr to �xpir�tion of tltis Permit, Permit�ee �h�i! i�eator$ District
Prop�rty to tlte conditinn existing in �• e!y �riar co �'crmitte�'� �cti�ities t�n�er tl��� Pc�it. P�rirtittec �hall be Isablc
for the reasonahle cost of repairing an c��n ge ta Disirict Properry that l�ertnittee Fails �o repair pr�or ta �xpiratinn vi tit�s
Perniit. Pczmitte� s1�a1� cazrply with al " rablc laws* ruies, regui�tians, permitsr and ardinances in cnnducting its
�ativitic� h��x.undcr. i3nth }�artics E�gr�e t ' A�rmi1 in no way co�n�►i�a �ither pnrty to Any furthcr nhtigatiar�s than
those cont�ined he�r�in. �'ermitte� uriil �c�orc�� '#�s wvrk �vi�h fl�� Di�strici aitd will, �ai�cier na cirr:umskances imped�,
interYere with, ar delay any wark b�in� pexfc ied y t11e I?i�trict rir ttt� e�ip�vye�s ar �anrr�ctt�rs.
permitt�e ASSUMBS ALL RISI{S wi r• et tsr P�nni#tee'� enirS+ upnn the District Prope�ty. Peri�,�itte� shall
�arty insc�rance in such f8rm �nd am�unts as i� , r� h n� rh� �ttacit�ei �:xhii�it "8'', ai�ach��# heretv �nd ir�cornnratec�
rer�in fvr ��1 �urposes, �.nd shal{ pr�vide �vid�ncc nna tv the Distiri�t privr to e���tering nn the 17istrict f rnperty. F�R
AND IN CON�iDERATi[�N 4� I)I�TRICT C�RANTTN PERNiITTE� ACC��S `�O THE C7l�'iR1CT riRQPERTY;
PERMiTTE� DDES H�REBY, 'I`O 'I'[iE k:XT�.�'i" A_ f 1] �3Y ��PI�ICA�iI��: L.A�V, I���.CAS�, R�LINI,�UISH,
ANI] DI�CHARGE ANI1 A�REE TU IN�F;1��lwi��Il HO[.�l HAitMt.F5S THE [l[STRECT, �I�i� Tl-�R
DISTRICT'S �FFICBRS, DIIt�CT[}ItS, S�nVANT , :CNTS ANf] l:hlPi_OYFES FR�M ANY ANII A�.I.
CLAIMS, DEMAI�iDS} �IABILITIES, SUITS, �A[JSES�CTIDN, OBLiGAiIaNS, L]AI�AGES, Il�ITC]RIF:S,
L{?SSES, PENAL.T�FS, C:{�S'i'S, CH�►��GES, A�1D �, ��C,S (1NCl,UDiNC'r� WITHpU'T I.�11+�1TATI�N,
ATTQRNgYS' FF�S, C{)URT (.'USTS, C,'�1�iS[J�.T�rN'i E]CPERT FEE�, At�ID C)T1�1�R I.ITIGA'i'l�N
RELATED EXPENSES} S]� 'pVHATSOEVER KINi] [)R �H�1 �:R ❑iRECT'LY UR 1NDIR'�CTLY RCSULT�IG
FI�DM, ARISTMG [�U�' O�' 0� RV CANNECTION �ITH* UR . AT�NC; T[] [ l) Ai�Y CONIiiTi�N UF TH�
DISTRICT PROPER'TY; (�} ANY L1SE OR �CCLTPATi01�1 F E DISTRICT I�RO�ERTY; (3} ACTS� UR
QNlI55IaN5 QF P�RMITT�� (�� �,IY� PE[t�C]N ACTINC� C}N B' ' nF ['�R1viiTTrF:; �4) ANY T]AMAGE TU
P�RIVIITTEE'S PR�PERT� WHICH iV1AY ARiS� IN CONN��Ti� WI H TH� D15T`R[+CT'S �PERATI�N AND
MAINT�NANCE UF DI�'I7�ICT PRQf'E1�TY; AND f5) ANY A �"T, [N3URY, ❑�ATH �R DAMAG�
WHATSDE�ER �AU�ED TO ANY PERSUN, F�RNi. �'D�T'iJR.a . t]R F�tOi'EIt"I'Y �h'hiiLE !]N THE
DISTI�ICI' PR�AERTY. THIS RELEA�E AND INU�:MNIFIC�TI�N EXT �'a AND 1NCLI}DES ANY Aiwl ALL
CLA�VIS F�R aDDILY INJllRY, llEATH. SICI�NESS. �TS�ASF. PR �AMAGE aR DESTRU�TTON,
CONSEQUENTIAL D�MAG�, �7R ECUMC���C' L.Q55 C11U�ED `�'a CJI� ��:i�Hn HY A�JY� ���tS�N ak
PRC7�E�TY, INCI,LID7NG, $�IT hTOT LIMiTED T� THP PERMITTC�, NY QFFICER�, DIRE�T�RS,
AGCNTS, SERVAi►1TS, EIVIPLaYEES, �OI�iTRAC'TDRS, SC1�3CC�1�'CRAC , R �1NY UTH�It pEi��[)�#
AGTING C}N BEHALF OF THE PERMITTEE, OR Ah[Y �THER PEI�SQN UR Y. IM ��5� �� ANY ALTIC]iV
QR PR�CEEI3IN� B.R�[1�HT AGAINST THE DISTRICT �Y REASON OF ANY H C'L,A fM, FERI�ITTEE.
llPQ�1 'NOTICE �`RDM TIIE DTSTRICT, A�REES TD DEFEN�] `i'l�L� ACT��N C]R RU FET3fl�l�� �Y CQ)UAf S1�L
AC��PTABLE Tt� THE DT�TT�ICT AT PERMITTEE'S SQLE �QST, THE P�tUV S D� THIS RELEA�E
AND INUEM�i�FYCdTi��1 ��A�.,L )tCMAIl� AND BE IN FIILL F�RC� AN .CT EVE1V fF ,4NY
CL�IM, DEMANU, LDSS, LIABILXTY, QAINAGE, QR EYPF�ISE, OR CLAI �EREFOR, �Y A�IY
PER541W UR ENT�TY, DIRE�TL� DR INIiIR�CTI.Y ItE�SULTS k'RQM, ARISES Ll�F, []R RELATES
Tfl, QR IS ASSERTED Td HAV� RESULTEO �RU14I, �#RISEN �LIT QF, �R BE REL '�'D,1N WH�LE
OR Il� PAItT, �NE O� MO1tE NEGL[GENT ACTS UR DMiS'�YQNS OF THL DISTRICT, OR A1VY 1JF TAE
DiSTRICT'S OFFICER�, aIR�+ CTURS, AGENTS, SERVAIYTS, EiViP�.�YTFS, OR ANY Q'I'HER PERSf)t�
OH CI�iTITY ACTING UN BEHALF OF TY-iE �IS�'RiCT, THL PAI�T[ES I1�T.�Np�1�G H�itFSY '[�Q S►A.'�'�SFY
THE EXPRESS NEGLIGENCE DD�TRII►iE. T�iis release and indemni�cation shail sur�+ive terinitiatian nr expiration
of this Perr�ait.
Th'rs Permit �hall be governed by and interpreted u�d�r Texas Law and may be e�ecuted in multiple cpunterparts.
PetmitCee ce�rtifies t�iat it has the rcquis.ite capacity and �uthority to enter into this Pernnit. Permittee agrees, acla�vwledges
a�d a�rms that n�t rn fhis P�mazi shall he canstrued tq waive or litnit the distrrzct's so�ereign or �overnmental
imrnunity, �
Dated this d� , �02�.
PERM l T'F L�:
�y: ��.
1�Tame:
Title:
�
TARRANT REGIUNAL WATER D�ST
By: �
Title:
�
�
P:4�TRVJ[71�ormslROE and Releass and Indemnif�t�4n (40.5) 4r[mr N Meln fa�Sag]new.door. �
�
�
�
�
�
�
�
�
�
�
�
�
1. 6Ener�l Liab'
• Pe r Dc
+ General gi
�
2. Au�o Liability limit $
3. Worker'S Cat'1'1p��15"c
�xH i a�r „g+r
Insurance ft�quirements
- $�,00❑,4Q0
�te - $3,�OD,OQO
must lae approved k�y the
�#,
must me�� 5tatutary Limits ❑�- be $1,D��,040. �l.awer limits
s Risk Managa�.}
�
Insurance Certificates must b re� ived 4ay the District's Risk Manag�ment Departm�nt
three weeks prior ta star�c afthe�ct and must c�ntain the follawing:
• TRWD named as Addit€ona r�s d for the GL and Auta Aoiicies.
• Ad�itianal insured c�veragE shall b�rimary and non-c�ritri�utoryto any other
coverage a�aiiable t� the bistrict.
+ TRWD �aro�ided a Vtilai�er af Suk�r�n in Favor of TRUSfD appfying ta th� GL, Auto,
and Worker's Com�ensatian Policies.
+ At least thirty ���} days written n�tice�D' triet prior to any eancellation In
ca�erage c�ntemplated herein,
+ No su�� policy shall have+ in aggregate, a ded�ib�e and se[f-ir�sured r�tentian in
exce�s caf a r�asor�able amount �a �e �ppro�d►6' pistrict.
� Certificates of insurance shall be subrt�itted o�dard ACCQRI7 form and rnust
cantain in the "�escriptians [�f �perationsf Lacai�
de5cription of the 1Nork, as specif�ed bythe Distri�
• TR�11Dnamed as Certificate Halder at �he fallavuing
Attn, Risk Managemen�
Tarrant R��ianal Wat�r District
8�4 E. Narthside Drive
field a Project Name ar
�
�
Fart Warth, Texas 7614�.
Such certificat�s ar other evidence of insuran�e shalf �e subm� e�fironicaily ta
ir�suran�e@trwd.cam.
