HomeMy WebLinkAboutContract 27442►
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COWi�CT DaCUf��fdYS
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CfYY S�CR��i�1�Y �.���' r r' �
�4lVi�iAGY P��., a,.�:�-��;-� �.
. i �� ` _ :- � - . . � �PI�[�SE 2
SOU fH�l�� II (S 2�S) GONi�C`f 3�hdAiC� iRf�iVSf�flISSl�N A�AIf� � —
'�99� �.��l��el� IM�RO��R��idTS �ROJ�Ci — Fogg �t�eet (S�' fio F�emphill}
1 �9� GA�I�A� ���RO1��f4�I�Ni� �ROJ�C� — Gambrell �4ree� �C�c�ar� �►�e. fo �razie� �4ve,)
�/
K�PlPl�ib �dFi�
MAYOR
bUGO RfV��AAPlGA, �.�.
II � DIR�CTOR
iR�►PISPORTATIOFd
� �u��ic wo��s
UNt� 1: Southsicie II {S2-6) Contracg 31�later TransmissEon tillYain
DO� No. �6�8, P�77-06Qi7Q��0430, �S46-0J058d175320
�7� `i � ' � �� �
�1
Soction A —1�!later Imp�orrements
Section � — San�ta�r 5ewep Improvements
Section C — Paving Reconsfruction {R�habilitationj
UPEI� a: 199� CIP Project —�ogg Str�ret (6�' �1ve. tv Hemphill)
�O� Wa. 2'�93, PIiV53-06053��75�3Q, �"rie Na. i��1575, C11502�11�09��1�1�
Section A —1dVater Improvemen4s
Sect�on � — Nane
Section C » Paving �econstructian
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UPlli 3. 199� CIP Project — Gambr�il 5treet (R�icCa� Ave. to Frazier Ave.)
90� Na. ��16� �W�3-06D�$Q'1��500� �56�-07058074640, File Na, FZ-1594,
G1"�50�0�75040�1'�
Section A — V�'ater Improvements
Section B— Sanitary Sewer Improvemenl�
Section C — Pa�ing Recanstruction ; __..
in
Tli� CtiY OF FORT ►�iIORTF�, i�S
IVlltrt� GROO{�YI��
�°►SST. CIT1( NiAf�tlAG�R
A. �OUG�►S FtADE�K�R, �.�.
D1RECiOR
D€QART{�lY�NT OF ENCIW���kN{�
^,
GARY Id91. JACK501d
CIiY MARfAG�R
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DAL.� ,A. �iSS�L�R, P.�.
�IRECTOR
Id�►E1��R DEPARTIUOE[dT
�1 '{ � �����,��� �v:
Graham Associates, Inc. Fialff Associa#es, Inc. Teague I�alf and �'ePkins, Ir�c.
� � Consulting �nginee� and �fanners Enginee�rs p Scientisfis • Surr�eya�s Consulting Engineers
II ' � fi�lfi Six �[ags Drive Ste 4�Q 400Q �ossil Creelc Bouleva�d 1'[UO Macon Street
i - �►Plington, �ex�s �'&D11 �ort 1�or�h, Texas �613� �ort uvortn, Texas �fi10�
' � I . Qlugust �OSf7
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D�cernber 20, 2001
TRI-7�CH CONSTRUCTION, WC.
CONS�RUC�ION OF THE SOIJYHSIDE I1(S2-Bj C�IVTRACi 31l91ATER TR�4f�St�IS510N
�11AIN, PHAS� �
It has been recommended that the City Cauncil award yaur firm a c�ntract on the above project.
The ten (10) attached contract documents are to be executed by campleting the following:
9. Cer�ificate of lnsurance Form
2. Contractor's Compiiance wikh Workers' Compensation Law
3. Performance Bond
4. Payment Bond
5. Maintenance Bond
6. Sign Contract and affix Corporate Seal
Please return ten (10) executed cantract documents to Nikfci McLeroy at the address below. Your
firm will receive two fuliy executed contract documents for your files after fhe City Secretary's
number is established. •
RlOi�: �onds musfi not be daEed prior �o da�e o�' con4rac�t.
If you have any questians please call me at 817-871-8549.
7hanks,
IVi.�c.�c.v Mc1.�.�'ay
Nikki McLeroy
Contract Administrator
cc: Project Manager
� EN�d1�1EERING DEPARTMENT
THE CI7"Y OF �4RT W�RTH * lOOO THROC[fH10RTON STREET * FQRT �pRTH, �'exAs 7fi102-6311
($1'� 871-7941 � FAx (81'� S'I1-7854
� Printel3 on recycled paper
City o��'ort �o�th, TTe�as
�y�� �r�� �'„ac���;l ����+��;c��ti��
�ATE REF�RENCE NUMB�R L.OG NAME PAGE
�����a2 **C-��936 30TRITECH I 9 af 3
�us.��cT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO TRI-TECH
C�NSTRUCTION, INC. FOR TH� CONSTRUCTION OF SOUTHSfDE II (S2-6)
CONTRACT NO. 3 WATER TRANSMISSION MAIN, PHASE 2 AND THE
REC4NSTRUCTI�N OF �'�GG STREET �'ROM 6TH TO HEMPHILL STREET
REC�MMENDATION:
It is recommended thaf the City Cauncil:
1. Authorize the transfer of $199,�65.00 from ihe Water and Sewer Fund to the Water Capital Praject
Fur�d in the amour�t af $195,603.00 and the Sewer Capital Project F'und in the amount of $3,962.QD; and
2. Adapt the a#tached appropriation ordinance increasing estimated receipts and apprapriatiorts in the
Water Capital Praject Fund in t�e amouni of $198,6Q3.00 and the Sewer Capiial Praject Fund in the
amount of $3,962.00, from a�ailable funds; and
3. Autharize the City Manager to execute a contraet with Tri-Tech Constructian, lnc. in the amaunt of
$2,524,272.00 and 280 warking days for canstruction of the 5outhside II (S2-6) Gontract No. 3
Water Transmissian Main, Phase 2.
DiSCUSSION:
Southside fl {S2-6} Water Transmission Main Project is generally focated south af Berry Street, east of
Old Granbury Road, nor�h of I-20, and west o�' I-35. The construction of th�s project will provide increased
water capacifiy into the Hospital District and southwest Fort Worth. R�cent high summer demands have
reinforced the need far this water main. This project has been divided into three phases. The Phase 1
por�iarrof this contract has heen.awarded and constructian wi�l begin in January 2002. Phase 2 consists
af 7,Q00 feet af 36-inch water main, and approximately 5,000 feet of smal[er mains.
Phase 2 is �rimarily rauted
streets wEll be �econstructed
a�e as fa!lo�.�s:
Street
Pafford Str�et
Travis Street
Balt Streei
alang Paffard Street, Fogg Street, Travis Street and Bolt Streef. These
in the areas impacted by the water main insta[lafion. The impacfed streets
From
Stanley Av�nue
Fogg Street
Travis Streef
Ta
6if� Avenu�
Bolt Street
St. �ouis Avenue
Fogg Street reconstruction, from 6t� Avenue to Hemphill Street, was authorized in the � 998 Capital
Improvement Program,
f0/O1/2001 1i:�5 FAg 817 ��� 9784. _�___, HALFF A��OCIATE9
I,�„ . �.
CiTY a� �ORT WORTH,'�S
��aRz'M�N'x o� ENai�f��.i�Nt�
AnriLNDiTN1 NO� 1,
for .
5t7UTHSID� YC (S��b) C�NTI�ACT 3 WA'�R'1"RANSMISSION MA1N
1998 CI� �'RU3p,GT r�Od� STR�'iET (6� A�IE TO kJEIv�PF�.L)
'1La s�b9� project is R�by �sed or emended a� follows:
Addandum No. l i�su�d—�bober 1, 204I
$�d�,ec¢iQt Datd dktober 11. �Ofl 1
�
[.
a.
3.
1998 Cl� PRO7ECi — CiAMBRLLL S�F�T (MCCAAT 'PO F��?
W�'T�RPR07EGrNos.�'W'17-Q607701A4�30, ]?W53-0605�U175436, PW53-OG053Q17550b
SANTPARY S�WE� �ROJBCT Nos. PS46-07058017532D, PS58-d'�OS$017`4640
D()ENoS.2608, a1.93, Z217
� oaaiaoa
Tb,e proj�ct is to be s�parated into thne �'3) cant�ts based on proposed Ph�sing (Contract far Pb�ase I,
Contract for 1'h�c II, Coal�act �or Pltesa IIn.
't�e ��ndatory pte-1�ld meeting is hereby movad frnm C)ctvber 2, 2001 ta Octaiaec 9, �001. T� �ItEd
EID ht�aa�u�v IS A+�AI�TAATORY': lnfbrmetion and add�nda pe�aeat to th� divisioa of tbe praject
wil! be h�nded out at T�tI time.
i'h� bid dete is hera�iy mbv� from O�cbob�° 11, 2041 to OctobBr 18, 2D0! .
Pl�es� acblowled�e receip2 af this �dc�,ctu� by. placiu�� a si�ued copY oi the sa�c iata yv� propnsal at tlYe titne of
biddin�. Falure to rcu�n a signed co�r of th� addsnd� with t�fs pxvpasal stiall i�e g�vunds for fenderimg tt�a bid naa-
xesponsive.
r Racaipt Ac��l ed:
.�
By:
;�
, �i
� 1L�
�
Dcpartrnent of�ngmeeritig
Ricic Tricn, PE
Manager, Coasu�ttng $erYices
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�r•.�
�r Ric�F �'
A-1
1Q/04/2001 16:17 FAX Si7 232 9784 &1LFF ASSO�YAT�S
G'XTY OF �'ORT WORTH, TEXA,S
b�PAI[t'T1VI�1T OF BNGINEERINC3
ADDENDUM NO. Z
for
SOU'THSIDB II(52-6) CON1'RACT 3 WATER TR.ANSMISSxON MAIN
1998 C1P PROJEC�[' —FOGG STREET (G� AVE TO HEMPHILI,)
1998 GIP PROIECT -� GE1i�IDitELL STREET (MCCAAT TO FRAZIER}
WATER PRDJECT Nos. PW77-0fi07701�4U430, FW53-05D530175430, PW53-0605301i5500
SANITARY SEWER PROJECT Nos. PS46-0i058017532D, F'S5&07a58017�b4Q
DOE Nsys. 2648, 2193, 2217
Addendum No. 2 issued �— Oatoher 4, 2001
Bid Receioi Date -Octnbcr 1 S, 2001(as chan¢ed bv Addendam Na. t}
The subject pro,�ect is hemby revfsed or arpcnded as followa:
�J002/D02
1. Tha pr�bid mecting moved by Add,ectdum No. S to Octoh�r 9, 2001 sl�all NOT be a mandatary meeting
— altendance is recommemded but not raqvired. Tlsa pxe-bid meeting will be held �esday, October 9,
2(lpl, at IO:OU A.M,; 1000 'I1�roclmiorton, TIPW Romm 27U. Tnfvxmarion and addenda pertinent to the
�ivision of the groj�et will be available ai tk�e pre-bid meating.
�
Please aclmowledga r�eceipt ofthis addendu�n by placing a s�gned cnpy of the same into your proposa[ at the time of
biddipg, Failure to raturn a signed copy of the ad�endum with this proposal shall be grounds for renderu�g the bid non-
responsive.
'
��
R�ecei�rt Ackno ledged:
By:
Dcparhnent of E�gineezing
Rick Trice, PE
Mana$cr, Consu]ti�g Services
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$y: �C� �
for ' Trice
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�upplem�nt to P�a��ct IV�ar��ial �pecf���a��orr� ar�cl �aritract [�o�urrkor�#s
s�u�'I�s1�� li {� a-�} �an,��a��' a wATE� r��r�sf����l�r, r��►it�
'1898 �APITAL. IlhlIPR�If�M�h�T� PROJ��T- F�g+� �tr��t �6"' to He�n�hill}
99�� �AP�7�1� II�I�R�1f�MEN�� PR�,�E�T- ��rnl�r�l� Stfeet (�1A���rk Ave. t� Fr��i�r �4ve.�
p4�FA�� �-� ���� Attr#�ndum hfo. 3 Ph�Se'I ���pp�eme€�tal Qocur��r��;.n�t contaie��+[I h�rein _
L��IT 1; ��uth�ide II ��2-G) �anfr�c# � 1Nater�ras�sm�ssiorw N'1�in --
IJV� ��. ��l��F ���'��F����������i rw�,��-��{}�����FJ.���
�u17CtIOF! � �-�{�i�E' ilri�]fOVQ[SI�f1�S ��td, ��t�'j.�� �i} �t�� �'���Q'�.��}
$ec#i��� B-- SanFkary �evrer Irr��rovernents �L-� �34. L-7 �36. L-723T, M�64-A, f�E-�3}
$efilio� C - i�aving Re�a�tstructi�yn �i�o��blkitstion� ��ka. �O+S4 �n Sta. G3+i9 �arn�real:
�at�, ���30.0� ta Sta. 2�+54,371Naysicle�Fiint}
UNIT 3: �998 �IP Project �- Caarx�brell �lr�3�*� �Mc��rt Ave. ko Fr�zier A�re,}
�DE No.2��7. PIN��-Ofid53D�75��0, PS�9�07fl56U�74b40. Fale tdu. F'C-'M594, ��7�02�17504�575
5ectior� A � Wa#e� Improvem�nl�
Secti�n f� � �ani#�ry Scwcr In��proue�n��ks
�ection � -- �av�ng R�cot�struction
PHASE 2
UNIT "I: �o��ths€de li (�2-Gj �on#�'act 3 Water Tran�rnis�ion f�lai�
f7Q� No. 2Fi0�� PWT7�Q60T70i+4Ud30, PSd$-07�59�iTS3�d
�e�tFan A�Water Improv�mants {5ta, 113.Oi.59 i�r endj
Se�#�on B � Sanitary �ewer Im�ro�+erner�ts ���rrB81
$ection C- Paving �Recanslruckion �R�habllitaiion} �$t�. D+00 to �ta. 9���,$A PaFfarci;
�ta. 0+00 #o $ta, 8+74 iravis)
UNI7 �; '1998 CIP #�roject �- �o�g �Er��t (�"' Ave. �� Fiem�l�ili�
�OE No. 2493. RW�3-46�S�OiT543�. Flle �+io. f�•15T5, �i95024'I'k509�115
S�c�or� A - Wa�r Rmprav�menis
s����or� e - Non�
�sctlorr C = �aving Rer.ons#rr�ct3�n
P�4A�� �[S�� Adden�t�j�'n iVo..3 Phase ���u�pl��'nenfal.�ocumenk; not c�r�tain�d #�erein}
--... L��31T �: S��xiF�sid� II (�2�5} �on�r�ct 3 Wat�r 7ransmissi�r� M2�in
a0E 1�#a. 26�8, PW7i�Ob�770�14043�. Pa46�370580775320
�e�lirrn {1- 41+�tor 1m��'ov��rs�r�ks (Sta_ Q*4� !� Sta. 49+T7,�4}
�ectiot� � -- �anitary Sflwer Improvema�ts il.-3��V}
�ection �- Pavir�� R�rco�strucYf�n �Re#�ab�litativn) (Sta. D+�� to Si.�. 50+6�.8� G�mbrel!}
��
TME �1�Y O� ��R� WDftTH, T�]�[A�
QF�E�AI�E� BI�:
���11 l^�.�r'J�{�.��4�$� �11�.`.