�
�
� far all v�hicies acc�ssing District Praperty.
TARRANT REGI�NAL �AiATER I�ISTRICT
F.O. Bax 45a8
Fnrt'�lll'arth, T� 76164
2 Au�us�20��
CRITERIA FOR C�NSTRllCTI�N �VITHII� AN1] A�,ONG THE LII�IITS OF
EXISTING ��DERAL FL�OI] PRnTECTIOIV PROJ�CTS
1. Pamphl�t Fu�pase. This par,�phlet pravides gu.idance ta individuals, developers,
2u-�hlteCt-eY1g1t7���lC][37g fflxlCYllSr and lncal governmental agencies for the canstx'uctiat� af
new facili�ies or the madificatian of existi.ng facilities r�vithin the limits of Tarran�
Regional Watez District's �TR�IVD] tlood p�-o�ectzQn projec� The guidance contained in
�Ytis parnphIet applies ta t.�e activities described herein in rnost cases and s��es as a
supplement t� th� U, S. Arnay Corps of Engineers, Fort Worth DisCrict [CES�►VF] Pamphle�
SVI�FF 1�.5�-2�1, This pamphlet is in rto way a substitution or replacem�nt afthe SWFF
115D-2-1 and shauld o�y be used far guidance ❑n the floadway in additian ta the
abavementinned p�mphlet, Hawe�er, TRWd re�erve� the right to recansider this
guidanee at any time due t❑ unknawn ar unforeseen circumstances, te�hnalagical
advances, additior�al infarmatinn, etc.
2. Appl.i�cahility. This pamphlet �pp�ies to ari� Tf��+VD Iand ❑wned ar cantrolled by fee
awnership az' easement an the Fort jlSTorth Floadway,
3. Px�je�t Purpose. A federal �.aod cantral praject is designed to safely carry flaadwater
within �e project az�d rhrough a develflped are,a. As such, ar�y propased develapments
within the praje� must keep tne safe passage of floodwa�er as �he first priority. The
roXes aF the CESVIIF and TRVITD are ta maintain the integrity af the praject while
pre�renhng negati�e impacts to tihe passage of the pr4ject �esign fl�od.
4. G��e�r�l Criteri� for Constructinn within and along khe �art War�t� Floodway.
A. Submiitals
[ 1) Five paper �apies and ane electrvnic set of 1�9�a p�an�, in�luding �n �eri�I map,
ar� to be sul�mitCed Ca TR'WD. A can�ept plan is not suf�ciezat For initial review.
The aerial map shall shaw the right-a� wa� boundaries of TR�l7D with specific
l�vee toe and chann.el slape Iimits in the p�rtion af the proj�ct heing crnssed, if
a�plicable.
�2) Within tha initial suhmi�tal �he canstructi�n startin� date, cornpletion date, and
detailed project construction sc�edule, includin� seque�ce nf constructi�n
priar tv initia�ion ofwork shaIl ioe included.
��j TRWA will rnake ��r�xy attempt ta return initial conr��ents wi�hin 45 days nf
submittal.
�4} Pre-ean�ttuction pictures af the pro�ased work area must be submitted to
TRiND pria�r �a p��ject start date.
Page 1 af 7
B. Secur-fty
( I j Site must rernain secure with all gates �lased and locked at all tirnes.
(2� Cable fencing t�at is removed for cans�ructia� purposes must b� secured at �he
end of each work �a� with suitable F�n�e to prevent m�t�rized txaf#"ic fr�m
entering �e f1n�d�vay. Specificatians fnr replacemer�t af security fence will be
pravir�ed upon request.
[3� Only v�hicles and equipment required for canstructian are alIowed in t�e
constt-uc�an area in a�cordance to �nd as staied in Texas V1Tater Cade Chapter
�9.� 17.
�a) All vehicles within cansiru�tion area should be authorized hy TR��.
�bj Canstructian employe� vehicIes shall nai i�e �llotinred on the flaadway at any
time during c�nstruc�iox�,
(e) ErnpZoye� p�xking shall he provi.ded off site.
��� All main�enance roads shall remain unblacked ta allaw passaga in the ec��nt of
an ex�aexg�ncy.
�. Construet�on invnfving the Trin�ty 7'rail5j�sterrt
[ 1 J Na closure of the Trinity Tr�il System is �.11awed.
�2] �erouting the Trinity Trail
(aj IF interEerence to the �rail is required fo� cnnstructian� the trail must be re-
rnuted using poured in place cancrete ar asphalt uniform]y compa�ed with
a steel w�eel roller. Reraute must be 12' in width
��� A trail detnur plan, including sfgnage and tnrarn�rag ligh�s must he sukamitted
�with paek��,
(c] Signs and warning li�hts notifying trail users af an upcorning pr�ject�det�ur
rnust he p��ced at lx�as� 1 week, hut nn earlier than 3 weeks befor�
canstructian �e�ins.
(d] Pasted signs must be flf prafessionai qu�lity and n�t hand made.
(3} Repairing�Replacing the Concret� Trail af�er consrruc�ian
�aj Replace using a minimum 6" thick 3Da� psi concrete with �.' perianeter
bearns reinforced with #� rebar tied 1D0°/o ❑n 1' �enters hath ways.
(bj Rebar shall be ins�alled �on plastic chair�.
��) Surface o�trail shall have a unifnrrn heavy -braorn finish.
(dj Trail m�ast be 11" minimum wic�th and no smaller than the exi�ting trail.
(4J Repairing�Replacing th� Asphalt Trai.l af�er constructioz�
�aj Asphalt trail shall b� replac�d with concrete per Se��ion C. [5] af this
pamphl�t.
�5) IV�w'I`xail ConstruC�xon
�aj C1se a minimurn b" thick 3�a0 psi cancrete with 1' perimeter bearns
reinfnrced with #� rehar tied 1�U�i6 on 1' centers hfl�h ways.
(bj Rebar shall he installed on plastic chairs.
(c) Sur�ace of'trail shall ha�e a uniforrn s�rface �eavy-broom finish
[d] Trail must me 11' r►2inimum width
(ej Cannectians ta the Trinity Trail shall have an acceleration �nd �€e-
acceleratian lane. An abrupt T int� the tra�l is not allowed, Sightlines znust
be considered.
�aga 2 0£ 7
D. Equrprr�ertt Cr'ossr�g �ver the Levee
(1) �quiprr�ent crossing ov�r the �ev�e will on�y he allawed at existing aec�ss
ramps.
�a]lnstallation ��'road base ma� kae required prior to approval at TRWD's
discretian.
(2) Damage to the le�ee ar ramp due ta c�Mstructi�an access nrxust be repairee�
immediafiely�
(3] If equipment crossing the levee exce�ds H52Q highway loads, C�IL5�CL1Cx10I1
ma� must be installed o�rer the levee from dry side af �ae ta wet side af tae.
Ma� tnust �ae a minimum nf 8-inches tk�ickwith 6-inches of road bas e placed on
top af the cornst�ruction mats.
E_ Est�a�lishing �rcrss Pas� �ortstrr�c�iar�
(Ij All grass shall b� re-established to at least S59�o af cover ar EPA requirerr►ents
whiche�rer is grea�r. .
�2) A seed injected compQst blanket minimum 1"" depth sha.� be us�d an any
sloges greater than �i:1. Bermu�a �rass Sod may be used as an alternative to
t�� seed injecred compost blanket, Curlex Mats �x �(et Niateria�s will no� �ae
a1low�d along the Flaodwa�y.
(3] Any areas disturbed an the l�t��� must be re�vegetated im�mediately using
Eermuda Grass Sad. The new sad shall be installed at existing grade and
watered per the landscape �uppliers' recommendatian.
�4J A wa�r pian must be suhmit�ed to TR�'UD for review.
(5) Seed Compositians
{aj From Septernb�r � thrvu�h March 15 �liheat Sturdy z�, Dats Nara, Vet�h
Kairy �Innculated], Cla�rer Dixie Crims�n (Ino�ula�ed], and �arr�rnon
Un�ulled Burmudagrass shall he used.
{b� Frar� March �.� �hrough Augu�t 31 Japanes� Millet, ProSo Millet, Erowntop
Millet, Fvxtail, �om,�noz� Unhulled Sermuda, and Bermudagrass Blackjack
shall be used.
�6j The "natural areas" on the floodway shail be re-established using a s�ecific
wildflawer seed mixture, approved bythe DYs�ic�.
F. Any v��rtt,� in,stadled wfthin �he �Iaodu��ry sha1� be f�'r�sh with the ,graund with r�o
gre��er th�n a�6:� e�rihe� s2ope �w�y from th� vaut�
G. Erasion protectior� on the Floodway
� 1) Interlo�king Cabled Ar�aculating Revetm�nt Systems are to b� used fQr erasi�n
contrnl.
[�) If indi�vidual �lacks are praposed, �ach block m�as� Y�e interlocked and cabled
with rhe adjaining biack forming one contig�ous unit alo�ag �he slopes and or
channel bottom.
�3j If separa�e cable mats are pxaposed, the individual ca}ale mat must be designed
with cable connectians around th� perimeter of Che mat in order to tie and
Page 3 of 7
azxchor the individual mat with the adjaining mat farming one cQntigu.r�us unit
along the slopes and ❑r channel hottam.
(4} The articu�ating re�etmer�t system rnust w-ithstand velocities af 1�Zf�Jsec or
5�ar�dard 1'raject Flood, wl�iche�er is �reater.
(5] Riprap, ga�i�ns or concr�� paving are nat allowed and may not be su�stituted
far the re�r�tm�nt systems.
[6} Revatme�t systems rnust be a nat�zral earth ton� color. I'rior ta ardering t�ie
revetrnEnt syst�m, TR�lUD mast approve the proposed calor sele�tian.