�ngine�rs • �ci�;��t�sks - �unre�ors
4Q�� �ossxl �re�k So�l[3var€I
�ortlNq�th, Tex�s 75437
Octoiasr 20Q1
AVO 780��
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■�s...ytt....i�t�rs•
��A �?, VISIN�,Ai�l�k
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crrY o� FORT woR�r, ��s
DEPARTMENT OF ENGINEERIl�TG
ADDENDUM NO. 3
for
SOUTHSIDE II{82-G) CON'IRACT 3 WATER TRANSMISSION MA1N
1498 CIl' PROJECT — FQt"�C' STREET (6� AVE TO HEMPHII,L)
I998 CIP PR03ECT — GAMBRELL STREET {MCCART TO FRA�ER)
WATER PR03EC I` Nos. PW77�+5077014Q430, PW53-050530175430, PW53-d6fl530175500
SANI.TARY SEWER PROJECT Nos. P545-0705841iS320, PS58-0'70580174640
DmENas. 2608, 2193, 221�
Addendum �io. 3 Issued Octn�er 12, 20U 1
PHASE 1 Bid Re�int Date -0ctaber 25. 20Q 1!as chan�ed h�reml
PHASE 2 BidRecezviDate Navember 1� 20m1(as chan� het�ein)
PFIASE 3 Bid R�i�t Date Novcm�er 8, 2001(as chan�ed h�rei�t�
The sub�act prosect is here�y r�.wised or arnended as follows:
1. This project shall bid as three (3) separate cvntracts; Phase 1, Plaase 2, and Phase 3. The bid receipt dates
fax each p�ase are hereby changed to:
a. Phase 1— Octol�er 2S, 2at11
b. Phase 2— Navernber 1, 24i11
c. P�ase 3— Navemher 8, 2(}O 1
Addendunn No. 3 shall include three (3) suppleme�tal docusnents to the original Prnject Manual
. Specifir,ations and Conixact Dac�unent. The thme supplemental dncuments are Addeadum Na. 3 Pbase i
Supplement, Addendum No. 3 Pt�ase 2 SuppI�aEnent, and Addendum No. 3 Pt�ase 3 Supplement. 'The
` ariginal Speci�cati4ns sball be returned along with the su�plement for the bid ogening. .
,� ANY CONTRACTOR BIQDI�G MUL'TIPL�+ PHASES OF THIS PROJECT 1�YAY ACQIIIRE
ADDFTI0I�AL COY�ES UF �HE QRIGIPiAL SP�CIFICATIUlo1S - AVAIGABLE iTPON
RLQUEST I�'RON�i GOPAL 5AHi7, F.E. (CTTY OF FORT'WQRTH; 81i/8i1-y944) OR MICHAEL
iVIOYA, P.F. (HALFF ASSUC3A'1'�S, lli�C.; �17/�4i-14�2}.
2. Tlze specifications are revised or amendeci a� follaws:
F�cajact Manual Specifications and Conhact Document Modificaiions:
a_ Section 1. Compr�f��nsive Notice to Bidders Page CNTH 3, Snbmis,sian ofBids: Paragraph l s�l read as
follows:
, The Proposai s�ctians (Pl�ase 1, Pliase 2, and Phase 3) of the s�eci�icarions arnd canhact doctunenis wiIl
� be bid as three (3) sepaiate co�►trncts. For Plaases �., 2, and 3, the City reseives the right to select either
Altern�te "A„ oz Alternate "B°, from Unit 1 as presented in the hid docaitnents. For Phase 1, ti►e City
�f x�seirves the right to seiect ei�t�' Alternat�e "A„ or `B" from Unit 3 as presente�i in the bid docimnents.
I
b. De�te eact� of the follnwing segrnents fmrn the ariginai Project Manuai 5pecif'ic�ons and Ca�raci
Document:
i Seclion 1. Minority/Womesi Busii�ess Ent�rprise (M/WBE) Speci�calioz�s, and
ri. Sechion III. S�ial. Instruc�ans to Biaders, Special ProEvisions
iii. Section IV. Proposals and �orms
��
A3- 1
j 3 �
�
i�
�,
�
3.
e. Ac�aendum Na. 3 Phases 1, 2, and 3 suEpplem�nts contain D-items D-90 thraugfi D-94 (omitted from
originaJ. Project Mant�al Specific�ions and Cflr►tract Documents}.
d Add�ndum No. 3 Phas� 2 sappletneat contains �ection V. Sails Tests (omitY�ed from origi�al Project
IV�iL1I31 S�GirlCdiiOILS an� COI1tii1C� �.iUCi�men�},
e. All refe�euce to seeding, sodding, tree removal, and traffc buttons oont�ned within the original Fro�ect
Ma�ua� Specifxcations and Contract Documents SkiaiJ be aansidened �11 and void. The Ciiy of Fart Woxtti
shali be responsble fo:r all s�ing, sod�ing, hpdromulching, anc� tree �n+oval.
Plan Modificatians:
a Sheet � 3 shall be replaced wsth the at#ached Sh�t I-3 with revision nate 1.
b. Shcet U1-14 shail be replaoed with the attac�ed Sheek 1-i4 with revision nate 1; Sheet Ul-I4A shall t�e
added to the �lain set
c. Sheet U127 s�a�l be replaoe�d with the a#ached Sheet 1-14 with �vision note 1; Sheet i31-2iA st�aIl be
a�d�ad to the plan: set.
d SY�eet CTl�2 shall be replaced with the at�acl�ed Sheet Uld2 �ith rf.wision note 1;Shcet U1�2A shall
be added to the plan sat.
e. Sheet UI-77 sball be repla�i with the attached Sheet UL-i'� with revisi�n note 1.
� Sheets U152B through UI-77 (Un�it 1 Seebion C Paving, Soutbs�de II{�2�): all reference ta g"
Pa�ement Pul�eri7�fion shall 6e ch�n�ecl to 5" H�+IAC Pavimg Reronstt�etivn with 6" Lime
5tahilization (@ �ISI')-
Ple�se acknowledge r�eceigt of this adc�enci�urn bY' placing a sigued c�py of the same into your proposal at t�.e time of '
bidding. Failure ta neturn x sagned oopy nf the afldenduim with this proposal shall be gnounds for rendering the bid non-
t�ponsive.
- . ..� . • :� � :.�
.�/�/_�
�
Atta.chments:
Dep�nent ofEngincering
Rick Trice, PE
Manage Conss�iting Services
��_ . -. _ �
� far Rick Trice
Phase '1, Phase 2, & Phase 3 Supple�a� Baoks
8—sheet Addende�n Plan Set
10/22/2001 17:24 FA% 817 232 9784 IIALFF' A53UCIATE5
CTT7t OF FORT WORTH, TEXAS
DEPARTM�NT OF ENGINEERING
ADDEND[JM NO. 4
�ox
50UTH5IDE II(52-6) C�NTRACT 3 WATER TRANSMI�STON MAIN
1998 CIP PROJECT — FOGG STREET {b"' AVE '�'4 HEMPH�„L)
1998 CTP PR07ECT -- GANlBEtELL 3TRE�T (MCCART TO FRAZIER)
WA'iER PROJEGT Nos. PW77-p6077014Q43Q, YW53-06053017543D, PW53-Ob453017550D
5ANITARY SEWEIt PROJECT Nos. PS4G-07D58017532D, P558-070580I74640
]]OE Nos. 2608, Z 193, 2217
Addendum No. 4 Issued October 22, 2001
PHASE i Bid Receint Aate - Ocmbex 25. 2001
PHA.S� 2 Bid Receint Date - Nov�mber 1, 2D0 �
PHASE 3 Bid Receiot Dake - Novembeir 8, 2W1
�
'Fhe subjeet project is b.ereby revised or ameuded Qs follaws:
1. The spec'�f'ica�iaas a�e rerrised or amended as follows;
� b.
S c.
� d.
�S e.
, f.
,� g.
PsojeeC Marma! Specifications and Contract Document Modi�icatians;
C�oozioia
a. Delete Iiem D-41— INCREASE LiR DECREASE IN QUANTIES fromPact D— Special Condit�on of tlxe
or�ginal �Zo,}ect Manual Specifications and Contxact Documenk Addendnm No. 3 Item D-91 --
Tnereased or Decreased Quentikies, shall remain a part of tlne Cantract Doc�ments.
Delete Addendum 3 Pbase 1_U►u# 1�ection A Water Line propesa! gage PH1 B-4 aad xeplace with the
attached A�dendum 4 Pb,ase 1 Unit 1 Section A Water Lime Improvements proposal page PHl B-4.
Delete Addcndum 3 Phase 1'Unit 1 5ection A Water Imrprovements A.ltemate "$" praposal pages PH 1
B-i 1 to PH 1 B-l2 and replace with the attached Addendum 4 Phase 1 Unit 1 Section A Water
imjnrnvements Altemate `B" pzoposalpages pHl B-(1 to PH 18-12.
Dalete Addendum 3 phase I FJnit 1Sect'son A Water Line propasal page PH� B-15 and replace witia
the attached Addendtun 4 Phase 1 Unit I Secrion A Water Line Tmpxavements pzopnsal page FHl B-
1 S.
Delete Addendinn 3 Phase 1�Unit 1 5ection C Paving Reconstruation proposal p�ge PH 1 B-23 and
replace with the aftached Addendum 4 P'hase l Unit 1 Sectio� C Paving Reaonstruction proposal p�ge
PH1 B-23.
Delete Addendum 3 Phase 1 Uni�t 3 Section A Water I,ine f�eplacetneat proposal page PHl B-29 end �
replace with the attached Add�ndum 4 Phase 1 Uuit 3 Section A S" 'Water Liue Replacement praposal
page PHl 8-24.
Delete Addend►ua 3 Phsse 1" U�ut 3 5ectio� C Pavem,eaE Recons[niction praposal page PHl 8-39 and
replace with the attaehed AddeQdum 4 P�ase 2 Umit 1 Section C Pnvcment Recons�uction page PHl B-
39.
_ h. Add #he attached one gage P�ase 1$id Summaty ta the Pxnject ManuaI Specificarions and Contract
fDacuments.
° � i. Delete Addendum 3 Phase 2 Unit � 5ectipn A Water Liue proposal page pH2 8�14 and replace with
the aitached Addenduzu 4 Phase 2 Unit 1 5ectiom A Water L�ine Irnpravemen#s proposal page PH2 B-
ia. � ,
� DeIete Addendum 3 P�xase 3 Unit 1 Section A Water Lina pxopasal page PH3 B-12 and replace witlt
� _ j.
tlte attached Addendum 4 Phase 3 Unii 1 Section A Water �.iz�e Trnprovements piopasal page PH3 B-
12. ` .
2. Clar,ification of Minority/Women Busmess Enterprise (MIWB�} Specifcations as presented in Addendunn 3:
T'be Contractor s4�a11 carefully ieview ihe M/WBE documents to ensure ali docusnents are completed ior each
Alfernative bid. Tt�a M/WS� specificat�ons are groupad by dociunent type (i.e. Special Ins�uctian to Bidders,
MBFs/WBE Utiliza�on, Pritne Cnnkractor Waiver, Goad Faith �ffort) foi eacS� altemarive.
A4-1
10/22/2001 �7:24 FA� 817 232 8784 nr1L�F A5SOCIATES
,
�1oo�iais
3. Clarit'icadon of Unit 3 Paving Prc�ject I.imits: De]ete a11 previous references ta the Unit ] paving limit
atations for Phases 1, 2 anc3 3. The r�vised Unit 1 paviag iimiits shall be as follows:
PLase 1: 50+50 to 63�27 (�brell Avenue}
0+30.(k� to 2&+54.37 (Waysidefk'1`u�t Sbreet)
Phase 2: U+00 to 17-�54.05 (Pafford 3treet}
� 0+00 to S+$7.88 (Txavis Street}
Ph�ae 3: 0+45,$b to 12+22.57 (Boyce Street)
12+�.2.5'� to 15�-22.38 (Cherokee Tisil)
, 15�22.3$ to 50+�2.84 (Gambrell Av�n�e) �
Please aclanowiedge receipt of this addendum by �lacing a si�ed copy af ttae sazne mto ynur pxoposal af the time of
hidding. Fai,ture to retum a signed copp of the addencium with t�is proposal shall be grnunds far rcndering the bid non-
responsive.