S. Crnssnx�g �wer Existing Le�ees at G�ade,
A. 1llatwrthstranding p�mphlet� SWF� ��50-�-T, �istr-ic� daes nat �rl�w canstructror�
method as pruvr`�ed�'or in �ar�graph 5 o�'SUI�FP 1150-�-T,
fi. Crn�sing Over the Fnrt Worth Flaodway.
A. Aerial brid�e struci�ures tra�nspar�t�rng r�trlity Irnes ove�' th� F�rt Wo�'th F'2oadwcry
wr�I not be allawed
?. �rossing IInder Lc��es ►u►r'rfh Open F�r��a#�azt.
A. Thfs rr�e�-hod is not Ql�r�wed arz the Fart� Wnr�th Flaadway.
S� Grossing [Jnder Le�ees witb Boring or ]a�king Sleeves.
A. Please refer io pamphlet S�NFP T T 50-Z-T .
�, Horf�a�n�al Dir�ctional. Dr�iling under Levees and Channels.
A. Please refer to �amphlet S�NFP T1�'�-��3.
�,0. Br��l�es C�rQs�ing Levess
A. Al� storm wate�- r�una�'fram brid�e cfecks must� be piped irzto � c�lfectian d�i�e and
�T�en irans���red to the r��er to preven C eros�ian wrthrn �he�7�aodway. Runaff must �e
t�reated ac�arding tfl the Tarrant Re�ional iNater District Water �r�alrty Gtti�artc�
Martua� found an �he websi�e, v�+ww.ixwd.com. Refer ta Seetivn 1� �elow for mar�
in�nrmation.
E. Cabled Articuic�t�rrg Revetment.5j�stems r�re to be insta2ied with�n the shadow Itne of
�he b�ic�ge where veget�tron �annat b� es�a$�tshed.
11. �uried Lines Parallel ta Le�►ees and Cha�.n.e�s,
A. Pletrse ref er ta �crm�hle� S[MFP T Z 5C1-Z-�.
12. Rgver and Channel Crnss�ng Criteria,
A.. Please re�'e� to �arr�phJet� SVI�'FP T Z SU-2-�.
Y3. Rnadwa� or Rai]arvad Cr�ssings.
A. Plea5e t�e�'er t� par7��hlet SWF�' T T,SD-Z-7.
14. 5tarmwater Pallutant Cantrol
Pe�e 4 of 7
.A. SCQPE: The following sections ap�Iy to all a�-ea� of new de�relnprnent and
redevelopxn�nt as descrihe� in the Tarr�nt l�cgznnal Water District Wafer Qurrltty
Guidance IVlanual Fvund an the wehsite, v,��vw,tr5na'd.cvrn. This rnanual �ives further
details and �riteri� conc�rnin� si�es that are v�ithin ❑r that d�scharge directly t� the�
�oxt �l�Ir�r°th Flaodway (defined as "Fl�adway" 1n Article I af the G�neral ❑rdinance ❑f
the Tarrant Regianal Wa.t�r I�a�trict].
Appli�arats are required, thrtaugh the use of on-site measures, ta control trash; debris,
cans; floatable rnaterial; sedirrz�n�; nu�=ie�ts and �ac�eria, discharged frarn the site,
S. PI�ACTrG'E5: Proposed starm�ruater treatment shall:
{ I� Tr�eatth� VVater Quality Capture Vnlume [UV�Cv] as defined in �he Wcater� Qualttyr
Guidance Mar�ual;
C. DOCUNIF.NTAT�CIN: Ref�r ta ihe Water Qz�ality Guid�r�ce �ar�uaT, Se��.an 1.6 BMP
Su�mittal E�equiremcn�s.
(1] Na constt•uctfan a�tivities shall commence until the final stormwater systcm
construction plans stamped by a'lexas Prafessianal Regis�ered Engin��r ha�e
been �pprav�d �ay TRWD and an Approval Letk�r has been received,
�. V'ARfANC�'S: Refer tv the Wa�er Quality �urdar�ce 2UlanuaI, Sectian 1.'� Alternative
Approaches,
� Q�"HER: AII dischcarg� p�pes that end a� a bvaterb�dy �wned a��i/ ar cnntrnlled �y the
.�istrict sha[I be rr�sia�2ed befnw consetv�rtior� elevatzar� o� thc recciving waterf�ody
[norrna! wa�'er sur�ace elevcr�ior�] and must he armnred wrt� e�ther paured in pf�ce
cancrete or an tnter'locking cahied ar�tculc��irtg block s�rstem sr��ra�rnd�ng th� out�fall
structur-e a1on� the slope �nd chanx�e� bottar�z.
15. Pump Discharg� Pipelines Over Levees.
A. N�tuvi�hstcanding pumphlet SW�� �1.��-�-2, Distrrct docs not a��aw constr�z��t�on
rrtetha� as�ravided for ir� �aragraph 5 of SWF� ��50-Z-1.
I6. Electrxcai and Telephane Criteria far �verhead �+ITire Crassings.
A. YrV`i�en �assrble, free standir�y �o1es shauld be used that do not reqr�rre guy wire,
B. If used, a2lg�ay �vrres sh�f� be ��rlted u�rth ayellow ar aran,ge PVC cnver.
C. Pales ar� d guy wrres shali nat b� ir�stalled wrthin �T f�e� o�any other abnveg�-our�d
Qbstr►�cilan to allaw far main�en�zn�e vehrc�� passa,ge
l�. L�w I7ams a�r Diver�ion af Flaws.
Il. PIer�se refer-to pamplaletSWFP 125�-,�-T.
Page S of 7
18. Prncess �ar Abandnning Existing Pipelines.
A. PIease refer to pamphletSWFP TTSO-Z-Z.
19. Canst�ru�tion of Recreati�n Faci7ities.
A. Flease refer ta parn�hlet SWFP .I.� 50-Z-�.
2�. Planting of Trees along the Fl.oadway.
A, Removed trees must be replaced an � I: T ealrper fnc� fiasis. Replaced tr-ees �haTl be
3"�a S"ca�iper. �'he sum totut a�'replacementtree dfametersha2� equal the removed
tree diQrneter.
B. ReplQcement t�ees mr�st �e irriga�ed�'ar Z years wiih suhs�rr�face drrp irrigatta�z.
C. Trees shczrZ be war�ranted for 2�ears.
� 1. �ommercial and Resi�.�niial Actaxiiiies
A. All pro�osed projects, includirig, but nat lxmited to, driveways, sidewalks,
landscaping, fencin�, li�hting, pawer se�r►�i�e, irrigation etc. must he appro�ed l�y
bath. the TR�IVD and the CES�IVF.
B. �le��-ical Sut�mersible Pumps shall nat be placed �within t�e river channel, suxnps,
ar tributaries along the ��rt �Vorth �laodway.
2�, 01� and Gas �xplora�fon Activit�l�s.
A. ?'erra�orary raw wdtet� supp2y pumps ar�d 2ir�es may be placed in the Floactw�y �t the
Uisiric�'s d�scretion,
(1 � Tk�e Federal Floodway will nat be used as a s�orag� yard for purrtping
equipment.
(2� Purnp Equipment shall not i�e placed alang the F�vodway any earlier than one
week priar to the drilling or fracing operation at the w�ll.
(3) All operatians in�al�ing the eircula�ion or flushing �f wat�r at the p�mp
lacatian must he discharged h�ln�enr the wat�r surface ta p�-ev�nt erasian along
th� river slqpe.
(4J �lectrical Subrxaersible Pumps shail not be �Iaced within river Channe�, sumgs
❑r �:rihu�arics alnng the ��rt Worth �'lr�adway.
B. �"em�ar�ar,� Wcrter�Lines.
(1 J Contractar is reyuired to rnnw a 1�' strip oza }�oth sides af the tempo�a.ry water
Iine an a 2-week in�erwal basis.
[2j �IVt�ere temporary water lin�s crnss maintenance roads that are nat a part af
the trail system, a suitiable crossing s�ali be e�nstrueted tha� provides a HS��
Iaading. Crassi�gs ara suhj�ct ta Frequent traffic by large txacked and rubber
tire equipment.
[3j ,AI� �v'ater tr�nsfer �ip�Iine$ mrast be free frorri leaks, including pipe jnint
couplxn�s and must be inspected an a faur haur cycle during the pumping
ap�ratian.
Page d of 7
�4� Lines 3" ar srnaller,
[aJ Lines may be har�d heneath the existing trail with a minirnu�n depth af2'
belaw exisCing grade Qr attached to an overhead strueture as de�c��bed in
5.b below.
�}�] E�c� end af the huried line shall be constructed in �ral�re boxes and
positi�ned 5' an �i���r side af the trail as cflnne�tian points.
(5) Lines greater than 3".
[aj T�ines must b� �onstructed nver�ead ailawing a 9' �iearance and spanning
the widt'h af existing trail,
(}�} averhead struc�ure must he stable, free fram leaks, adequately an�hor�d,
fre� standin� and painted a hz-ight safety colnr,
(c) 5igns notifying trail users a� overhead ceos�ing must h� p�aced at least 1
week, but no earliear than 3 weeks befnre crassing is installed.l
(d� �'osted signs must be af professivnal quality and nat handmade,
(6� Specific meat�s and rnethods regarding ter►�parary water IinEs ar�e to be
submitted for appraval.
C. Wa�er Fumps.
(1j All w�te�' pump� �mUsx be p�aced in a c�ntainmez�t structur� capahle of
eontaining one ar�c� a half times the �otal amaunt af fluid within the pump in the
eveut af a pump malfunction.
��j TA�ND's Temparary Raw llVater �ales �greement tnust be att�ch�d ta the pump.
�3] All water pumps p]a�ed beiawth� ta� af the river channel must be removed
ea�h evening ar at �he end af each wnrkday, unless supexvision is pr�vided �4
hours a da�r.
�4� A containm�nt bvom must he place� in t�e ri�er at a 50' radius from the
extractian paint
(5] Con�ainment banm sha116e 1$" fram �op vf boom to �xot�om of skirt.
A. Rerr�ov�� af Pum�a Equipr�ent
[1} All pump eq�ziptnent musi be disassernbled and r�moved frortz the prt�perty
immediately upan completian of the drilling or fracir�g operatian.
D�striGt wi1l pro�ess and review all Praject Submittals an a case b� cas�
basi� and reserves the right ta appr�v� vr deny any such subm�it�al at its
sale discretion,
��� � af �r
CESWF-EC-G �eparimen# �f tY�e Army
�.5. Army Corp� af En�ineers
F�rrlphlet 115(]-�-� F4r1 W4rt�r �exas 751�2-D300
Engin�ering an� D�sig�
CRITERIA FU4� DESiGN A�iD CO�iSTRLJCTMON
WiT�kIN THE �1MiTS
OF �XISTiNG FE[IERAI. �'R�l�CTS
�istributlnn �estricti4n 5tatem�nt
p,pp�oved for p���i� r�iease.
{]istr3huti�r� �s �nlimited.
SViIFP 115�-�-1
7 li..i�M... Zll� 7 �
cEs►N�-�c-G DEPA�rM�nt� aF TH� ARMY 5uVF� i350-�-i
U.5. Arrr�y �orps af fn�ir��ers� �art Warth t�istri�t
�.a. Bax 173�D
Fart Vllnrth, T�xas 7�IC7�-C13�❑
Pamphiet
M1lC�- 1]5�-�-1
CRRTERIA FOFi U�SIGI� AWD CaN5TRt1�Ti4N V11lTH!!V TH£ L1M1T5
OF E?[15iIMG FEDERAL P�DJECTS
i flcta�er Zai3
1, �urp�se. This pampi►let prdbldes guidanre to fr�diwidualsr rfe�eippel'5, en�in�ering firms, 11o�-F+2der�1
foral pra.ject 5ponsors �h�reir�after Spansor5y, and latal g��ernrnental ager�eie� for th� desigri and
car�5tru�tion af �cti�it[es �eiated t� the modification nf Federat pr�ject�r such a5 Federai Floc�d Ri5lc
illlanagemen# �FRM} prujects (ty�ically consisting nf i��ees, channels, and Flood wallsj, cor�s�ructe� by
the U.5. Army Cnrps of �ngine�rs • Fort 1N�rth D�striCt (CESVHF�, �nd for whTch Spanxors ha�e the
respansibilities #or ❑peration and mafnt�nance,
7he guidanre «ntained in �his pamphlet a��lies to the activiti�s per the date af p��lic�tian. Hnu�rer�er,
CESWF res�rves the right to recansider this guidance at any time due ta unkn�wn or unfor�xe�n
circumsiance�, te�hnal�giral advar�ces, additior�a4 i�fQrmation, et�. In additlan, Sponsars rt�ay t#�o�se ta
ada�t more strin��nt criteria t�an thQse rantained iry khi5 pamp�iet.
z, Authar�ty. The s��� �uthority far U.S. Army �arps af �ngineers �U��CE) �ppraval of mo�ifica#ion5 t�
F�derai �rojects, op��ated and maintaine� by Spor�sars, 15 Yitle 33 USC§ �08, hereinaf[er 5ection 40�,
Sectinn �08. authnriz�� i►� ti�� Rivers and W�rh�rS A�t of f899 and amend�d in 1�85 tv inttude "public
worksu, allowed the �ec►etary oF the Arrny tn gran# permission ro madify pubsic work� sn ler�g a5 rhe
tnodlfiratEon did n�t impair the us�4ulness af the proj�ci and w�5 r�at injurir�u� ta thQ public int�r�st-
The CE5WF, in accordanc� uvith 'fitle 3� US�§ �, retains the rlgh# r�f review and appr�val on a!f
proposed modifications tif �edera� projects,
3, AppHtahi�ity. This pamphlet �pplies ta F�t�ra1 pr�Jects, whiCh in�lud�s Fla�d Ris�C Managemen�
prajeets consCr�cte�f by CESW� ar+d f�r which a Praject Partnership Agreement or a letter �# assur�nce
ag�e�ing tio the operatign and mair�te�ante of the Federai praject has heen turnished tn �5V11F by the
Sponsor. A Flood Risk Management project is tiesigned ta rr�anage and reduce fload ri�k hy safely
c�nr+eyir�g fldodwater withln th� proje�t �nd #hroug� � devel�ped area. �s such� any prapased
modificatians within the praject rnust keep the safe passage of fk�odwater as the f�rst pr}arity. `fhe ra[e
�fi the project Sponsor is mainrer�anc� r,�f the int�grity �f the proje�t whil� preventing ne�ati�ve impa�ts
t� the pa�sage of the praject design flavd. The CE5WF wlll not allaw the safr�ty �f the pro,je�t ta b�
cnmpramis�d ar t4��� requir�d desi��, carrying �apacity aF the �roj�ct redu�eci.
Aiot� [�at this pam�hlet does r4ot appiy ta CESINF darns, etv-system rest�ratior� pr�jects, �r navigati�n
pro�ec#�_ �uit#ance far prapn5ed modifications of these types af prfljectS is �rovided ir� t�ehnical
pUhlications other than this parnp[�let,
�. Re#erences. U.S. Army Corps af �ngineers refere�c�5 p�rtaining to the de�ign and const�-uctio� of
Federak projerts are li�ted b�low. Mvdificatians to a Federal praject, including propasals far the
i ( SuvF� 1a sa-�-�
addition of vegetati�n, are cant��l[eri hy f�quiremenis dr�C�jrner�led in ihQS� manuais, r��ulak�C>rt5,
technical 1�tters, an� pampt�l�ls. 5pansor5 rnaY ��QvSe to a�i�pt mvre stringe�t �r�tPria th�n that
�r�rrla�n�ri i� LfSAC� de5ig� 5tandards and �uideline�.
a. CPAR�GL�98�1. 1►rstal�ai4�n ai Plpetin�s ��neath L�vpes Usi�g HorEaontal L7lrectional QriRling
b. EM llld ]�8Ci4. Gentechriica4 In�estigatio�s
c EM llla 1]9[34, 5ettiement Analys�s
d. E�! lll� 1 l�ab 5a14 Sdrnpf�ng
�. EM 1�10:I-�9QB Ro�k F[3urldatkar�s
f EM 1110-�-i��l. S�epag� Ana4ysis ant! Cvntr�l for []ams
g. EM I110-Z-].90�. Sltipe 5lab#4ity
h. CM 111D-Z-1911. Ct�n�truction Carrtrol far Eartkt �nd �vck-�ii4 DamS
i. EM lI3(7-2-1913. DesEgn and Co�3lructi�n vf L�vees
j E�+II 111�-�-�50�_ �Qiainirtg and Ffa�d Wall�
k. EM �11�7-�-���7�- {:ondult3, Culverks� �nd Plpes
I, E#� 111�-1-�f1. Civaiity ASSwarr�e c�f 4abaratary T��ting f'rocedures
r�r►. ER 1110-1-1�E3�. Procedures f�xr dtifiing irr Earth �m�ar:itmenr�
n. Ef� 1110-1-8100. Labaratary Invesiigati���s �nd Tesking
v. ER llla•z-815�. Tempurary �oF#er�arn� and Bra�ed Excavati�n5
p. E�L l�lf]-'L-555. Qesign �uidanc� on I.evees
q, EiL l�li]-�-55h, R�sk Bas�[1 Analy�is, Ge�te�hnical Eng�ne�rir�g
r_ ETL 111�-2-561_ R[sk and Rel�af�ill[y, �e�pag� and 5lopN Stabifity
�, ETL 1110�•�-5b9. fJesigrt Gu�dan�e FQr levee Undersee�age
t. E�t IlI(�-�-571. G�ilr�elines fnr Lar+ds�.ape Pk�n�ing and Vegetati��� Ma�r�gemer�t
u, �e�ee Owner's M�nuaE The ��habilitatian and InSp�ctinr� I'r��ram ��I� 84-99j
�. 135�0 51NI] qMS, Ap�rvval �f Modifi�atin�►5 ta Exi�tmg U5. Army C�rpS �f �ngi�teers Publie
►Norks f'ro ject5
With t�►e �xc�ptia� of Reference �l.0 an� HeF�ente q.v, thes� dacurnents rnay �e downlo�d�d fram Che
foifnuving website: I�itP_C 14[1.1�4.76.1��[pu�7licatiaris. Re�eren�-e 4.v I5 aVaii3biQ ❑n tnC� ��SWF
web5�le; http;�,(wwvr�swf,u$ate.army,mil.
5. General Criteria fot Go�struciian Ulfithin an Existing Federal �roject.
a. Caordinai�on w�th #i�e 5�ansor and t�e C�SWF is reca�nmend�d �s eariY �� �assib€e dur�ng the
�raposrd rnodificatiort piarrn!ng prs�cess �o avoid ma�or r�vi�ivns �r pra�e�t de4ay. Cnnte�t proposa{s
may be �i�brr�itte� Fat revie�ro. 5ubrnittals �hnwlr! inrlude ilie prDp�Sed mOdi�i�atian s�drtitig d�t� +�nd
the pro�e�t cvi7s[ru�ct�an sc�3edui�, �n�luding s�que�r�� �f cartstru�iiQn, For existEng Fetleral prajaci5 �hat
in�lude l�v�es, t�e 5�vn�ar shail Inftiate trr� review prace�s fQr any prapo�e� a�ttvitie� iacated w�#h!n
1�� teei vf bvzh th� le�er landside tU� and leve� r�v�rsid� roe [5�e Fi�ure 1=.