Receipt Actmowledged: I�e�►t ofEngineering
Rick �ri PE, Manager, g Services
BY� - — —_, . _ _
• Rick Tr% �
m
r
�
�
4+.
..'. �
� '
A4-Z
10/24/2001 1D:27 FA% R1i 232 9984 HA.LP`k' ASSOCIATE�
C`ITY OF F'ORT WORTH, �xac
DB�'A,RTME1+1'� UF ENGIl�TEFs�NG
ADDF�DUM NQ. 5
for
SOi?THSIDE II(SZ-� G�N"TRACT 3 WA'iER TRANSMI�SION M�N
I998 C� PR[7JECT —FL3GCr STREET (� AVE TO H�MPHII.L)
1998 � PR4JECT — Q�AMBRELL S'iREET (MCCART TQ FRAZIER)
WA'I'ERPROJECTNas. P'W'��-Q6077014Q430, PW53-06053U1iS430, PW53-Ob0530175500
S.ANITARY SEWER �R0�J3CT Nos. pS46-070580175320, PS58-070580174640
DOE Nos, 2G08, 2193, ?2i7
Actdendum Na. 5 Tssned October?A, 2001
I'T�ASE 1 Tiid Recei�t Date - Octaber 25. 2001
PHASB 2 Bid R�eceiat Date - Novetn6et 1. 20�1
PHAS� 3 Bid Receint Date - Novambe�r 8. 2001
The subje�t pro3ect is hereby revised or amended as fallows:
1. 'The �pecifications are revised or amended as fo�lows:
@joo��oo�
�acctManual Specifications atxd Contract Document Modificatinns: •
a. Delete Addendum 3 Phage 1 Unit 1 Seclion ,P,, Water Line proposal page PH1 B-8 and replace with tha
� b.
attached Adde�dum 5�ase 2 Unut l Sechon A Water Line Im�rroveffieots p�nposal page PHl B-8
(NOTE a,d.ditional pay iteem for ALL �hase 1 l�tailroad T.nsvran�e(s) as req�xired by permit, and
additional pay it�m for Ai.L Phase I Railroad flagme� as required hy permit).
•I3�let� Addandum 3 Phase 2 Unit 1 Section A Watez Li�,e pzt�pos�l page PH 2 B-7 and xeplace with the
�ttac�sed Addenduim S F(iasa 2 U�it 1 Section A Water I.�S proposal page PH2 B-7 (NOTE additianal
pay item �or ALL Phese � Raiiroad Insurance(s) as required by pernnit, and additinaal pay item for
ALL Fhase 2 Ziailroad flag�pnen a,s xeyuired by perm�it}. --.- --
�
�� ��.u�
Please actmowledge receipt vf this sclaendum hy y�lacing a signed copy of the same into yotu proposal at We time of
hidd'nag. Failura to return a signed eapy afthe addeudiva with ti�is proposal shall be grounds for rezydering tb,e bid non-
responsive.
� iir a+•:i
. � G�j�
1
Deparlmeat of Engiueeri�g
Rick Trice, PFa, N�anager, Gonsultmg S�rvices
.. ..
1� p+'
$y. - �� .
for Tti Trice
,�-�
10/30/2b01 18:32 FA% 817 �32 9784 HALF�' ASSOCIATES
c� oF FaRT wo��, �s
D�PARTN�NT OF ENGiN�ERING
ADDENDUM NO. 6
for
SOUTHSIDE II(S2-� CUN'TitACT 3 GVAT�R TRA�+T5NII5SION MAIN
1998 CIP YRO]ECT — FQGG STIt�iET (� AVE TO I�MPPHII,L)
1998 CIP RR07ECT — GA.MBRELL S'TREET (1VIC�AAT TO FRA7�R)
WATERPRC?JLCTNos, PW'T7-060'7I01�40430, PW53-U60530i75430, PW53-060530175500
SAIVITARY SEWER PR07BC'� Nas. PS4G-070S80175320, PS58-09058017464U
D(}E Nos. 26D$, 2193, 22I7
Addemdmn No. G Issned dctob�r 30, 2001
PHASE 1�id Racarot Dat,e - Dctober 25, 2Q�{11,
1'HAS� 2 Bid Receint lJlate - Novernber 1. 2001
PHASE 3 Bid ReceitrtData - Navember S. 2Q�1
Tlt,e subject project is heraby revised or amanded as follows:
1. 'The apecificatiot�� are re�ised ar amended as %llows:
I'mject Mannal Speci$cadops and Ca�tract 1?�cimment Modifiealaoms:
I� oo2io�i
a. I]elete Addend� 5 Ph.asa 2 Unit 1 Sectian A Wa#er Lin.e Imgrovement� prnposaf �age PH2 B�7 and
replace with the attached Addemd� 6 P�iase � Uanit 1 Section A Water Line 3mprovaments pzoposal
paga FH2 B-7A (NQTE chaege af Item 39, add�ion af pay Items 40, 41; 4Z).
- b. Add attached Addendum 6 Phase 2 Unit 1 5ection A Water Line Improve�n►ents praposal pages PH2
�7B (PdQTE additiaa of pay It�ms No. 43, 44, 45, �46).
�� c. Delete Acidaadum 3 Pk�ase 2 Unit 1 Sectian C Favmg Reconsiructi,on proprrsal pages PH2 B-1$ to PH2
; B-24, and replace wifli th�attached Addandwn 6 P�tase 2 Unit 1 Sectivn C Paving Recnnstruction
proposal psges PH2 B-18 Y.a PH2 B 20 (NOTE change of quen#ity on Items 6 and 7; corrected
�, "Amount Bid" on Items 1$ and 19). `. '
� I d. Da�ete Addeadam 3 P�ase 3�Umzt 1 Scctian A Watsr Line Irniprovements praposal page PH3 B-3, aud
replace wit� the aflached Addenrh�m 6 Phase 3 Unit 1 Sectian A Water'Line proposal gage PH3 H-3
(1�iOTE change vf qua�tity on Items 10,11 and 12.}.
f a. Deiate Adde�dum 3 P�e 3 U�oix 1 Section A Wate�r �me Zuapxavemem.ts P�P�� 1��� P'H3 B-7, and
�� replace with t�e attacl�ed A,ddentlu� 6�ase 3 �[.Tnit ] Seetion A Water Line propasal page PA3 B-7
(NO'� ehange of Figure referenced in Item 3$).
� I f. Delete Addend►mm 3 Qhase 3 Unii 1 Sactia� C Paving Rec�ns�ructian pr8posal page PH3 B-20, and
i; ; replace wilh tlna attached A�dendum 6 Phase 3 Unrt 1 Seckion C I'aviug Recons#ructian propos�� page
. PH3 B-20 (NOT� cortected "Amowrt Bid" an Items Zl, 22, 23, 25).
�- g. Add attached Fi.gure 2000-2. ]]�isrcgard wiclth Iimits of concz'ete pavement repl�eement as show rna
plan aheets II1�31 and U1-39 ta U1-43. '.['he width limits of conc;rete pavement replacement shal! be
� as shown in Figure 2000 2 a�d as directed by Eugin,ee3r; pavement s�all ba sawcut a distanca af f�e
feet (5') from tha back of curb. Remainiung Qsnel portian must 6e a minimum of �i�ve feet (5'}.
; Othervvise, extend the replaoemani to t�e nearest joint ar back of curb.
Please aeknawladgs receipt of this addendum by placing a sigaed copy of the same into your proposel at the tro�e of
b?dd'mg. Failut� to rettuu a si.gned capy of the addendum with this proposal sha11 be g�ounds for zeud�ring the bidnum-
res�nsive.
Reoaipt Acknowled ed:
By:
�
Department of Fn�PE„ng
Rick 'lY�ice, �'B, Managez, Consulting Services
��
By: � ��
£or Rick Tnce
A6-1
i�
' � - #�•� f
1�1 •
�� 11l08/2041 10:86 FAX �l� �32 97$� H.�LFF ASSOCTATES � 001/001
�
CITY (}�' FOR�"W OR�H, TEXA.3
D�pAKTM�NT QF ENGINEEKI�IG
� . ADD�NDUM N0. 7
for
SOUTHSIDB 7! (52-6) CdNT�tACT 3 VtrATER TRANSMLSSiON �A�i
199$ CIP pRqJECY—F�GG SiR�T (6�AV� TO �iEMPH�.L) .
T 99$ CiP pRQTEC'I` — GAM�RELL 5`IR�i"sT (MGCART TQ FTiAZ1�R)
� , WATER�ROJ�C'['I�Ios.PWT7�77U14Q430.PWS3-460S3i117S434,PW53,0565302755p0 .
SAN17AItY SfiW��'RO]E3C'TNos. PS46�p7058017532Q, P558-07DS$D1.7�E64D
, HOE Nos, 2b48, 2193, 2217
Addcudum No. 7 Iss�ed Navemkber 5, 2�i01
P�iASE I�id R.ecciot Date - O�ctnber 25. 2Q03
�HASE 2 A�� ltec�int IYa� - November 1, 20q1
Pi�ASE 3 Bid Receivt Datc — CANC�LI.Eii
Th� �s6ject project is Iucrtby r�vised or �e�dcd as fal�owa:
I� �e bid recei�� for Adr�endlu� Na. 3 Phase 3 af tbe Soathside II (S� Contracti 3
Watef Trausmisa�on Main pr¢ject is b�erebp cancelled. $putbside Ix (S�-5} Coai��.c.� 3
Water Tran��issi�n 14��in Pha�e � will r�advertise #'�r bid in 1+IIayl3u�e �00�.
�
� Please aclrnvviledge receipt of thia addendum �y placin� a signai copy afx�e �ma intn your praposa] atthe ziune of
bidding. k`a�ure to r� a sigaed copy of the ad den@um wi�h this prapo.snl �all be �ram.ds %�r �ender�g th� bid non-
I respvnsive.
Re�i�t Acknawledged: D�pertrnGnt of�agineering
, �tic1: Trice, PE,1vIsn�ger, Co�svlting Servicrs
�y� _ By:
��
far ie Trice
A7-1
I�
iA��� OF GOPli�iVT5
Phase �
�S�{V��tAL IIV�O�Al�AiION �
Vendor Compliance
Cantractar Compfiance
Mir�oritylWomen B�siness Enterprise {MIWBE) Sp�cifications
1�VdAi�R ���ARi��N�
5pecial Conditians {Part D)
PROPASA�.� ,4[�D �OR19lIS
Proposal — Phase 2(PH2 B-1 to PH2 8-33 and B Summary (2 pages))
Cer�ificate af fnsurance
PerfQrmance Bond
Payment Bond
Maintenance Bond
Contract
TRAR�SPORTATI�R� AR19 �U��.IC 1�O�FCS �GPARif�Eii�i
5pecial Instructions
� Special Provisiflns
�
Soils fests— Unit a
�.�
��
.�
1
i�
.,�
� �� ��r����� �������t�o�
T
� �U�o�s '�� 2� ��d 3�
� � ���too�� �4s �� � �
� Nofiice io �idders
; � Comprehensi�e IVo�ice to �idders
MMI�� Specificafiions (Unit 9 )
V�ndor Compliance �o State Law
: Confiraetor Compliance �viih Worker's Compensa�ion Laws
! �1
I I . _�
i�
�������o������s
Sealed proposals far the fa!lowing:
Unit 9: 5authsicle ![ (S2-&) Wat�r iransmission Main Cant�~act 3:
SecKian A Idlfater �ine Irr�pravemerrts �se �id
section A 1dVater �ine Improvements Att�mat� ��A"
Section A F�ater Line Impro�emer�s /�ttemate "�"
Sectior� B: Sanitary Sewer Improrr�ments
Section C: �a�ing �econstruction (Rehabilitation)
�Q� Na �60�, PW77-06�770140430, �S46-0i0�801T�32a
Unit 2: 199� Cl� �raject � f�agg �tree� {6�' �ve. to Mernphill):
Section A: Water Empravemettts
Section B: Sanitary 5ewer Impro�err:erets: None
Section C: Pav�ng Recans4rvctifln
D�E No. 2193, PW53-OE053017��30,fEe Na. Ft-957�, TIPW No. C't15�2�;15D951'{5
Unit 3: 1�9� CiP �roject — Gambr�etl Street (McCart Ave, 4o Frazier):
5ection A: Id�ater Improverr��rtts
Section B: �anitary Sewer lmprovemerrts
Section C Base Bfd
SecEion C: �aving Recanstruction Alternate A
5ection C: �aving Reconstruction Alter�ate �
DO� No. 2217, PW53-O�Q53Q1755Q4, PS5&07�5807464�, 71PW No. C115a2U1'55040575
Acfdres,sed to Mr. Gary W. �lackson, C�ty Manager af the C�ty af Fort Worth, Texas, will I� receiv� at the Purchasing
Office unkil 1:30 p.m., Octob�r �1, 200i ar�d then puUEicly opened and read afoud at 2:Qa p.m. €n the Council
Chamb�rs. Plans, specafcations, and contrac# documer�ts for fhis project may he obtained at the affice af the
Depa�tment of Engineering, Municipal Office BUiiding, 1000 Throckmorton 5treet, Fart Wor�h, Texas. A fRy (50)
dollar depasit is required for the first s�t af documents and additional sets may be purchased ot� a non-refundable
basis for fifty {50) do![ars for each set.�
A ma�datory pre-bid conference will he held Qn Yuesday, Octnher 2, �001 beginr�tng at 1D:00 a.m. in the
T'ranspot�atior� and Public Works Canference Room. I�aifure to attend the pre-hid conference sha11 result in
t�e re�eCiian of t�e bid as non-responsir�e.