� } ��FP i15� � #.
n++��oa�
��sor
, • —�ti.r�l. �v� m� � uv� rforssr�n
— �-
i
�ilA1[Xt►�L ....� Gf NA711PJnl—'
OR[SlR6 I.EYFF �� IZ{�C�'�OGF1Ey i �
� T LP1EP�'lES�R.�1[ tCtiE[ �/E3+�LA7C �� �
� � - —
�ig+sre L Criti�a� �eu�� Inr►e and �#estxi�#e� ZQne
Nvi� th� desEgrsatlors of Cri#ica� Le�ee Zor�e and Restri�ted �or�e in Fdgure l. The Critic�l L�ve� Zon� i�
the area af high�st c�ncern and subject tn tt�e more strin��rtt requirernents tnr justifying any prn��s�r�
rn�7di€i[dtit��s. The F�estrfcted Zane is definecE as the auter tsaundary t�f #he 15d-fpvt area frQm earh
le�ee tae f�r wt�ich reviews are requEred. it is recagr�i�ed that [he Sp�nsc�r rnay nat have rea) �tate
rights w ttre extent.
�. in a�cordar�c� wlth "i3504 SIND aM5 A�pro�a! r� Modifica#ions [o Existing U.S. Rrmy C��r�s ni
�ngineers P�blic Work� Pr'ajects," constri�ct�an may nnt �egin ur�til fina! coniraet plans and
Specifications far the prapos�d fea#ures that irn4a[t t#ze existing praject have beeri review�ri and
appraved in writing hy ba�h the CESWF and the Spdnsor. If the pro�ased �rojec# is a design-t�uiid
proj�ct, the �ppro�r�f process wisi k�� distusse�f at tk�e first co�rdinatian meeting.
�. Furnish five �5� s�ts r�f pia�� an�i specificatian� �harct �o�ie� as �ve11 a� �i�ttranic cvpief� �or th�
pr�posed vuork ta the CESWF, �perativr�s qivision, Attentior�: CESVIIF-qb-TiN, via the 5ponsar,
suf#iciently in advant� af the pra�a5ed construrt[on ro a�low �dec�u�te time for review and ap��aval.
include a vic�r�ity map in th� plans, as well a5 dCawings t�a# clearly dep�ct the limsts of exi�ting features
ofi the F�dera! pr�ject, inc4�ading i��ees, ar�d existing ��ght-of-►r�►ay or �asement baundaries.
d. Detailed des�gns, �a[culatia�5, �r►� �onstructian prar�d�rres rnust b� prdvfded for rev��vu if boring,
jac�tfng, t�r tunneling a�er�tions are p�anned. 5ee sui�sequent paragra��s fara�dit'sonal details and
required pra�edures. Al�a s�e Reference 4.i, EM 1ll�-�-�913.
e. Praetice ap�roved construct+flrr methmd5 anc! best man�gernent pratti�es to il7inirnize er�sfon at
the construction site. This lstclu[��5 rn�king every effar� to reduce the turl�idity of the water at [h� �it�,
�uch as hy lim�ting the amount of time constru�ti�n e�uipment is in the water. A S#arrn Water �dlkution
Prevenifon Alan 45WP��) must qe iPicluded in the fi�ial pr�je�t submixtal. The SWpP�' shall meet the
r�q�ir�ment5 af #he Texas C�mmissiort on Environrn�ntal C�uality {TCEC�}, sh�ll k� ap{�ra�ed by the
5por�sor, and shall be krnpiemented t�efore ��mmencement vf ean5truction or construction support
activities. ihe SV1fPPP and a copy of the Notiee af lntent [NOij rnust be retained on-site du�ing
con5truction,
t. Vllher� constru�tion work i5 in progress �n a Federal projert lorated downsirream of a�ESWF darn,
a request Fram the c�ntrsctar f�r e�ange5 in reguiated releas�s w�ll %e cnnsfdered �n�y for t�rger�t an�i
c�mpe�ling reasons, hdnrmaliy, regu��ted releases fram �pstream iakes fvr evacuatinn af ffo4dwater,
water suopfp, recr�ation, or other purpa$es can�id�red to fze [n the bast interest of t�e p�b�ic, wilf have
fir5i cansideration,
� � �v�� ��so-z-�
g, i�orm�lfy, c�r�struetion es��lipment, s�oi� mater�a!, suppiie5, forms, buFldings for Inspectt�rs, Eahs,
�r eE�U�prx,�r�t and sE��ply st��age kau+idir�gs, or ar�y item thai may be trar��ported by Ilaod fkows, shail iavt
t�e pta��d ar st�r�d uw�ti�in the lirr�its Q# the exi5tin� F�cf�ra� �r�j��t during r:z�nstr��t�nrr artivities wi#h�ut
prior appra�af nf lhe CESWF and ih� 5pQn50r LC1C�[ipri5 O{ GLICISCCLIC[FOfI [C'21Ipf5 elfl[� 510CIi�UL� dFpaS
sF�all be i►iciuded oo� proje�t F:la��s ar=.d s�alJ be ap�ra�ted by the CESWF ar�d t}►e 5ponsar.
h. Irt addiCipn ta Dthe� tequirerTlents set f ortFr in thi5 parnphiet. :q +s respansioiliiy of th�e p�o��t�t
���op�s�erit or therr r�pr�sentat�ve� ta d�term�ne it perrnit5 lar ti�e de5irec� work m�y be required uiider
5ection .�q pf th� #�iver5 arf¢ Hc�rb�r5 Act �tnd 5��kivn d�l �f th� Cle�3ri Vllate� �Ic#. These perm�ts requ�r�
a minimurn af 9D c��yS to proc�ss. i[ is r�co�nme�id2[i Chd[ �+�ordl��aCfon wikh [he CESWF ft�guiatory
�ranch b� initia.�ed �n the eariy �fanning 5tage� t� p�e�er�t patei3�ial deiays.
�, Levee rn�ii��enance �nd ���es5 raad5 4ha[ �e dam�ged due ta c�t��CructiQn a�ti�iti�s sha}1 h�
►epia�ed c�r fie5tvred ta a rar��fltion eqt�ai tv �r beiter thdr� p�e-t�n5irur,ti�n Corrd�tion Haul rc��,te5 that
crv5� a le�ee rnu5t be apprvved by the 5pansor and the C�51AIF_ Le�tee pratectian meihad5. ��ch a5
timber tnatS, m�y be requirc� to prts[ett tl�� ir�tc��rity of tltie lewee durit�g the e�n�truetinn �rac�ss Ail
rvads musi be {n.spectet! and atiept�d k�y the Spvnsc�r privr to ct►m{flekivn r�f the projecC.
�_ A�[ Ei1� artd �ackfil� sf�all he �amy�acted in G-inch lf�t� as �ppc�fied �r� lhe �nntract specificat�as�5
appraved by the C�5VI1F. Comp��tion sh�#I t� ta at leasr 95 �err:ent of modified d�rtisitY. a� 5peeified iri
ASTM p-]55�, with rr�ossture within t�+e lirnits a! 3 perc�r�tage pvints abr�ve o�timurrr to � percenta�e
points b�ivw apiimu� maisture c.o�itent, RII 5ac#cfali �haii consist af imperuious materl�is. Vegetativn
SF�al1 b� ►ee5tab�i5f►ed to its origlna3 conditio� or hetter. Afl exees� material sha11 t� r�rr�oved from the
lirnits �F the existirrg Fed�r�l F�ro��ct.
k, Provide seau� proEeet�vn cvnsiSti�►g at artic�alaxing cvncre�e #�Ifl�k re�+etment system pratettian
capa�ie af being re-vegetai�d at Fhe t�utfall of stilsl+Zg basin5 �estgned a��vrding iv the i�Suing }et
v�lt�rity. EF appra+red hy th� 5pa�5ot, xto�e ripta�a� gabions, or cottcret� pa�ing may k�e s�bstituted.
I, T#�e [rvw� or cr�5z af th� I�vee reFerred tp in Chi� wamphlet i� the arig�nal [de�ign� levee c��st
e�evatlon. ��i5 may �r rr�ay nat be tt3e sam� a� the Current levee cre�t e�eva;ivn. Aii mvdificaitvn� ��Salf
�e baSed an the f�igher ot tkie twa �1�vatians.
m, f hP CESW� Water Res�urces s�anch wif� prvvidN applitahie hydra�Eiic rrtvdei5 to be used fnr
desFgn upon re�uest.
n. No perri-�anent �ncrease ir€ t�e prosect de�ign Flovd wate► surface pr�file wil` be a11��ved: T#�e
hy��aulic i�np�cis ni tempa.r�ry con�tructinn activiti�s a�sQ�iated w:th a prr,�ased mvt�if}�ati4�ti sh�ii �e
evaivateri on a case-by-Case basi5.
v. T�� impaets ta the �xistir�g Federai �roj��t aalley storag� shaf� be evaluated_
#�. Tli� proposed praj�ct may � subject to I��a[ �nd reg�vnak Fivadplam an� regulatory
rey��rement5.
�, Ar�y p�trrianent disturbanc:e of �x�sting recre�irars tat�i�ttcs ittu�t be mittg�teCi.
4 j SWFf' 115(J �-1
r. interlpr drain�ge areas are an integral �art af a Federa! FRM ievee pro�eet Prapnsed
modifiCatio�s t� int�ri�r drain�ge areas must E�e reui�u�►ed artd approued in a�cardanee with this
pamphlel.
f�. Cr��g U�►er Existing ievees at �'sratfe. Ctassing ��er IeveeS aL grade is rrvt a preferred rnQthod, but
will !ae considerecf a� an optiorl if' site rand{tian� dictat� tl�is is the anly cas# ef�ectirre a�ternatia�,
�. Th� 5pansors, at th�ir discr�tia�r, may noi a�aw any prapos�d crossings at grade �yer existing
�2V��5.
b. Na exra�r+at'ro� or n�tching uui9 6e performed intv �r on #h� I���e, qr w�thin the %�ee l�mpk�te,
c. T¢��oif ihall he stripped fram the �ee and t�e utility ii�e p�ared u�a and over the i�vee lernptat�
slope$ at grade_ This will r�q��ire rather abrt�pt line grad� changes at the ienee cr�s�. The new lit�e s�all
be couered by plating new fi!I uniformly on 1he sla��s and the kop oi the lev�e and sinp�d �way Fr�m
E}�e bne and paraUel to the ion�;ct�dinal axi� t�f the teuee_ Pravide a rnir�imtirn af � ie�t of cdver a�er the
new �ne. 7he slr��� q! the fil cav�ring the new I�ine shai E�e 1 v�rtic�i an �0 hori�ontaf, or flatier
langitudinalty aldng [he le►ree rrest ��d sl�pes. The topsai� sh��� ther► he replaced, a� dfsturhed areas
sh��l be seed�d or sodded m estabiish tw�t, and any damage �a Ie►�ee acces5 roads s#�al! he repaired.
During �ar�structian, the abi�ity ta �t�d fight within the irrtp�cted �rea sh�'� r�t t� imp�ired.
d, A� vake5 ioeated within 15 feet oi either side oi the �ae ot the ie�ee shal! he prnvide� in a
con�'ete l�ox pnclasure wit� a manhQle type cnver. ValWe h�x�S lac�ted uv�thin the pro��ct �ha�l be
undergro�ir�� ar�d f[ush with the s�R#ace. if tF�e �ahre ht�x is pla�ed in #he �uee crest, �he bottvm ni th�e
ex�a►�atio� shag not t�e lower than 1 fopt abave the d�sign water �urfaoe el�vation. Fifl ��al! tae
�niformly pl�cet� ta slape away frorn the top af Che vaive bax. �i possibk, all valves shaM i� pf�ced on
the landside nf �vees � minimum a# 15 fe�# from ihe I��� tae.
e. A� rnani��les facatet� within th� Federal praject an� h��ing rim �ie►�atiQns be�ow the de5�gn w�ter
surfare ele��ti�n sha#f ��ve balied, wat�rtigi�i �avers in aCcardance with Title 3a, T�xas Admini�trative
CQde.
7. Pip� Cr�ssir�g U�der L,e►�es wlth Qp�n Excavat[cn. Thi� is the ���t preferred alketnati�e beCau5e t�f
the added risk during cQr�struetior� and will be �vafuated accardin�ty it it is the seiect�d ��terr�ative.
a. Pr�victe a terr�porary �ing �ve� {sofferdamJ on the riversid� of the exlsting levee �t the locati�n of
the �u�j�et crossing at th� sam� cr��t eievatian �s the �xisting le�ee. This ring �evee 5hall have a
rnin imum crest width oi 1� feet and s+de �bp�s of i �er#i�al an 3 harirantal �r flatter. �onstri��t the
temp�r�ry c�fferciam af ImpP�-vious rnaterl�ls accarding ta the pr�vi$�vn5 specified in Paragraph 5j.
b- Wh�r� the ternpQrary ring le�ee iS comp�et�, �xc�vate througf� the main ie►ree usin� 1 vert��al ar� 3
horizontal cut slnpes, Tl�e tae af t�e mai� IeWee and eofferdam or ring leve� shalf be � minimurn of �i3
feet �measi�r�d horizontaQyj from the kop �dge �f the excavation.
t. G�ner�liy, snurces for borraw materia�s shab not he tc��ate� wit�in the limits of Che project
rigi�t-of-way� ln adcf�tion, depending an th� type of snil, and whether nr nat per�iaus rr�ateria�s �r
unstabGe materfa[s exist in the fnimdatian �f th� existing lewee, it rnay he desir�ble #a $mi� the deptF+ of
5 � SWFP 1150-Z-1
�xeav�ti4n pr sp�ctify a mirtimum diy�anCe Fr�rn the ianr3sicfe to� nf the le�ee. Aii exca��ted siop�s sh�ll
� prop�rly dess�ne�i an� �f�e drawings 5�al�d #�y a re�istared pr�fe�sion�i engineet�.
d. After the line has b�en p[aeed, the npen gx�avatian shall he harkfilied in accnrdance wi[h
par�gra��h 5j. W�+en laa�kfiR c�peraCions are tarr►�letc�, i�e e+�tire fnundation area to he nccupi�d Uy the
re{�faced le►ree FiGI shall L�e s�arified, pkowe�f, andf or harrvwec! tcr a depth af b inches, and t!}err
rnmF�acte�! kry at fQast 16 campt�t� NaSs�s vf lhe tam�ing railer nr [n 95 perzPnt mrrdiFs�d density,
whiehe�er i� rr�c�re rl�orpus
e. A�ts��rip�sh �evee r�plac�nrcrti !�► plati�� fi�l i� 6-in�� ii�t� and com�r�tting E�y ��at fe55 Cl�ar� 8
�ornpiete passes ot a ta►r�ping roiler r�r at feast �5 pQrcent modified density. After c,nmpa[.tion, the
moEsture conte��t sliaEl be withir� th� I:mits of ��erce�[�ge p�int� abov� �p#imu�� to Z percentage
pninls k�efr�w o��tirrunr, rnai�turQ ron€ent,
f, petermi�e the in-plaee moistur� �or�t�ent and der�sity of the I�vee f i1l on a f requ�ncy �f al�out �ne
sample far eac:h SDn cub+c yai�tis af t�e�kf ili place� in th� ievee.
g. WI►er+ the hreached �v�e h�S be�rti re[:or�stru�ted ta [ty origir►aR ali�nment and grade, the
ternpa�ary ri�g levee sh�li be rernove�! arad all disturbed surfaCe� 5f�ail �e Fini�h-gra�ed ar�d tur�ec� lay�
5�2di17� Qf 5�=�d 54C�ding,
h, �il manholes Io�ated within the FQdera! projeet having rfin elevativn� beirsw ihe de5lgn water
�urFace eie�atiar� 5hall have k�oited, watertight cqvers in aecardance wk[h Tit�e 3�, Texas Admin�strative
CUde,
�, xvr pi��linex, }n�taEl a ta�tvoi stru�tt�r� to preve��t wat�r from the levee riversi�e Flnr�ving EhroUgh
Che pi�eiine ta th� levee 1ant15ide If [he �antrvk strrrct�r� is In�ated �n Che riversitfe of a levee, i[ +nu�t
�e accessible during any ��avd �tage 4f th� river nr 5tr2am and fn 811 wQdth�r Car�di[i0�T5, �anUols r��y
be auEom�x�d, h4v+rever, ther� rri�tsc be ma�ual averride capa��l�ty at aIR strurtures
j. Gravity storm �irains d�schargir3g Into �n existing �erieral fl�odw�p or channel shall k�e prasrided
�nriCh s�l�[vmatii ff�p gaL��SJ at th� di5charp�e end ❑f t�ie line and sha11 h�ve �r�ergy d�xsipat�rs, �5
requirecl. The 5�onsar, a5 ��r wrliten agreeiT�eY►t, shaEl 6e re�r�Qnsil�l� fcrr I�}spe�tign and mair�ten�r�G�
vf aEl drairiage stru�ture5 tv er.sure praper �pef�tian ort thp fEa�a ga[gs o� oth�r f�atur��.
k Use m�n�ikt�rk cc�nd�its nr cunduits with vratertighk jvints under [he levee and levee temp�ate
$. Pepe Cra�sing Llnd�r L�vees wit#� aoring or lacklrtg of 51ee►►es.
Th� s�quence of wark shaii 1�e as 1oUr�ws,
�}. �x4avate th� �oorin� �nti ja�ki�g pit jwl�is:h ms+st b� on the landside as�tside ine pr�jected koe oE
thr� I:���e 1��pla[Q 510�e}.
t�. Bvre and �ack the sleeve to a�oin� b�yvnd the �r�je�ted rivers�de toe vf tY�e lev�e tem�,ia[�
5[0��.
6j�1NFP1I5UF` 1
t, if ti�e dif#er�r�te in the diamet�rs trf Che ��re ar�d sle�ve exceQds 3 inch�s, th� ann►liar s�ace shall
b� pressure grouted with k�ent�n#t� slurry.
d, P1ace the p�oauct line in #he sieeve.
e. Pressure gr�ut the product Mine �n slee�e wirh berrtonite siurry.
f. Excavate #he pii an t�e river�ide and cor�struct a manhale with gate valve pEaced on ir�s�de face af
manh,�le avuay fr�,n chanr�el. T� th� 4ir�e Frvm Ehe 5leewe und�r the ievee and �n14 rhe ma�hoi� with a
gate valvP.
g, Tie Che line fram the sleeve under Che levee arid €nto a rrtianf�ale on the land5i�e.
h. Quring wvrk nn it�ms 8.a through 8_g, a plug vuill be required. The plug shall t�e ;��ared and braceti
�t rhe apen end af the s�eeve and �ipe I�t.ated in t�� j�Cking pit at t'�e c1os� o� wvrk ea�h day. Thi5 piUg
mu�t remair� in pface until th� gate valve is instal#ed and conr�e�tians made ta ensur� prntectton f�om
flaoding trnm the river.