The Affidavit staterrter�ts of the C'�rky of Fo� 1d�lorth i4ltinor�ty and WQmen �usiness En#erpris�s Spe�ifications
must he submitted witi� the bid at the tim� of bid opening. �ailure �a subrr�it the affida�it Statemer�t w�th the
�rid shalk r�s�lY in rejection af th� bid as nan�esAansive.
Su�mission of �ids:
'�he propos�l seckior�s (Unit �, llnit 2 and Unit 3) of the s�ci�ications and contract documerrts wiil be combined as
one cantract and awarded ta the responsi�e low bid�er far Unit 1, Unit 2 and Unit 3 cambined. This is a COMBlNED
PROJECT as defineci in Ordinance No. 1378'i . The off�mr shaN iist �II �iist and sewnd tier subr,ontrading andlor
s�ppl9er opport�nities. Ail otiter provisians of Atiact�meni 'f of Ordinance 1378'� app�y to this con#ract.
The cor�tractor is requlred ta submit Gooa Fa�th Effort documeritat9on wi�li all first and �cond t9er subcortiracting
andlo� sup�lier opportunit�es forthe er�t��e pro�ed.
For additionai infarmatian, please corrtack Mr. Michael A. Moya, P.E. witFr Halff Assaciates at 847-1422, or Mr. Go�al
Sahu, P.E., at 871 7949.
ADVERTlSlNG DATES:
Sepfemk�r � 3, 2001
Se�t�,m�r 20, 2001
:NTB 1
C�t4�PR�H��IStV� P1gTlC� TO �19D�RS
�OR: . -
i�nit 1: �outhside II 1l4�a#er iraonsmission �ain Gorrtract 3
Sections A, B, and C
�O� Na. 36��, ��-�6ai�09��43Q, f�S�s-0�0�801T532D
Unit �: 9��� Clk� �roject m�ayg �treet (��'to Ftemphiil�
Section� A, � a�nd G
�O� No. 3993 RW53�060�30'�7�4.3p, �if� �la. i�-9g75, C79s0�b993Q9�17�
Urtii �: 1��� ��� Projee4 — Gamf�relt Sfreet {l4AcCar� to Fra�ier}
Sectians A, � and C .
��I� Na. �21? PW�3-06053�77�500, �ife IVo. F�-�i5�4, C11�A28115040.�ii5
Addressed to Mr. Gary W. Jackson, City Manager oi t�e City of �ort Warth, Texas, will be received at tl�e
Pufchasing 4ffice u��til 1:30 P.M. 7hursday, October 1i, 2001, and then pui�lfcly opened and read afoud at�:UO
P.M.. Piar�s, Specificat'rons artd Cantract Docurrients far tftis project may be ot�taEned at #he office of the
Departmenf of �ngineering, Municipal �ffic� Building, 1000 �"hrockmorton Street, Fort Worth, Texas. One set
of pians and dneuments will be provided for a deposi# of Fi�ty Dolla�s ($50.a0). These documents contain
additional informatiort for praspective bidciers,
All bidders wiEl be required to comply with �ro�ision 5159a of "Vernor�'s Annotatec! Cir�il Statutes" of #he State
of Texas witfi respe�t to the paymenf of prevaiiing wage rates and City Ordinanca No. 727�, as amended by
City Orclinanee Na. 740Q (�ort Worth City Code SecEions 13-A 2't through �3-A-29), prohibiting discrimination
in emplo��rr3ent practices,
A rnand2ttory prae-I�id conference will is� h�ld an iuesday, �ctob�er 2, �041 �ginn�ng a# 70:�0 a.m. in the
irans�ortation ar�d Publi� iNar�s Cflnference Roam. I�ailure to attend the pre-bid conference shall resutt in
th� rejec#ion of the bid as nan-r+�sponsi�e. Bidders ar� encouraged to review the �roject plans and spec:ifi�ations
priar to the pre-�id conference and be prepared to ac�ively parficipate in the conferen�e. Bidders' questions will lae
ar�swered ai the pre-bid conference.
Bid securify is required in accardance with Paragraph 2 of the Spec9al Instructions io Bidders,
The major work on t�e above-referenced project shall consist of the following;
Unit 9: Southside 11 Ifi66ater iransmission [V�ain Corrtract 3:
�ec#ion A Wa#er l�ine Improvemerrts �as� �id:
16U0 LF 12" Wa#er Pipe
201 LF 12" Dud�le Iron Water Pipe Installed in 24" Casing Pip�
69U1 L� 8" Water Pipe
1�2 LF 8" Duc�le Iron lAla#er �i� Installed in 20" Casirtg Pipe
132 �.F 6° Water Pipe
4 Tans Duc:Eile Iro�t ar �rey Irnn Fittings for 12" or smaller water lines
�- 72 �A 36" ButterEly Valv�s and Vault
6 EA 24° Cate Val�es and Vauft
1 D EA 12" Gaie Va�ve wiih �ax
'� 6 EA 8° Gate V�ive with Box
17 EA 6" Gate Val�e wiih Box
, S EA 2' Cor�bination Air a�d Vacuum Release Valves
9 EA 6" Blowoff Valves with 4' Dia. 5ump Manh4le
�-�- 1 EA 24"x6" Tapping Slesve and Valve
7�A Remo�e and Replace Fire Hydrant Assembiy
CNTB�I
�
Saction A NVater Line lmpro�ements �ttemate "Ih":
17,8�2 LF 3B" AW1NA C-301 Concrete Cylinder Pip� •
493 L.F 36" AWWA C-301 Concreie Cyiinder Pi{�2 Ins�alled in Casing P9p�
987 L.F 24" AWWA G303 Concrete Cylinder Pipe
1 LS Fittings a�d 5pecials for 36n and 2A�" Concrete Wafer i.ines
493 LF Casi�g Pip�lTunne� Li�er for 36n AWWA C-3�9 Cancrete Cylinder Pipe
5ection A dVa#er Line Impro��ments Aftemate "�":
17,942 LF 36" Ductils lro� Water Pipe
493 LF 36° Ductile Iron Water Pip� Ir�stalled in Casing Pipe
987 �F 24" Duct�le lron Water Pip� �
53 Tons Dudiie ar Grey Iron Fittings and Sp�cials for 36" and 24° Ductile Iron Wafer Line
�#93 LF Casing PipefTunnel Liner for 36" Ductile lro� Water Pipe
�ection �: �anitary Sewer [mprovements
17D LF fi° Dudile Iron Sewe� Pipe
543 LF 8" Duckile Iron Sewer Pipe
597 LF 8" Sewer Ptp�
5 EA 3td. �' DEa. Manhale
Section C: �aving �econstructian [Rehabi�itation)
36,243 SY 8" Pavemerrt Puive�zation
544 Tons Cement far Stabilizafion of 8" Pulverized Subgrade
36,243 SY 3" HAMAC Surface Course
699� LF Remove Concrete Curb and Gutter
13,287 LF Construcl Std. 7" Curb and Gutter
701 SY Remove Concrete Driveways
1,343 SY Canstruct B" Concrete Driveway
380 SY R�move Cor�cr'ete Valley Gutters
2,1 �5 SY Construcf 7" Concrete Valley Gutter
176 SY Std. 4' Concrete Sidewa�ks
l�nit �. 19�� CiP Praject— �agg �treet (�"' Ave, to Fiemphili):
Section R: Water [�nprovements
27dQ LF 8° Water Pip�
20 LF 8" Ductile Iran Water Pipe
30 LF 8' Water Pipe
3 EA Std. �ire Hydrarrf Assembly
4 EA S" Gate Valve with Box
3 EP► 6' G�t� VaE�e with Box
2 7ons Dudile or Grey lron Fitti�gs for 8" water line
�ectian �: Sanitary 5ewer lmprovemerrts: iVan�
�ection C: P�a�ing �econs#ruction
, 9186 SY 6A Reinforced Concre#e �avamerrt
507� L� 7' Concrete Curb 8� Gutier
1�,739 S� 4" Concrete S9dewalklLeadwalk and Whe�lchair Ramps
2D S� Concrete 5teps
6805 5F 6 Concrete Dri�ew�ys
5 Tons HMAC Dri�eway Transition Pa�ement
'�` 642 SY B" Lime Siabilize Subgrade
27�0 CY Stree# Excavation
CNTB2
22D1 5F 6" F�sx Base Driveway
2228 L� Remave Curb & �utter
5�80 SF Remov� Dri�eways
12,305 SF Remove Sidewaiks, �eadwalks, and Wheelchatr Ramps
. Unit 3: 999� CI� Project — Cambrell �tre�t (Mc�ar# A�e. ta �razierj.
� Seetian �: �11�rker Impro�emerrt�
� �00 �F 8" 1141ater Pipe
10D LF 8° Water P9� t�y 04her Than Open Cut
' 1� LF 6" Wat�r Pipe
' 2D LF 6" Class 51 Dudiie Iror� Water �'ipe
� 20 LF 8" Class 51 �uctiEe Iror� Water Pip�
, 1 TN Cast Iron �ittings
, 6�A 8" Gate Valve wtth Box �
1 F�4 6" Gate Valve with Bax
1 E4 5td. Fire Hydrarzt Assembly
Sectian �: Sanitary Sew�er impro�emerrts
120 LF 8" Sani�ary 5�wer Pipe
20 LF $" C�ass 51 Ductile 1ron Sanifary Sewer Pipe
20 LF 4" Sanitary S�wer Service �ine
2 �A Std. �4' diam�ter Manhole
64 LF Asphalk Permanertt Pavement Re�air
70 SY 2" HMAC O�erlay w/ Wedge Miiling
�ection G Base �id:
�850 SY Remove Existing Sidewalk, Leadwalk, and Wheelchair Rarr�ps
-- 2Z66 SY Streei Ecavai�on
2624 SY 8" Lime Stabilized Subgrade
�0 TN �ime for Stabilizatio�t •
12 TN 7" HhAAC Transitian
20E}S 8F Std. Reinforced Sidewal�Cs, Leadwalks, and Wheelchair Rarr��s
320 5F Stcf. fi° Cancrete Drive�way
Sectiar� C: Paving Reconstruction Ai#emate A:
2471 SY 5" HMAC F�a�ement
1356 LF i Co�crete Curb & 1 B" Gutter
26� SF 7° Concrete Valley Gutter
Secticsn C: �aving Recor�strvcti�on /�iternate B:
2700 SY 8° Reinforced Concrete Pa�emerrt
1355 L.F 7' Attaehed Concrete Curb
60 LF 7" Cancrete Curb 8� 18" Gutter
Ineluded in the above will be all other miscelfaneous items of constructiort as outlined in the Plans anc!
Sp�cifications. �
�ubrnission of Bids:
The proposal sections {unit 1, Un� 2 and Unit 3) of the specificai9ons and cor�tract documeMs wifl t� combined as on
coritract a�d awarded 10 the respc�nsive low biddar for Unit 1, Unit 2 and Ur�rt 3 combi�eri. This is a C�MBINED
PROJECT as defined in Ordinance No. 13781. The offeror shall lisi all fi�st ar�d second tier sub�rYtracting andloe
supplier opportunities. All other pro�isions o# Attachmerti 1 of �RDlNANC� No.13781 apply to this ccar�t�act_
The cor�raclor is rer�uired tn s�bmit Good �aith Effort �ac,�mer�fation with firsi and second tier sul�ontrading andlor
sup�lier opportunities fo� the entire praject.
�` � P�-aualificafian Recauiremertfs for Water De�artEnerrt Wo�ic:
CNTB3
E
Th� w�t�r andlor s�nitary s�,�v�r impro��m�nts mtast h� p�r�oRn�d by � coritracior wt�o i� pra-qu�lifi�d by th� W�#er
Depa�tmerrt at ihe tim� of �id opening. A general carrtrackor who is nai p�qualifie�l by th� Water Depa�tment mu�
ernploy th� �rvir.es of a su�contractor who is prg-quafified. The proc�dure for pr�-qualifi�tion is ouf[ine� in ihe
°Sp�cial In�t�otions ta �idders (Waier Depa�tment}'.
Bidders shall, if aQp�icable, �denti€y on the last page of t�e propasal sedion the pre-quaEifed sut�cpntractar who shakE
in�tall t�e water andlar sanitary �wer facilities.
Faiiur� to list a sub-coritrador who is pr�-qualifisd by th� Watgr D�partm�rrt stt�ll r�sut� in th� r�jection af t�e bid a�
non-responsive,
AWARD OF CONTRACT: The City reserves the right ta reject any andlor a!I bids and wai�e ar�y andlor all
irregularities, No �id rrtay E�e wit�drawn until ihe expiration af fo�.y-nine {49) days from tfle cfate t1�e MiWBE
UTILIZZp„TION FORM, PRIME C�N7RACTOR WAIVER �pRM andlor the GOOD �AIT� E�'Ft7RT FORM
("Dacumenf$tian'� as appropriate is received by #he City. The award of cor�tract, if rr�ade, wiA be within forty-
nine (4S) days after this docuimentafion is received, but in �no �ase wi[I the award b� rnade until the
resp�fnsibility of ihe bi�dep to whom it is proposed to award ih� contract ��s been verified. �i�ders shall na#
sep�r�te, det�ch, or remo�e any �orfion, segment(s}, Qr sheets #rom tt�e c�ntract docurnent at any time.
Bidders m�ast complete the prvposal seckior�(s} a�d �ubmit the complete s�ecifications book, or face rr�jection of
the bid as non-r�sponsive.