S. Pipe Crossing with Hari��nt�l ❑ir�ctional Drfllirig Und�r Ee�ees and �hannels.
a. Detailed co�tractual drawings, plans, prac�dur�s, and engine�ring ca��ulakians shall be pt�vitied
to CESWF tor review (see Ref�rence �R.a, CP"AR-GL-98-1 �ar guideiine5 an direCtional drillingj. 7h�5e rnust
include a!1 the requirernents of Par�graph 5�nd the fvilawing �dclitional items:
��j Inside diarnet�r of the final bpre hoi� ar�d out�ide diam�'ter a� the proc��t �asing,
4�j Uetailed description af canstructinn ar�d hvrizantal ��ring methn�s in 6� utiliz�d,
(�J if tF�e difference in the diameters oi the final bQre and }�rorfuct casing exceeds J inch�s,
pravirfee the metf�od of pressur� �rauting ihe annular space between Che autsj�e af rhe pr�duc#
casing and the inside af the �aore m pre�en't seepage under the le►ree ter�tplate durin� m�xfrnum
r�ver stages,
{�] A praf�le af the �roposed �ine showing afignment {including locatian af the ri�er and leueesj,
{5j i.ocation of entry and exifi p�int�, locatio�, e�evations and prop�sed clearances for ai� utility
erossing5 and str��tures,
{6j Righ4-oi-uvay �in�s, praperty, and �t�er utility right-nf-way tsr �asemer�t iines,
{7} Deptt� unrfer the t�ase af the fev�e, depth nf the lirre under the rive► channel, anc! Ipcatian a�
�otl� ends of t�e string. If the prapased de�th of the pipe strin� directfy befaw the �ase af the
levee is iess ih�n 3Q feefi, then �etai�ed engin�erin� calculatians sealed 6y a registered
prafessional en$ineer sha11 be provided far revi�w. Th�se calculations rn�st shaw a minirnum
1,5 factos pf 5afety a�ainsi hyd�v-fracturir� ta be aceepta��e.
�. aevelap �nd pravi�le a quality cdnirnl �lan for the projeci irhat �n�fudes the maximum aildwahi�
drillin� pr�ssure, gage ca�ibratiQn methad, ar�d specific respon�i�ifity fior assuring rhat the pressur� is not
7 4 SWFP 1150-�-i
ex�eeded. Uuring the �frilling process, the pr�ssur� �n the hvrPhQ4e mt�st �e rnanitar�c� ta ensur'e [hai
the uperation�l drilling pressures re��ain wit��n the safp I�aritt fo preveY�i sfl�i 4rsCi[t►'�n�. 7he r1a�Y1e nf
the �arty res�vn�i3�l� fo� n�nr��tor�n� rhe wark �r�u�t t� s�ecif�ed.
c:_ i'he n�inlm�m dearance disian�e Frvm th� tvp af the pro��sed pipe en�asement tv the �ott�m of
khe �xi$ting Federal channel pr�ject ar to ihe bvt�ar� af rh� �xisting 5tre�rniaed shail be 7 feet
jwhi�he�er FS ivv�r�rj RI1 crossirsgs Shaft Cvmply w4th the ap�l�c��ite requirerr7ents af �exas
Aciirinistrative Cade,
t{}. B�r�ed LineS Parai�el !o I.e►+ees and Channels.
a. Suried lines para�le! to a levee �on either the riv�rside or khe fandside} wif� rx�t �e allnwed where
t�w frna� It�cation �i the E�uri�cf 14ne vuiii he wit��n the extende� tem�iate af the leae�. Fo� exa�nple. a
fine buried S Feet de�p rnust he a! least 15 Feet avvay fro�ii the toe of � l��ee with a 1+rerti�al r�rti 3
hvrt�o�+tal slape.
� 5umps, d##ches, swales, or �ther praject feat�es cro�sed �y li�e l�uried line �hai� l�e restnr�d to
the':r pre-Ganstr�cti4n canditivn.
�. guried lines paraite4 with the channel 6ar�k mc��t tae ai 4ea�k 75 feet from Ihe pro�e�te�i riv�r
channel slope i�m�lare.
d. Vlli�en a prop�sed hu�ie� kine �rosses an exi5ting pu��:p st.ation outfall car vther featur� that
necessitates an a�rial cras�ing, p�ace the Ilne �n �iers with thQ pl�rs afi�ned to prQuide miiliinal
obstr�:ction to fiaw within ti�►e oulfap eh�r�nel and desi�ned ta �at�h rninimal debri5. �he pr�fe�rred
alterr�ative w�uld be tv pla�e �he kine uitider �he dFs[h�rg� �har+n�l arid rnca5e it with cnr��ret�. Ext�rtd
ti�e en��5e�t�eni a �rt+�timum �i � feet beyt�nd the top of the �har�nef sldr� �Ev�es.
11. Crassings of Levees and Chann�ls.
8. �rid�es.
�1� The preferred �Iterr��tive is !or thb bottom af �aw st��l (nr 1c�►+v �:i�ordy �f i}�e hridge ta be 1�
�e�et ab�ve t�re d�sign le�ree crest elevatir�n ar the �xistiitg lev�e crest, wh�chever i} h�gh�r.
Rlterrtativr�s tn the lr� fe�# t4�aran�e wVli be car��idere� Qn a cas�-by-case basis �f 15 Fe�t is not
feasil��e. Natthing int❑ th� leve� will Ue ixxt l� alfnwed.
(�3 Pr��osed new bridges should be desigr�ec! tQ rn�nimi�e the nurn�er aF bent5 located wilh�n
the terr�plale of t11e levee. !f bridge pi�r5 �re required In the lev�e template, exten�ive
inve�t�gation ar-�d anaiyse5 (seepag� �riti stabiiity} t�ased on siie s��c�fi� canditinns �v+q �e
r�q�ired tn �how any patential +�n��`��t5 t�at ti�e pters may haae an th� Ieve�. Dt�vfng af piles
+rrithin ti�e te���plate a# ti�� E�v� wi1! riat be allowed.
(3� �ridges will rtiot be Ie���ted wvhe�e their c�n5tr�ctivn will k��ack ii�aintenart�e access raads
presen�ly latdte�i w�th�n the u�aje�t. If Gn�intena�tce Ipady ar� blac4�ed due tp kh� d��i�n �r
c�nytrurtlan o'� a pra}�ased I�r��lge, nev,r mairtie�ance road5 iitust t� �rv�ri���i. •
a � SwF� u�Q x �.
(�j All st�rm water rurroff Fram bridge ttecks mrast be piped to grade t� �rer��t erasion witk�in
ti�� �xl5tlf7� F�C12rd� prpj�Lt.
�5j Revetment slnpe pro#ectinn must he pr��ided frnrn the tvp af the �evee tr� the levee tae
within the shadvw �ine af t�e t�ridge.
�6j 'f'Eh� #�ridge rnust be designed #� minirnire the number �f piers ►+viihfn the existing Federai
ptt�j��t. IF t�� new bridg� is w�thin 5U13 �eet of an existing brid�e, the proposed Itew �ierS
should �ie in aAgnment with the adjace��t bridge_
(73 P��vide a minimutn ire�b��rd b�t�eeri the 1nw point o# th� br�dge rrossang an� t�e de�fgn
w�te� surf�ee eiev�tion oF thte� f�t Qr tn the kop vf the ie�ee at ihe �rsdge I�e�#itJn, whiGh�ver
i3 #�igher.
�8j Any �f�stru�tian caused by tk�e prnposed E�ridge and it3 �iers sha�l rrot sign�fi�a�tfy red�ce the
hydraulit c�nweyanc� ot the existir�g F�deral projt�t.
t9j Su��ft fina[ plans arsd hydraulEc eorn}�utaF+vr�S Ra indicate tha't the prd�ased prapett waukt
not reduce the hydrauiit c�nvQyance af th� exi5#ing F�deraf praject, T�E 717�Iy515 5F1�tI If3tiUCI@ d
C�mpari5on �f Vllith-Pr�ject Cvnditions �nd BaseNne CvnditioRs,
(i�) Pro�e�t� crossing rravi�ahle vvaterways sha�� require � l}. 5. ��ard pe�rnit. Clearantes and
requirements shall be a5 dire�ted hy the f�.5_ Caa�t Guard.
k�, Crossings EJnder Ri�ers and Ghanne�s by �pen Excsvat{�n. This is rsc�t the preferred alternativ�
�aut wi11 k�e ��nsidered aS an ❑ptiQn if site �tanditianS di�tate that th'tS is tF�e c�r�iy cos; eff��tive
�IC�r��Cive,
(Zj The minimum �iearance t�fstant� fram tF�� tc�p n# the pipe encasemeni ta the existing riuer
1�attam eievatinn or �o #�ie exiSting �f��nnei battvm 5[�all be ]' Feet, pet '�'exas Administrativ�
Cade�.
(2) 5uf�l�i�ntf� anchar ur �ncase the line to pre►�er�# flaatati�n.
{3j Sack�ill the excavati�r� uvitt� r�aterlal �irnllsr ta that excav�ted. If sail is ex�avated. b�ekFil!
with campacTee� irnp�rvioU� Fit� material. [f rock is excavated, bac6c�il� with c�ncret�.
{�4} Generaf�y, nv ca��erdam fill crossing5 shall be allqwed in� water great�r than 6 i��# �n depth.
Cofferdam fiJl Grossin�s ir� water g�eater thart 5 feet rnay f�e allow�d if geQte�hr�ical ar�rS
Structural desi�ns prave that sheek pilirsg wou�d nat be a viabi� methad.
r, Aeriai Cr+oss�ngs for Rir�er5 a�d Ghar�nels.
(1) provir�e � m#nimum freet�nard of three #eet �etween the law �oint of the crasaing ar�ri the
de5ign waker surfa�e el�wation.
(�� Tl�e abstructian �aused by th� s�pparting stru�ture and its pie�� shali nqt significant#y reduce
the carr�ring �apacity of the riv�r ar 4h�nnel, iVa longitudinal zross prac:ing wilE �e used.
9�5WFP115D�Z
�3j Submit fit�ai pi�n5 �r�d l7ydr �uli� �p�t�pe�t�tic7ris �� indiCat� 1h�� the �ro�ased praject wn�id
nat redu�e ih� �►ydra�,lit conveyanc� of the i�ivpr, 5r��al"I'1, DI' @X15t1f1� �F���'►�I Ch�ilFl�i �rrUject.
��) Prajects �rassirr� riavigabie waterway� sf�a11 rec�uir-e a ll.S . Caast Guard permit. C!earances
�nd reRi}frernentS shall be as dire�ted by t�e U.S. C�ast �r�ard.