Bid�ers are responsible for o�tairing all addenda to fhe corrtract docum��ts �nd �e�Cn�wiedging rec�ipt af t��
addend� by initialing the spprapriat� spaces on the PROPOSAL fotm. Bids th�t d� not �cknowledge receipt nf
aH addenda may be re�ected as being non-responsi�e, in#ormation reganling th�e status of adde�rda may be
,_ o�ta�ned by contacting #h� D�partment of Eng9n�ering at {81�871-79��.
in accordance with the City of F��t Vlsarih Ordinance, h1o. 13471, as arnen��� �y Ordinance No. 137�1, t�e City
of Fott V1Jorth has goa�� for the participation of minority business ente�prises arrd worrie� b�tsine�s enierprises
in City contracts. A copy Df the Ordinance can be obtaine� from the Office ofi the City S�cretary. The bidder
sha�l submit the MlW�� UTiLIT�►TION �ORM, PRIM� CONTRACTOR V1lAIV€R �ORM, a�dlor the GOOD
FAITH EFFORT FORM ("Dacumentation'�, �s approp�iate. 7he Dacum�r�tatinn must be recei�ed hy th�
contracting depar#ment no �ater ihan 5:OQ p.m., �ve (5) City business days a�ter the b�d opening da#e. The
bidder sha�l obtain a reaeipt from the appropriate ernpEoyee of the contraction de�artment to wtrom deli�ery w�s
made. Such receipt shall be evidence #hat t�e Dacumentatio� Was reCeived �ay the City.
The Managing Depa�ment far iMis project is the Department of Er�gineering. For additianal inf�rmation, pl�ase
cor�tact Michael A. Moya. P.E. of Halff Associates, l�c. at (�1� 8�7a1422, or Mr, Gapal Sat�u, P.E., Project
Managero�t#�e City of Fort Worth, De��rtmen# of �r�gineeRng at (81� 8i7-7945.
GARY W. .iACKSON
GITY MANAGER
GLORIR pE�,R50N
ClTY SECRETARY
A. DOUGLAS RAD�iill'iAK�R, P�, D�RECTOR
D�PAR T OF ENGINGEERING
By: � ' ^ l�
Rick Tr�ce, P.E.; P�lanager, Co�s�lting Services
ADVERTl51NG DAT€5:
Septem�er 13, 200'i
September 20, 2a01
CNT��4
; �„k a's
,
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�
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;1 � JO�: ��iJ1�l���DE li PF�14S� �
: � ��Ni'�AC���o i�i���CE� �ONS�°��JCi'R�N II��
��.�
�z
I� Phase 2
ilnit 1- Southside ll(52-G) Water Transmissian Main — DOE #2608 (Section A Altern�ate "A", 5ections B&C)
�, Unik 2- 1998 CIP Project— Fogg Street— DOE #21�93 (Sections A, B, G}
�i� of Fo�t l�orfh
l�Vinorrt� �nd V�domen u�ine�s �nfer�przse Spe�ifications
S���II•!!� INSi�UCT'I�f�� F�� �117��R�
APPLlCl�lilOh6 O� PULICY
�lf the total do11a� va{ue flf the contract ts $2�,000 or more, the ii�IWB� goal fs applicable. lf the total dollar�
i►afue vf the co�tract is less thari $25,UQb; th� MIWB� �oa1 Is not appficable:°" ',� _ _' -_
POl�1CY SiAi�{VY�T�i
It is the pcslicy ofi the Clty of Fort Worth to ensure the full and equiiable participatian by MinvritylWomen gusiness
Enterprises (MlWB�) in the procurement af all goods and services to the City on a contract�al basis. 7he objective
of the Potiey Is t4 increase the use of MIWBE flrms ta a level comparabie to the availability of MM1B�s that provide
goods and servkcas direcily or indirectly to the City.
N�llM�� P�t�JECi COALS
The City's MBEIVNSE goal on this project is 2$ °lo �f the base bid value of the contrack.
CO1V�P�IAid�1� i� �1� Si�GC1FiC�►TiOP�5
On City cantracts of 525,000 nr inare, bidders are required to com�iy wath the 9ntent of the City's MNVBE Ordinance
by either of the foliowing:
1. [�eet o� exceed the abave stated Ni1W8� goal, or�,
�. Gond �aith �Hopt documentatlon, or;
3. 1R�alver do�umentatlon.
�u����nr�� oF ��a��R�a �ocu�w�r�-r►�rio�a
The applicab�e doeumenis must ba recei�ed by the Managing Department, w�thin the fallawing times aHocated, in
order far the entire bid to be considered respo�sive to the specificatinns.
1. MMB� lliilixation Forrn:
2, Prime Contractor Waiver Form:
3. Gaod Faith Effort �orm:
�eceived by 5:00 p.mi., flve (�) Glty business tiays after the
bld opening date� exclusive of the bid apening date.
received by �:0� p.rn.� fi�e (�) C[ty buslness days aftee the
bld opening d�te, exclusive af the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening dato, excfwsive Qf the b1d apening date.
F�A1LU�� i0 C�NVP�Y W1TH �'H� CIT1f`S NVW�� OR�iNAMC�;1�911�L R�SULi I� iH� �ID BEINGl� �
—. _ ^ _� ,_P _.._ , _� � __ �__ � .� .—
- - - " � ;: '! : d F10A!-R�SP01�5lV� TD.SPECl�ICAifO[dS.. `- . ��l.
_ . . _ ^ �^ . CO�1SID�R� � � < < 4 _._ � � < < _� ^
Any questians, please contact the ��iWB� Offices at (81�) 871-61D4.
�
Phase Z
Unit 1- 5out�side I� (52-6) Water Transrnission Ma9n — DOE #2648 (5ection A A�ternake "B", 5ections B&C}
ilnit 2- 1998 CIP Project — Fogg S�reet— DOE #2193 (Sections A, B, C)
Ci� o� I�o� lf��r�h
�ino�ity and �vm�n usiness �nierprise Specificaiions
S���IAL !N�`f RUCT��NS FO� �iD��I��
APPLICAiI@N �F �QLICY
�]f the tatal dollar.value`of the: contraet l� �2�,000, or more, t,h, �. MIWB�. goal� ls. app�icable If.the tntal dnlfar
value ofi the cantract ls Cgcs than $25,U00, thp N�N�IB� goal is not appilcable.' � � *
.� _.. ., , . , — — —
�{�l�fCY 5iA`��IW�NT
It (s tk�e poficy of ihe City of Fort Worth to ensure the full and equitable participation by MinaritylWomen Business
Enterprises {MIWBE) in the procurement of all goods and services to the City on a cantractual basis. The obJeciive
of the� F'olicy is to increase the use of MIWI3� firms to a level com�arable to ihe availa'billry of M1WB�s tha# provide
goods and services cilrectfy nr fndireckly ta tf�e City.
�111�i1B� PROJ��'� C��►�.5
The City's MBE/UUB� goal on t�is project is �°� of the base bid va�ue af the contract.
GOiVG�Li�PJC� iA �ID S��CIFICAYION5
On City cor�tracts of $25,000 or mare, bidders are required to comply wi#h the Intent of the City's MlWBE Ordinance
by eEtner ot #he fo!{awing:
�i. N�eet or exceed the above stated �A1V�I�E goaf, ar;
a. Good Faith Effort dncurnentatlan, orr,
3. Wal�er documentatlon.
� SU�h�IIT�°A� OF I��(�U�R�U ��CUwflEt�YAilUI�
The applicable documents must be received by the Managing �eparlment, �r�rithin the follow'rng times allocaied, in
� order far the entire hfd to be considered responsiv� ko the specifications.
1. M/WBE Utilization Form:
2. Prime C�ntractor Waiver Form:
3. Good Faith ��fort Forrrt:
recelved by 8:00 p.m., �ive (5y C1ty business days after thc
bid opening date, exclusive of the 61d opening date.
PQGBIV�d by �:UO p.m., five (5j City business days after the
bld opening date, exclusive of the hid opening date.
received by 5:�0 p.m., five (S) City business days after the
bld ope�ing date� exclusive of the bid op�ning date.
—' . .:, . ' - --' --
FAI�URE i0 COMPi.YllbilllT'H iHE� ClTY'S iiRlWB� OF�DItdANCE, WI�L°RESUL7' IN THE �ID ��iNG" '� �'._
� � , --- �s�o�srv� � .
� ONSIR�fit�� iVOhE-R YO 5#'ECIFIC,4'FIONS: . �' - -
Any questlans, pfease contact the RI4lWl�E Office at (�17) 87'I-61Q4.
VENDOR COMPLIANC� TO STAT� LAW
'fhe 1985 5ession of the Texas Legislature passed House Bill 620 relative to the award of contracts to
nonresident hidders. 'I'his law provides that, in order to be awarded a contract as low bidder, nonresident biclders
(ont-of-State cantractars whase corporate of�ces or priu�cipal place of 6usiness are outside of the 5tate of Texas)
bid projects for eonstruction, improvements, supplies or s�rvices in Texas at an amount lower than the lawest
Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a
nor�esident bidder in order to obtain a comparable cpntract in the State in which the nonresident's p�incipal
ptace of husiness is located. T'he appropriate hlanks in Section A m.ust be �lled out by all qut-of State or
nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident
contractors to do so will automatically disqualify that bidder. Resictent bidders rnust check the box in Section B.
A. Nonresident vendors in (give State), our prinCip�l place ofbusiness, are reqnired to
he percent lower than resic�ent bidders by 5tate law. A copy of the 5tatute is attached.
Nonresident vendors iw (give State), our principal glace afbusiness, are not
required to underbid resident bidders.
�
�
B. ur principal place of business ar corporate offices are in the State of Texas.
BIDDER:
`�r� �T�e� L� nti � �� �.
� I 3� �, �.oa�
U
By: ! I'� V�/%� ��
{��e�� P�►t�
�
� � {/� ' Signature:
��i' ! W (� /�� �� ���D ! 1 � Title: '%� j" •
City State Zip {Flease print}
THIS FORM MUST BE RETURNED WITH YOUR QUOTAT�UN
�
T
CONTRACTOR COMALIANGE WITH
WORK�RS' GO[�P�NSATION LAW
�� Pursuant to V.T,C.A Labor Code Section 406.Q96, Contractor certifies that it provides workers'
campensation insurance coverage for all its employees ernployed an city of Fort Worth Project Number PW�''�-
460770140�3QIPS46-Q705801753241PWS3-D605301'�55001PSS8-070580174Ga0/C11S-020I1SO�fOS75
TRi- �C CONSTRUCTIO .��NC.
O TRACTOR
� By: �
,o _
t-
, , �� 5
r�tiE
r
� ' STAT� OF T�XAS �
I• ,^. COUNTY OF TARRANT �
i�
1- 3 -� d '�
Date
BEFORE ME, the undersi�ned authority, on this day personally appeared �i'�f,� GU�l� ��/ ,
fa�own to me be the person whose name is subscribed to tha foregoing instrument, and acknowledged to me that he
executed the same as t�e act and deed of '�`r'i ��- T��d-��� �. for the purpose and cvnsideration
therein expressed and in the capacity therein stated,
� L GNEN UI�[D�R MY HAND AND SEAL OF OFFICE this '� day of
��1� fl� . 2Q l%�
I '1 �
� J
Not Pu ic in and for
the State of Te�as
.�,�...�,..�
� JOl"C� WOMACI4 =
i ���Y � ' 4�teu'y F�II� �
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il.�i I ��
Phase 2 I� :x� �:� �� s t�"t'E ��_� c�' i�� ��i+f
Ur�ft 1- Sauthside 11 (S 2-6) Water 7ransmisslon Main DOE ��
Unit3-9998CIPPrnject- FoggStreet�' �,�. �I��j u ��� � �u
�� I
Citjl Of �Of'Q ��
11��no�ity and VYomen �usines� En���N���o .�N�����wa�»���
19A��lV�B� U'iI�I�AiIAi�
�1. i� i � I el Y[ C r•i �� fl� � .�+�^ � L r
�RIM� COMF'ANY NAME .
nuthside 2-G ConVact 3 Water Transmission Main
99$ CiP Proiect—Fo��e Street
PROJECT NAM�
CITX'S M/WBE PRRJECI' GOAL:'�/a
�
E
[i�;Oi d�fDf�e.$'-4u �' �'; f��� �5i G�t11,�U�1SIileSS:t]�YS:�Btt@F�Ip�4��1e11
., _ -t��� � � ;; �� , ,
� , eing considered nan-�es�v�sipe '�o L�1d �pec�fic�tiv,,ns. �� . '
�; _ , ,
oE�o��eei 11 ` � ' ° � —
BID DATE
�Q8 �2b08 PW77-06D770140430, P546-070580175320
b0� #2193 PW53-46�53D175430
PROJEC31+1UMBER
� MIWBE P�RC�NI'AGE ACFIIEVED: � v� �
trmentation�!,arid.��eceived by-the iWanaging�Dep�i�tment
� �---
, __ ........ .
f��, �xclusi�� ��' �id ��Aenin� ��t�x �w�ll rp��uyt ir� t4�e 'bid
. , . , . , . .
��igit�d �!��!��` ��ree� to;°��nte�� Into. a;.fQrmal �g�eemeint witki tFie".,MB� �nrllr�r:.l�'B� fF�i�g fnr:v�iori;�.listed �n ti11S
, c�ndltianed����on�e�eGutian �f.a �n�tra�at,�+3th �he���Ev �f ���# �nrth. �hp Ententional �nrilnr �noWing�
sent�t�on e�f,.:F��ts Is �ro�nds� $�r. �or�sitlera#lvn �►! �+iisqu�iiflcation a�!� �!+er� ��G����.!:� tha �!� ���nq �onsider�e�
onsive �g €pecifications. . � . , � � : : � � , � �, ' . . � ' ' � .
�
'�` ' ,
�a�, �nm�any-.�a�iiei`�:C�ritac! �$r�j�; �'"Csrtllied� �' - -��yg�j(y'`_AlI Contractinq�; ,�:y� Snecify,`All_.Iteins;to:,be'"` �: � ,.� �]q��a.r.Amounk��:-`�:
� ,�Addr�ss; ar�cl�'F�leehen� �� .. � , ��.,e� o� YIF�a?� S�j , ; I . , ���noiled�*) � � . 'll� -� . . . �, . ' ,
� , ' . ' � . '��', ' ' ,� ' . , ' . . � .
, . � . . : � � i � �rmT .' �� � , , ��.,. . . , �,. . -u G � . , M1 y' .
. � y h��`7 � ����. : �� � . �� I.�. � I: �;F ��� 'I' � �_ ��_ �
' � � ,���'!� 1��� , r,��r �;+,. �� �'.�,. . r�� ��r . ��� ,';� . ��..- `t: . i:i,�f�`�°�i.'.� �
. ''S ' wr'",i,t ;�;'� . . , ���`'�'.S' : i,y: .;..�.. „�, ��,:'_�; .;'i' r. _ti�;r;� ' ,. , _
. . � � ' •f.j'i1� f�� . : G. � „��' i �'�*�� ��.. `�"�� I ���' . . . r�l � �! , . . .
. . ,. ' . , � ' � �� � � h . ,. ��; �," . . . � . . , I
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'°'� IWIlW��s.must b� located In the:� nine coun market lace:u� currenil 'doin business i�i.th� mar3�et lace at.lhe tlrne of bid.; °`:' I?:'
,� i. . tY.�. P Y 9 P
`)° S�ify.al) araas in,whlsh �IYVB�'s aee� to.be.`udlized andlot Ite�is to be.supplied =: -„ � .;` . . " .' ' ' .
.., ,
'� �, oomplete.l�s�ing ot Items fo;ba supplied Is require� In�orde'r �d receive`sredit.toWard the_AAIWB�`goa) ,,�i` .,..
, ,.-.,: . . .
""j itlentily each 7ieP level.°���3�;.-'? "" ��� ���:'E'1er RReans the level bt subcnntracting:balow tFi� pririie contractarleonsullant, Le., a dlrect payment
�-� ,. ,, .
- ,. from trie prlme con�r'actor tti a subcontracta "r is considered 9'! tier, a payment by a subcontractor to
. �. ��. . ..
�, ._ �,_. Gt� supplier Is.Consldered a1°, tise : �
�HIS �ORAI9 WiUSY �� R�G�,IVEQ �Y TH� IV�ANAGING �EPAR7IV�ENT �Y �:UO p.m., FIVE (�j CITY BUSIN�SS I]AYS A�T�R BID
DAENING, �XC1�U51VE O� YHE �IQ O��NING DATE
�ey. s�tis�
t � 1 -,
Phase 2 �� �� A7TACNMEN�'1A
Unit 1- Southside Il �unit 2� �1898 C1P P oJeck n ogg Strae t#2DDE #21 gg n A Alt A, Secti�ns 68�C)
Page 2 oF 2
City of �o� F�or�h
f�inor�ity and l�om�n Busine�� �nterppise 5pecifications
�gl�l1�B� U'i1Li�►�IOA6
�,
'"— Certi�ed S ecf AI1 Contractin �` S eci ',All ltems #o be = �`DollarAtno�tnt° .'
Company Name; .ContacE Name, - P fY�� � � �� � � � . � :. � ' � � .: '
'' ''Adrfr�,ss:'�nd='ieleph[fne No;` v � i '"_ � `"� �.' .F Grnkie of IWo�{C I") � �'�...:r, , , ��,'�,,'.: 5upplied(" , g * °
.._,..--- �. � . ' ,. . �� �` � �.�. � � . ,�� ,
. . '.. . Q Yz407 , ' , , �:I � r���'� �; . � � , .. � �. � ..� � . , f . -'ti};4.�, .
� � . � � � . ��. . . . ' F. P � 5� , � . , ? C4',- . vi'- . { r �'.�. �a � - i
3 � ' . 'r,l' _3.i, ''�'.d:"JF � '� (�':.+`.' ,. � � „ ' .tif.'i" 'h��`'���".' ._i� . , ' f
J _ .�.F., � i..., i�. ii i n 41vj . : _�.!. .'i.? � �''. � 'li � �r+ ,'l, • . - '�
i� :�' ��' ,'i f'f� � i � r.�'' .'�Y AI. ^'°�[•,�' j- �}.�. ,iii ;�/:�
' .- . ' � � ie'�;w : '_ . . �� .. ��' - . � - . � ' � ' �
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n
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° ihe biddee furthep �grees ta provide, dipectly to the City upon requast� complete and accurrate info�matian regard(ng
���ctu�l wor1� performed by �i1 suhcontractoes� including iWB�(s) �ndlor WBE(s) arrangements submitted with this bid.
:�,, i�e bidder �Iso �g�ees to �liow an audit artdlor ex�mination v� any b�oks, records and irles held by theie compa�y that
'�'� will subst�ntiata the actuai woek perfo�rned by the IVIB�[s} andlor 1���[sj on this contract, by a� autha�i�ed officer� op
� mployee af the City. Any intentional andlar itnowing misreppesentation af fac4s wiH be grounds fop terminating the
,�� -�ontract or debarrnent from City wo�k for a pe�iad of nQt less than tt�pee (3} year� �nd for inttiating �ctivn undep �ede�al,
"'� St�te or Local laws conceming false statements. Any failure 4o corrtply with this opdinance �nd creates a materfal
l� I��ach af contpact m�y result in � determinatlon of an ir�esponsible offeror and bar�ed from participating in City work
�For a peficrd a# fime r�ot less th�n one (�) yeaP.
I �: �
; ��s and �I��s l9�U5Y �� C�RT'IF1�D �Y '�HE C!'�Y B�FORE CONTRACi A1�ARD
� � �^�. ���/��--��.� � +'oy �
�Authori�ed Sig 6re � Printed Signature/
� � �f � Contact Name �nd Title (ii different)
I �Title _ 1 � . , f
� I �' 7 • ...�..�G �! .� " ��� - �...��.�
� �r �'�Lf� (;,,�MS _.
' ' ompany P6ame ielephone R�umber (s}
� 4 ! �':,�� � � �-Q,�� ���� ....� , �' � �- �f�� -..31� ,
AddPess . Fax Wumber
�
� { . �/��-�-�, � � ���1��.� , , �� - � ` �� �
I Gitvl�tatel�in Code Date
i
TliIS FORM MUSi BE R�CEIVED BY �F �� �A������SIV� tiF 7HF B h OPE,NING DIATE�� �;TM BU5lN�55 {7AY5 AFT�R BiD
iZ �I��Rn
f
Phase 2 AT7'AChIMETl7'1A
Unit 1- SopEhside I� (5 2-6) Water Transmissian Main DOE #2608 (Sectlon A Ait "6", 5ections B&C) Page 1 of 2
Llnit 2-1998 CIP project - Fagg Street -- �O� #�193
City of �or4 F�Vo�th
4V�inority and 1fVomen �usiness En4er�prise Specifications
1���I�4lB� UTI�IZAT'I�N
�
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� r + ; 1 eG ��9 a �j� ' ..�. ✓� L -
F RIM� CqMPA�iY NAM�
5outhside 2-6 Cantract 3 Water Trgnsmtssion Iwlain
l99& CIY Proioct--Foas 3trect
PROJ�CT NAM�
CITY'S M/WBE PROdECI' COAL: '�/a
�
�
; :��ampanY;,P�amei:.Conta�t..Naiiie��i
. ��9ddfBQ�F�!?�F��@��10n9�'.i:ii'.�.
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4 i ;i'� '��{��i_' `2-f.:����i�' i'y'�L ��,'Y,ItiI'��
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. .,. . . .. . ,- . .. � .. , ._...�.�'
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+� , �`� n x� � �, 9
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r.lv����- k��-_376_S
�1 ye [ m¢� �,d l
P.o. ��x 71
/1'Inn�-4`, �[�� 7��6 3
7-Qpe-F-� ��f7�-�9�?3 �
��:��"ti�° SFecif;��;AII.Cnntractinci ���' � �. �pealfy':Allltems�.to b�,:
'+�'��� �� � , �� � �cop� �f 4+1+or� �"� �., . � ,. }��onliedt*� �. .
'* � -e. ' � � i � . . . . _ . . . � � �
�� .1L��y,�Q1 ' � � �
Y �"-F. ' .. ' .. �: i i� ", .' .I'; . 'i _
�, �L�r� . .'��.;.�'. 1..4���i� ,��'Yx� � �'di;� il��{�:1`I}:{il'"titi����� ,.�i�� �
� 'i' '�-� � .�.� . '. .�� . �I.. :��.��I�� � � � '! .
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5�r�r �`�`� �t �.
j r w�� � �- .� �-�-
.,�i c !� v r. �.�1 �� � - - -- — -
II �I ���Fo��l �f j�'''
lf�A-iqr� i ! K_ f�0 �'� -- /f I 1/LJ'—r�
__1�e r � 7 -_ a �c,� -: s-� rd � �
. - 1�o11ar Amount°�=
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i + � �
� tl + . I ' �� ����' . ,
q' {�.� -:'i`�'i' .. ,. •;,.�.�i� I
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`�:;�? IAlWB�s must.l�a ioGated ire th� 9�nlne) CTsuhty„iriarketplace or.currently doirig buslnssa in ti�e marketpiace,at the tirtse, of bid: ;'. `
. , - r � . ,:�. w � ;' ` r . , - : �: .�- � :, _ � ,
.� . 8peciiy.�ll �eeas in whlch ABW��,� �re io tia utili�ed andlor. items to �a supplled „� „ `.
� .. .. .
, „ _ : � �.
,"� � A_pomplete Ilst�ri� nt iteri'is tn ba su�iplled;is. Fe�uired In �orderr 4n recei�e,credlt,towar� the' N91VVF�lE goal.
;""'j ldentlfY aach �'ler level: � .' � Yler: Means the level inf subcontraat�ng b�lorrr tf�e prime contractorlcansultant,l.e.; a dlrect payment
' � ��ram the prlme cnntraetor t�.a aubcantraetor Is cansidered 1 N tler, a payment by a su6contractvr to
� � � its supp�ie� i�'consldered 2"d 4ier � .,' ' . , � ' .
�c�ot��r-�e9�Y I I - ! — C,} �
sin nATE
DO� #2608 PW77-064770 S 40430, PS4b-U70580 i75320
p�EN2193 PW53-Ob0530175430
PROJ�CT NUMBER
I M/WB� PEItCEiV7'AGE ACH�EVED: � ��
- — .,..,_ ,
.,, ..., . _.. . •
�,� 0'Q p.rm.��vb� �� C��r � si;�es� �+�vs �ff���sid �deni a�e�tlon,',and. �ecei�ed by; the �Vanaging Depa�tment
�� ' Y �
`� _ p xcf�,siv� of �1d �pening date, �►I]I res�lt in the bic�
sldered ���-r+�ponsl�e l�� L��� �neci�catfons: . � . � � � � � � � '
�i�j��d'hir�rier:a�l°eB� tO�,enter.lntd_a f^�,�?�!a� �tirr'eeiiiei�t viw'itli:tFie�l4ABL:andlor-:1�B�.�fi�ns�fa�:wo�k listed..in.this
cQnditioned' a�pun exe�uttnn �f a �contpact k�: ith �he ��Llr �� �er�. �yf►�.�h. '�'hs. @�!*pnt�c�nal ��±rt1nr �nnw�ng I
�nt2�Non �f ���+s is.�gpuun�s r�or �onsicferatiQ� �i �i�quali�c�tian �!�d wi�! r����lf :n �h� �t���pi!�g �on�eicier�d
; ..:.. �, . � .
n�ive t�a � ecitic�tio.ns. �. � . . � � � .: "� �� � � � �
,.�..��..s„ = P,. �. - � -- � , . . _ . ._ _ . ,
iHlS FORhA TViUST B� R�C�IV�D BY YH� 1411ANAGING DEFARTMEN� BY �:�D p.m., FIVE {5) GITY BU5INE�SS �AYS AFT�R Blfl
OPENiNG, EXCLU5IVE OF TH� �1D OP�NING DA7�
Rev, 612198
. ...... r.�--__r.r.�-� �.s�il�",..._ __.. .__,,._..,...�.�.._�.._,,.. - -�.. "
9fk6::V+CS� _.seR ': f_ • ti+ YYd '�+'"'"�'�� - - '
i� 1 �
� Phase 2 ATTACHM�N71A
Unit '! - Sout�side II (S Z-8) Water Transmission Main DO� #26D8 {5ection A A1t "B", Sections B&C) Page Z of 2
� Unit 2-1998 CIP praject - Fogg Street— QOE #2193
� City af For4 ►�9lorth
Minority and 1�Vomen �u�iness �nteYppise 5pecifications
� � N�B�IIa9��E U�'I�l�1ifO.fV
!:�� :'Company Name; Contact Name; =;Certl�ied , 5pecff_y`All Contractina �' S,eci Ali ltems to be
p
� �1t�c_iressF arid Y�1aphOlt@ NQ '_: ��epg of.WD1'k ('"} �uRuliedi"� -
$i� � ' � � � TxbdT � � � � . I �� i �
y�::, �. }i,. ;�,.:�.,�i. �,,i,i . .,i:��� � ' 7 i�H�'+Sr_�. ' . ' , , ' , . ' I . . �,..
. , , , , n ►�V�;� , , . �'�
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g T �: DolfarAmount
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�he bidder furfiher agrees to peo�ide, dir�ectly ta the City upon r�ec{uest, complete and accurate informatinn regarding
ctuai wo�1� perto�rrted by all subcontractor�, including 19���(s) andlor 1dVB�{s) arrangements submitEed with this bld.
',� fihe bidder also �gpees to �11nw an audlt andlor examination of any books, records and files held by their company that
�ill subst�ntfate the �ctual wor� per�ormed by the .f�l���s) ar�dlop Vil��(s} an this contract, by an authorized officer or
emplayee of th� City. Any fntentional andlor knowing �misrepre$entatinn nf facts wil! 6e graunds for� tePrrfi�ating the
�... contract or debarme�rt #p�m City work for a period of not less than thres �3y yea�s and t'op initiat'rng action uncle� Federal,
`�� State or� �ocal laws conce�ning false 5tatements, Sny failure tv camply with this ordinance and ceeates � material
�reach of cant�at rnay �esult tn a deteemination af �n I�ee�ponsible offer�oP a�d barr�d from participating in City wo��t
or � pe�ind of time not les� than one (7y year.