1�. Headwalls� �hutes. Gate Va#ves, Fla� �Autnmaticj Gates, e�tc,
a. Install headwall�, gate vasr�e skru�t�res, f4ap {autamatic� gai�s. and ot�ler fy��s of ��Ftfall
$trucxu�es �n such a rr�as�ner to prevent o�str�stion a1 f4vw ar �reat+an af �r_ourl�rg canditinns within tf�e
�arajecl, AII �1�adWali5 ii1U5l i�'3!�SitiUn wlt�1 thE dj?pfp�1[[�t� SfU�l�� 8��d d�� ffpw (�isr.har�� p�in�5 mif5! be
at ih� flaw fin� c�f a cltanr�e! vr ciitch, ar at [i�e nUrma� wat�� s�rfaCe Ch�t�s wlll noi �� allowed uriless
they ar� ih� only v�ahie alternative.
b. AI! str�Ctures sh�ll be in5talleti in suCh a rr�anner iv prever�t �r minimize op�rat�vn and
ma�ntenar��� �rablems
13, P�mp Dis�har�e Pipetines Q�rer Levees.
a i he invert of tfi�e di5r.i►arg� S�aA be at the ia� a� th� ps�tectiwe works (Irveej and 5hail he
Free-uented at the higne�t poim. Fvr ve�y lar�e IitteS, deyiat��7[� from these �ri[eria rnay be [vE�sitle�e�,
however, 1Er�der nv [vnd�tron sha�l �xc�,vat�o� be permi�t�ci �r7ta the �evee. 5ee Paragrapt� 5 for
reyu�rem�ni� far s:r�ssing aver a I�vQe t7n gr�de.
}]. fl�p (aut4rrr�ii�;� �ai�5 ar� n�st r��t}�r?d d[ [he ou;�ail oF th� discharge lines.
14. Ekectrira! a�d 7eleAhane C�iteria far Dverhead 1fVire Cross�ngs.
a. The 5p�nsor may require dire�tia�al baring under the ievee a� ogposed ta an over�tead crussln�.
b_ Nr� str�ci�re �poEeS ar ❑thertiuisej shail �r� lo�ated ciaser than 15 Eee� from llye [ve vf a�y ievee,
�. I�a 5trt�rture Spoles or a;herwisr� stiaii be lorated cf�3er than 15 fe�t frorr� the top of any c�tannel
s�o pe.
d. l�raviqe a minimu[�� verti�al el�arance of �8 teet between tne erown vf the levee and t�re IQw
p�int vf t1�� sag aF the wire where it c►osses t�+e lev�e, carnpute�! under T�� mv�t ad►terse cqnditions of
Cen�perarure, w�r�d, ar�d ❑tF�er I�ading.
e, Provide a rr+inlmum vert��a� clear�n�e o� 18 feei between thQ r�aiucal grovr+d and the �ow wirr at
the Ivw p0irlt vf the sag in t�� ar�� qf Ihe �SroJe�L chann�l, r�r th�r�e feet abt►ve the project desrgn water
5utface level, whirhever i� higf��r (check [he N�tios�a� Electri��! Code for rninimum �Eearante of hrgh
vnitage line5.j
f. Lacat� guy wife� �F�d ar�cr�ors in su�h a ma�sner thal t}�e� ds� na[ irsCerfere w�Th ih� Up�ration and
rnaEr�tenance r�t th� exisC�ng Federai �hannet, le�e�s, vr i�la�ed sCr�ctuies, Ns� a�chr�rs Rnay t� �la�.ed
❑ri ttt� leve�_
1�] I SWFi� 115p-� 1
15. Low Oarns dr f]iversian Qf Flows.
a_ 5ubmit p{ans, hydrau[ic a�d structural computat[ons, and spe�ificatia�s fcx law dams nr �ther
8�15trUC#i0l15 fQ� r�V1�W pPIOC bU ��� C4f+5trUC�l�@ OF �riy f.ype d8�F1 5tfl�GxklrB Ifl ��}!'Q�CC �r��. rhe5e
pi�ns witl � revi�wed to deterrnlne tf�e hydrauiic as�d s�ructura� impatts af t�e prt�pased constru�tion
within the prajec#, Pciar ka an extensi�e �ngineering �tudy for arsy type of wat�r barrier within a Federal
project, the 5p�n5ar artd CESWF wiCl re�iew the cnncept �lan, prapased iacatian, and purpnse.
h_ I7iuers#on �f flaws intv or aut of a pro�ect area st�a�l t� revi�wed ta ewaluate adverse hydrauii� ar
s#r�ctural ir�pacts.
ifi. Pracess �pr Ah�nd¢n�ng Existing Pi}�efine5.
a. Requests tQ abandon existing buried pipelines wiehir� a prpject shall he suk�mitted in writing to the
5ponsnr and CESWF, I�fo burfed Ijne ►rrritF�ir� a project may be abandaned withnut the re�iew and
a�spro�a� ❑f the Sponsor and C�51NF.
b, As a mir�im«m, th� portior� af the abandorseci pipefine under a ie�ee SF�all t� cvmpietely fiile�
witFr cvncrete ar grnut to prevent seepage th►augh ti�e a�andoned Eine durir�g �lood car�ditinns.
c. Abar�do«ed buried plp��ines that are locat�d an pr���ct praperty, bvt are not iotat�� under a
levee, 5hal! �e plugg2d at eaeh end with cancrete or grvut.
d. Any sYru�tures �ss�ciate�f wlth abandnr�ed b�ried �ipeEines, for example, manhol�s, s#�al! i�e
removed and the resuiting hole fifl�� �nd camp��ter� in atcordance wit� the prnvisions in para�ra�aF► ��,
e. Abovegraund a�OandonQd pip�iines 3ha#i be remov�ed frvm the pr�ject right-af-way, lncEutfing �ny
�ss�ti�ted struetures.
17. Cvnstruetion of Reereatian Faelfkti�s, Suhrr„t �lans tp th� 5ptrr�sor �nd CESWF Eor review and
appraval on any prap�sed recreation type facilitie�, ���h plan shall inc[ude hydrauliC �omput�tior�s and
wifl be reviewed #or individual and Currsufat9�e �ffects ta �d�termine if the pr�spos�ci �o�st�u�tidn wo��d
produce adverse effect� o� an existf�g vr appr�ved prvject area, !S adverse eifects vn the carrying
eapa�i�y �f tne projecC are d�ter�nined, the proje�t wilf be disapprt�ved. The Sponsvr rnay �on3tru�t
minar recreation im�rvvemerrts as needed praviding final as-built plans ar� �uhmi2ted ta CE51NF.
�8. Trees and C3ther Vegetativn.
a, �ackgraund. The integrity pi levees and� Flavdwalis, afld DthE� GritIC01 5tr��tU�23 !S �7ar�rr10unt tU
the public health, safety, and welfare, T�e presen�e �+f �ndesirable vegetation can underrnine th�t
integrity and rnay lead to system Faiiure if not eorrected. �rees and othe� vegetatio�, such as st�runs and
vines, may Greate bath struct�ral and seepa�e in�tabilities, �revent aciequate 1r�5pQctiQr�, surv�i«ance
and monitorirrg, and rre�te obstacles ta ❑peration, rrxaintenance, repairs� and flao� F:�hting activitle5.
�. Veg�tatic�� Free "Lone. The Vegetatio� Free �o�se (VF�� is de#ined as th�e thr�e-dimensiv�al spare
that �urrounds and encampasses lev�es and, f[v��iwalis ►nrhere na vegeiation, ex�ept shQrt g�ass eaver,
� permitte�_ �'h� VFZ i5 required to ir�sure ae�epta�ie project perfarmance ur�der all de�ign conditi�ns.
dfl� 171L15t �J� O� �Uf�fCI�f�C dkfil�ll5lUll �Q �7rS]Vf�� Bi:G�55 FQr SUfV�II1di1C�, inSpeGCl�f1, t1��f11Ct?Clf#g,
11 j SWFF 1i50-2-1
malntena�«, �e�airs �rautine and emerge�cv. �n�ludin� sl+de repairsf, and flondFigi�tira�. AccesS+bilit� i�
p55pr�tid! to �h� r�!Ea�ility �f f RCVI �xra�e�ts, tF�er2fore, tt+� VF2 must E5� �3CLesSible by �ersdnnel anr3
equipment at all times TF}IS lR:jl3��5 �4l1f -1AlIlCi'�-i-lriv� vehirles, as we11 as larger er�u;pmer;t, s:i�fr aS
trattUrs, hulldozers, and dU►t�p tsu�ks. Fig�re � aaid ��ure 3 iliustrate the fimitS r�f typscal veg�tation
Free 2ones assnciat�d with lev�e� and fload►nrall�. fli4 mir�imum width af [he VF2 in��udes Che entire
crvs5-5ectips} wf l�ve�5 ar�d f}c►adwa4lS, F�i�s 15 €eet cle�r dist�n�e Qrt each side the w�dth nF the VFZ
Shall be mea5u�ed from tiie cenierline ❑I the tree trunk, ar plant stem, ro the limit of the I�ve� r.rcaS�
S�Gtivrt c�r '(Evvdwalk
I �
6 AIC
�
vf13f7n11r�r FftEE Zi�,'
-_ � �• �.,--
�igure 2.. I.eve� V�getatioq Free zvne
71TICAL LE1�E
c�ras$-sEcnoN
LANn7SRFC
� 9' YIIN.
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�igure 3. �Ioodwail Vegetatior� Free �or�e
�'f I�er� may #�e at�illtivr�arl r�Skri[ti�r�� vn tr�� pl�rF;ingS, de�ending on svil �an�ltl�ns, dc�es5 and r�paic
huffiers, #oGal iree iypes, and Ee�ee performance histvey (see ReferenCe 4 t, ETL 111�-2-571j.
��.
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