` � L MB�s and WB�s i�USi �� CEFiTIFIED �Y iH� CI7Y �3��OR� COMTRAC�' AId4lARD
� _ � �<-/s�R - � o �r���t
�
`, Autho�i�ed �� ature�,, � Rrir�ted Signatur� �
� �!� � .
£ � �� ��� � lt r n�� f � i'J C�_.
�ompany Name
f'; I � � �'.� � - �.v �,�J . �'� �' .. a
dd�ess
�=� � � f.t/� �� �� � T� x %'�� ��'.�-.
': CitylStatel�ip Cade
Gontact Plame and Title (if difFepertt)
� ! 7 - �- 9� - � .�l/
�elephane tdumbe� �s)
� f % � �1��-- . 3 l� �� �'
Fax NumbeP �
11�7-�%
Date
THIS FORRA �AUST �� E��CEIVED BY THE AAANAGING REPARTNiENT BY 5:Dp p.m., F1V� (5) C1TY HUSINESS DAYS AFTER BID
OPEI�IIdG, EXCLlJS1YE OF iFl� B1D OP��VING aATE
RB►►. s�2r9s
r�ry�� 7 �nt1 � nf flit�rlimri�f 1 A rr►tirf lir► rnrriv�+rl 1��� 1f��+ ���n7rfi,�r� Ilr��,�,r1r»n3�t
_ ..... . .... .... . ... ._ _. . ,:.,.,. . ..
. .. . . ... ... ... ___ ..._.
. ..�.. .:,<.�.:.:�;�, . =v..,>��
PHASE � ATTACHMENT 1B
Unit 1- Southside I! (5 2-6) gransmission fV�ain DOE #2608 (Sectlon A AI#. "A", 5ections B&C) Page 1 of 1
Unit ��'9998 CIP PPaject - Fagg Street - DO� #��193
City of Fort �Vo�th
, f�linority and �lamen �usines� Fr�terpr�ise 5pecifications
' �r�ime Cor��f�cto� 16idaivep
�1.. ^� / 5outhside II 52-6 Contract 3 DOE �2608
1 t i `!� L� C. D y S`� .�j�l L 1998 CIP Proiect —�onp St
PPime Company idame Ppo�ect E�ame
D0� #260$ PWi7-08077D140430, P546-�70580175320
8���..�$�tjQ�. j � - � - � � ROE #2993 PW53-06053017543D. C115020115095115 .
Bid Opening �ate ProJec# N�amber
It both �nswePs ta this form are Y��, do not compfete Ai�'ACHI4A�Pl71G�Good Faith �ffort �orm).
A11 questions on thi� form must be completed and a detailed explanation pro�ided, if app�icable. lf
the �n�wer to eith$Y questian is PiO, then you must complete A�ACH��i�i 1G, This form is only
appli�able if both answers are yes.
. �' w_�_ , '
` zv,
�III��,.44'CL��l�t�t�:s� ��$;�f��{,���,4t+����;1fIPP��,�i�� �p�,PBC-Pt�A��_�y,_it[ie'�Ilaii�qind+�¢�eaartir��n�,���oii�+o�
� r�:�►�,ry�n�- � •�4 ��t � a. � � . .: , ,. , .. . excl� s�ve;;�#��h�'•�!�'°� �nin ��+t!w*�t
�e� 5�:�)���,�:��ii�de �a��,�1�Y�'�..i��ress�'�!a}r���iter�bid�.�y��nq�q�' U !� �
:�ll,� '3�1���h*1,Q EJ,� � �' � _ _ . �' � . . . , I „ ,.��.y ,.;r ,;. �,.�, �� {� - r,w:���,,.
� �" h' �� oing �r:g1�t�� �nonsive, L�a h!�i��bec�f3catb'risi��'��I���%x,'� �,� ���IJ��'�VS�'�, ;i:;..
; �'� d�'nnri-E� . � � �ti. �t: � . ��
l�il! yau pe�fopm ihis entire contp�ct wsifihout �ubcont�actors? l�e� �P10
1! ye�, p1e�s� p�ovide a defiailed expl�n�tion ih�t ppaves based on �he si e�t�d �cope of
�hi� proj�cf, this is your normal bu�ines� nractice and p�ovicfe an operational pro�le af
your bu�ine�s.
1dViH you pe�fopm this entire can4rr�ct r�ithaui sup�lie�s? Yes IVa
I� ye�, plea�e peovide a det�iled �xpf�r��tion �hat prove� based on the si s and scope ofi
Qhis project, ihi� i� your nopmal h�sin��s pPactice and provide �n inven�o�y profile of
yQu� bu�ines�.
�'he bldder furfih�r �g�ees to p�ovide, direetly to the City upon requesx, complete and accurate
info�matbn regar�ing actaai wopk {�e�formed by all subcontpactors, includir�g IYI��(sj andlof
Id���{s) on thi� contract, the payment therefore and �ny p�opased changes to the opiginal F4�B�(sy
andlar �� (s) �rr�ngement� �ubmltted with thls bid. '�he bidder also agrees to allow an audit
andlor examin�tion of �ny book�� records and files held by their company that wfll substantlate
the �ctu�l woek perfarmed by the R�B�(s) �ndlo� V�BEtsy on this contPact, by an authoriYed officep
op emplayee of the �lty. Any intentivnal andlnr kr�owing miseeppesentation ai facts will be g�aunds
for terrninating the contract oP deb�pment from Cit}1 work fap a pepiod af not less than thpee (3)
years and far initfating �ction under �ederal, State or� Lacal laws concerni�g false statements.
Any falluee to comply with thls ordinance and creates � mate�ial bpeac� ef contract may eesult in a
deteemlrt�tion of an ��responsible offe�o� �nd barred from paeticipatir�g In City worit fow a peeiati n�
�ime not les� than one (�i) year. �
�� �
�uth ' ed Signatu�e
��r �"�
iitte
l�f � ���.� �o�vyr' ��
Company R�ame
II�� � �. f Qo� ����.
�dd�e�s r
{"-�- . 4�/nf �� �i } ! x �-�1��
1 �A� l�1/ao �ti
PrEnted��igna�ur�e �
I � y
�on��cfi R�ame (i� different)
��7'y��-s���
Gontac4 Yelephane Number (s)
�'� � - �y�-3�y�
��x Number
Rev. 6l7J9B
PHAB� 2 ATTACHM�.NT i �
Unit '1 - SouEhslde Il (S 2-6} Trat�strrissian iVtain DD� #2fr08 (5ection A Alt. "B", Seckions B&C) Page 1 of 1
Unit �� 1998 Clp Pro�ect —�vgg Street -- DDE #2193
City af �ort �vrth
iVlinority and 1d41omen �u�iness Enterprise Specificativns
Prime C�ntractor l�aiver
Svuthside II 52-6 Conkract 3 DOE #2606
1 r► -[-� ��, �� G 1998 CIP Frolect- Foua St
F'rime Compar�y Name ProJect Flams
[?O� �f26Q8 PW77-060770140�430, P546-07�58D175320
� .������p-�g;�gg� � �-� - �}t QOE #2193 PW53-06053U17543Q. C11502Q115095115
�id Opening Date Project Numbe�
l�ilf you pe�for�m 4hi� entir� contr�ct without subcont��ctors? Ye� ��
If yes, plea�e p�ovide a detailed explan�t�on that probe� based a� the si e and �cope of
this p�ojecfi� fihi� i� your normal b�sine�s practic� �nd provide.an op��ationaE pro�le of
yaur busine�s.
Y�il1 yau p��fvrm thi� ��tire contr�cfi w►ithout suppliers? Yes R1cs
If y��, plea�� prv�ide a de�ailed explan�tion th�t p�ove� based on the six �nd scope of
thi� project� this i� your narma� busines� praciice and provide a� inver►tory profile af
your business.
�he hldder fur�her �gre�� to pro�fde, clirectly to the Gity ppon pequest, complete �nd accurate
intormation regarrling actual wv�k p�riormed by all subcontractors, including IYIB�{s} andlor
1+9r���s) on this contract� the payment therefore and any peopo�ed changes to the originai ANB�(s)
andtar ldVB� [s) �r�angem�nts submttted wi�h this bid. The t�idder� atso ag�ees to al�ow an aadit
�ndfor examinativn of any hoo��� reco�ds and flles held by theiP campany #hat will substantiate
the actual woe�t pertoYmed by the Hfl��(s) �ndlor d9lBE(s) on thls contract, by an autharized office�
a� employee o( th� City. Sny �ntentional ancfloe knowing misrepresentativn vf facts wtli be grounds
for tepmin�ting the contract or debarment trom City worF� far � period o� not less th�rt three (3j
yea�r� �nd ior Initi�ting �ction u�der �ederal, State o� Local laws conae�nfng false xtatements.
A�y f�ilure io comply wlth thi� ordir►ance and ar�eates a m�terial bpeach of contpact may re�uft in a
determin�tiott of �n irrespc�n�ible aff�por �nd bapred from participating in Clty wa�k ior a perioci of
time not les� th�n on� {1) year,
, � �/"�::� ,�a
�l�uthori 5ignaiu�� �'�
� ��
iltle
� �� �.%00��j
Printe�d 5ignature i
Cortt�ct Wame (if different)
i �� -��►�L � C�h �� .��.
Company i�ame
�+��� �-. L.Q�P ��>�.�
�Icfdre�s
��- �v !'� �� �� �� �
� � 7 - Y 9� -.� 3�1
Conta�# f elep�hone tVumbep �s)
��� � � �y��3�����
�'�x I�umber
�a , �.�
If bo#h �nswer�s ta thls form ape Y�S, do not complete A77ACH�IENT 1C(Gaod Faith �ffon Form).
All question� on this iorm must be completed and a detalled explanation provided, if applicable. Ef
t�e �n�wer to either� question f� iVO, then you m�st complete ATTACH�iENi'fC. ihis farm is only
applicable if �h �n�wer� are yes.
.._...._.,.. ._.._. _... .�_ . -
,,.,:�.����, -
, _._ ._. - _.., ,... _ _ .
. ........ ._ . _ .. ..
�
P�ase � ATTEICHME�T 1 C
lJnit 9 p 5outhside 1! (S 2-6j Water Transmission Afialn DDE #26D8 (Sectinn'A Alt "A", Sections 88�C) Pag� 1 of 3
EJnit a-1998 C!F' P�oject -�'vgg St�eet � DD� #2'!93
{�I$]/ A� F gi�t �erfih
I�+Ilinarity and 1�omen �u�in��s �n���pri��
�00� �'AIiH �FF��i
�_---
I r;-��eG ti� Ah i�` �...�� �. e�t��r-�:-�e� i a- �-�,
Prime Company f�ame �id Date
5outhsfde II (52-6) Contract 3 Watev Main �OE #2608 PW7T-p6Q77014043D, PS46-070580175320
1998 CIP ProiecE — Foaa Sireel _ �Q� �Z� g3 PW53-06053Q175430. C115020915Q95115
P�oject Wame Ppoject Num6er
J
If�youu have failed to secpre-:MlWB�,:,nsr#�_r,ipatioro,;,arsd;yov.have°suhcontracting andlor,s�Wpplier �uuortunities or if
your AAiWBE partic�pa#ion.is less,than, the City's projecf� goa1, you must �arriplete this form. _ __ �
If khe bidderr's method o� compfiance with the f�A1F.�1�E gflal is ba�ed upon demonst�ation of a
"good �aith effort", �he bidder w►ill have the bueden of correctly and accurate�y preparing and
�ubmitting the documen�tion pequi�ed by fihe Ci�y. Compliance with e�ch item, '� thru 6 b�low,
s�a�� �atisfy t�e (3ood Faifih �ffort �equiremen4 abseni p�oaf of fr�aud� intentional andlo� �nowing
misrepr�esen�tion �he fac4s or intent�onal discrimination by ihe biddep.
�ailu��`����'�!�^�pi�t�; �h�s ��r�m, �n: Yt$ ��++lrety �vlth �s!��PPortln� �gcu►�nentattinn, �nc�'��ce�vQd �v.'::the
1V�ana�in� �ep�rtment.rrn c�r �gf�,.*.; �:�n �.m. fvR .�5y Ci#y �usinpss �i�ys..aftec bid apening, �xc�usi�� oF bid �
opening d�tg �» _ _ W+�1ng,Cansid�red,hon^re�pvnsive,ka bid_speciflcatfQns,
; . , - � I r�$��!t 3n th� hld ^ ^ _., �� , . - -
1.) Please list each and eve�+ subcantracting andlp� supplier� o�portunity (DO NOT LIST NAf��S OF �
��_ RMS} whlch wifl be used in the cnmA�e�inn af this project, r�egapoless of whethep it is to be provided
by a�IY19�dB� op non- iW{d���.
{Use addrtlonal sheets, ff rrecessaryy
List of: Subcantract��q�O�norEunities, ��st af: 5upplier Opporfunities•
�Q � c �-t�C- �' r � �. f� .�. �j _ , �99 �. �1 Q M� �
i
� r k L �{ r� ,�vy�
U
���.1
�•
�° Sa�d
CQ�C��Q, '� � i
��n m7�
,
� c� � c �--t�.
� �c � r s,
��r ��� � �e ��r �P,�S
�� �D��
�arr�4 cn,�t,�j.
�.''v � ' "�-
G�r►�,r-�.� � P ° �'''� .
�r / �Q ������F
5�% ha 1�` ��5�1 �20 �� (rj i kY� /E� �?1 l�a �`` L; 5�
�_ � .
Phase Z AlT/4CHAfl�MT 7C
Unit 1- Southside II (S 2-6) Water iransmission Main DOE #2608 {Section A Alt "A", Seotions B�C} page � of 3
Unit �-1598 CIP Project— Fogg Stree.f � DOE �'2'f93 �
a.) ❑id you obtain � c�rr�ent list af i�14lR,�B� firrrfs frvm the City's MMfBE Office? The list is conside�ed in
camp�iance, if it is not mo�e #han 3 months old from the date of bid opening.
�,Yes
fJo
Daie nf Listing �1 g ! ���
3.) Did you solicit bids from i�ilWB� firms, within the subcontracting andlor suppqer areas pre�lously
listed, at least �en cal�ndar� days prio� ta bid opening by mail, exclusi►►e nf the day the bidS aee
opened?
�Yes If yes, attach 14��� maRl list�ng to inclade name of firm and address and a dated
� Alo copy af I�tt�r mailed.
d.) Did you� soliclt 61ds fpom NVI1d�d�E fpms, wititin the subco»tracting andlor� supplie� areas previously
IPsted, at least ten calendar days prior to bid opening by telephone, exciusl�e of the day the bids ape
opened?
�Yes � If yes, attach list ta include name of 14AlIMB� firm, ep rson contacted,
No phone number� and date and tlme of cantact.
;MO�� :' �A fBIGlt�m�l�-_�ii�l! �.+� !l��� t� �!�*no�ti► �uit� eitfiR_r 3'�� 4; hi�t°-may nnl-�ia^ �c��;fOf �Q�h: jf � f�Cgirf7il�
'!s Ka���. �attach th� �a�r �nnfirmatior�j� yvhfrh 3� Ea ��rnvir�� �VAf'�VBE i�am�, �iate, �dime, �ax f!l�m4��*r �n�i
�locumentation ��xea: � � � � . . . � . � � . � ; � � . . .
.,_,. , ,
PlDi�: �f �'$1C°II���of IiAfWB@ �ig;�g►�':(}p•l�ss; the ht�lde�:must crintactthe`?��±+�ra`{igf fri�hA In�rnrr�pll�t7C�:Wlth
: �n ,.� n.. - - - _
CjtJ@St�OnS.:i w!�� �. Sf �$ic�li�t nf. f�A1�VIg� Es anpre'�han terr, �if1# �14�[�@i' F:1Rsrf �.nintar_� �at Ipast Fwn.thirrlsr �lf
#he l+�t b�yt no����ss tha� �en �� i�e ��i c�?!�p�iance �w1tl�.questians � �!�!d �4. � � ' � ' � ' �: . � �
5.) Did you pro�ide plans and �peclfications to potential ANIV�B�s o� information regarding the locat€nn of
plans and specificatiflns in order� to assfst the f�IWB�s7 �
�Yes
No
6.) If i�A1Vi1�� bids wePe �eceived and rejected, y+ou must:
{1) �ist the NIIW�� firms and the reason{s} fop pe]ection {i.e., quotation not commercially
weasanable, qualificatians, etc.) and
(2) Attac� affidavit andlor doc�mentatlon to suppoet the reason(s) listed below (i.e.. letters,
memos, bids, telephone calls, meet�ngs, etc.)
(Please use additlQna! sheets, !f necessary, and aftach j
Company Name� �� Telephone Contac# persan 8cope�of �or�k Reason fo�
�ejection
��av��� �P Sor�S fl7? S40�f 19��c�x!• I-j+yti�C- Qa��'s.,1 • r?/�t� 7'�e fo�.t.•
�i4�,,r�1r2� �n�i, �C�t_ 1�7�"J���' � `i<,/�_,,�� ...-• _.__.— �r�r�[ rP.� J_ �7i � •
I�-- �. _ ...
�
Phase 2 ATTACHIWENT 1C
Unit 9- 5outhside ll (5 2-6} Water Transmisslan Mafn a0E {�26D8 (Section A Alt "A", Sections B&C) Page 3 of 3
Unit �-'1998 CIP Project -- Fogg Street — DDE t�2193
ADDITI4NAL �HFORiNATIt3N:
�lease prro�ide additional infarmation you feel wilf furthee explain your good and honest efforts to obtain
�1�1B� par#i�ipation on this �poj�ct.
� �� -�- � � m � E � �ti,�.. �� r� � C S� �' �"��.�� �.� } �"J r �r� 5 "'�o A a rr-e.. 't� rh
�
d �'ra,�ra.�. 1, t�-tr-�` 1�fr��� ��'c.�,� 0"'.���'���. r,� �r /�ran c��i
1 .
Q � �i� �11 c� � c� i''M 69 .� �. P� / • }r' � ��i t�f f9 i� �.R�`� � �i r . Q Y! � �l/LI � !�/rJ74
t
' �0 4,r ��r�[� r �n,• l� "�� /'? ��t'Y! 1� l� T �'ttfJ .%�. ��J �% �/�' l /'/�� �1/.�'S
r�n�_ r�e-�k � �
ihe bidde� fu�iher �gr�ees f.o ppvvide� directly to the �ity upon �equ�st, complete and
�ccur�at� info�m��ian r�gaeding �cfiva�l wor�t pe�e�med on fihis cont�ac�, �he paymenfi
th��eof and any prvpos�d �h�nge� go ihe origin�l �r�angemen�.s submiified viaith �his bid.
ihe bidd�� �Iso �gre�� �o ��low an audi� andlor examinafion o� a�ny boo�ts, r�cvrds and
�iles held by fiheir� cvmp�n� fhai v�i�l subsian4ia4e the acte��l �or�k petrformed on fihis
cont��c4, by an ae��hori�ed of�icer op employee of fhe Gi#y.
Any in��n#�on�l andlo� kno�ing misrep�esentaiion o� fiacts will be g�ounds �or
4erminafing fhe con#�acg o� d�ba �rment fpom City w�r�k fo� a period oi no� less 4han �hPee
�3) .ye�r� �nd for� initi�ting �ct�on unde� �'edepal, S�fe vr l�oc�l lawrs cencerning �al��
sfatements. i4ny� �ailu�e to comply w►ith this o�dinance and cr�a4es a material breach of
cont�a�4 m�y r��uli ir� a de4�rmination of an irresponsible of�eror� and b�rred from
participafiing �n City �ork fio� � period of time no� less �han on� ('�) year�.
T'he under��igned ce�fifies 4h�t fhe information provided and fihe �IV'���[s) li�ted
�o►asfw�er� ��n�cfed in good f�ith. 14 is urtder�food 4hat �ny IV�1W��(s) listed �n
�ttachm�n� 9C v�►Ell be con�c#ed �nd��h� reason� gor no� using fihem will be ver�ified by
#h� Cify's R� �� �gfic�.
� � � /
`��''��"��"'���€. � ��?,La �r./r� ca �.��
Aut�o�i�ec�.i � natur�e ,,� Printed 5ignatufe �
j� ��� ��.
�r �ti�
r i w l�c-�r C��a s� .,��c .
Company f�ame
!13 � �. - �o�� �'�9 �.
Address
FY-{- . ��,-��--� �i��C ����� .
CitylStatelZip
Co»tact fdame and iitle �if diff�rent)
�"�� ���` `� �/ �� � �..��%
Telephone idumber�s}
;� F
� P `� �,:�� � .� � �,� l.� � f
Fax f�umber
� � �� ��� � ��
Date } p,
. ,. . ., ._ __. . _ . . _ . _... -
;S i,;:'r'n,�,,,ty . ,e.;ai'f-�tfsl'N3��7.i^ . _
t �
�1'� i
Pt�ase 2 AYTACHfl�Ei�IT 1C
Unii 9- Southside �! (S 2-6) Water iransmisslon Nialn DOE #2608 (5ection A A1t "�", Sections 6&C� Fage 1 of 3
Unit 2-1898 C1P Project -- Fogg Street — DOE #2193
�I�j' �� ��� �8��1
IUYin��ity �nd !d�lom�n ��sine�s �nte�p�ise
���L7 �'Alib �FF�RT
�r� -- T�� � ��rr��'�� �v'?� • t� , 1i t --�i
Prime Gompa�y Nama Bid Date
Southstde II (52-6) Cantract 3 Water Main �qE #2608 P1M7-060770140�30, P546-07058D176320
�998 CIP Proiset —Foan 5kreel �DQE #2193 PW53-460534175430. C1150201'k5095115
�pojec# F�ame P�nject Alumber
,tf:°yol�°`liave'��ailed'to �����*�'��Ng� {oarticination� and you''�have'su6contract�ng andlor supplier,opportunities� or irt�
yoe�w;l4AlWB� partiaipation Ss s�a4 than the City's prvject yaal, ylau must complete this�foim �,.'�� ��
1f the bidder'� me4hod of compliance w►ith the i4�1l��E goat is based upon demortstration of a
"good faith effo�t", the bidder will have the burden of cor�rect�y and accur�ately preparing and
�ubmitting the documentation �equired by the City. Compiianc� w►ith each item, 1 th�u � below,
�h�ll satisf,� the �oaci ��tith Effa� �eqvirement abseni prnof of fraud, intentional andlo� knowing
misrepre�entation 4he faci� or intentional discrlmin�tion by �he bidde�.
F2�i{U�� �� e�!*!�iete �lh3� �o�°lil;`'; }r►� '�tsr"'��f�r�tv tll+�±�3'' ��iopo�rfii�g e�oGiimpnt�ti�n:� �nd peCp�y�rl`" b�/ �he
�ar�agin9 L�pa�tment ��� ��r L�fQt� ��o�.p.m. fi�� �5),.Citp� �����nes$ �ay.s ai��� ��� c�p�anin4,.�Yclusiv� of bid '
�_:; .
apetti►i�g date��w!!! �e�ul! �� �fi���hid.bein� �on.sirisee,d ��t�-responsi�e ta �i8:specificatian�. ,
1.) Flease list each �nd every �ubcontracting andlop suppfie� opportunity {DO N07 LIS7 iVAMES OF
�l. RNVSI whlch will be used in the completion of thi� p�oject, regapd{ess of whether it is to be provided
by a NIIWB� op non- RlI���.
(Use additlonal sheets, �f necessary)
�
i�� ,
� ��
�
f�
,�
1�
�
List of: 5ubconteactinp Oanartunities
��r n c rQ/�. ��--r k C�` u r-t� �.
s
1 r�c,L�` (I
F�i
� s�.�r
� 4 �1 � �(./�
� �,"�"I_ � r5
��r��o��e. 1 �Ie��
�u.� �P n �
�a r~r r C�1 ��
r.�(Jr r
List af: Suprilier Op�ortunities
��� ��
r-� i��e..� ��� �, `
�U`o �crr��{'
i�IC�ct�S�✓P1,N3� 4r'S�
� �` .
� G����� ���� ��
r '
P�ase 2 ATTACH��A1T �C
Unit 1- Southside II (S 2-6) Water Transmission Maln DOE #2608 (Section A Alt "`B", Seckians 68�Cj Page 2 af 3
UniE 2 d 1998 CIP Ppoject — Fogg Street e �OE #2783
2.) Did yau obtain a current list o# A�YNVBE firms from the City's �IYIVRlBE Office7 The Iist is considered in
c�mpliance, if it is not more than 3 rr�onths old froEn the date of bi� apening.
,�,Yes
Plo
Date nf l.isting � ! � _I�
3.) �ici you svliait bids fpom MI1�BE fipms, within the subcont�acting andlop supplier areas previously
fisted, at least ten calendar days prior to hid opening by mail, exclusive of the day the bids are
opetted7
X Yes If yes, attach 14Al1��� mail listing ta include name of firm and add�ess and a dated
Wa capy of letter mailed.
4.) 9id you solicit bids ��om {�IWBE firms, wit�i� the subconiracting andlor supplier areas previously
fisted, at least ten calendar days priar.ta bid opening by telephone, exclusive of the day the bids are
opened7
x Yes If yes, attach tist to include name of RflIVR�BE firm, ep rsan contacted,
Pdo Qha�e number and date and time of cantact.
' ����7 � ,A 'f8�simil� �r..�Y �'6 ��!gp� �� ��n!??�IV �AF!!h �ifltic�rr � @!' 4r �u# 1!*?y n�t �� e:���-f�� h�th; �f � facs��;�iQ:. I
'�#�'� �aRr�� �tfac� �!!9: ��?c cx�nfirmatian, w�!rii�# i� �tcr �rorride 1�11d1rR� �?m�t �a+�, ?imer �aY Aidmhar �nd �
t�,inw��m911�e�1(?11 t�74BC�, . , . ' . , . . . . . �
T!�DI�:�LLI�{�a'S1C'�ig,.nf �1d114R13�Y����$il t�ip I�SSt�t!'�9 �?ldd�r'!�1Lc�rci�nta�t fhw��anfipe�� lict`in'�K� li� r�m�Ela11C8 Wlth .
tjtl�stiQ�S 3 anti.�.� P¢ a �i� @!st �� I��� Ms P11�P9 �!!?!] ��en� '�h!� �idder �rn�cf �nntaY� �# �I�a�4'�►�-t�i1TdS''O� �
:. ..n:�,GA:. . . . . .
the��l�t bwt not les� thar� tan t�� �� �n rc�m�li�1�C9 �.vith.questiolis�3��n[! 4. � _� . � � � � � .
5,} Did yc�u pro�ide plans and speciiications ko potential NilW�Es or inforina#ion �egarding the locatian of
plans and speci�ications in orde� ta assist the i�l!liVB�s?
� Yes
No
6.) Rf IViIWB� bids we�e �ecef�ed ar�d rejected, you must:
{1) List the [+lRI�B� firr�ms and the reason(s} far �ejection �i.e.� quotatian nat cvrremerc{apy
�e�sonabie� quali�ications, etc.) and
(Z) Attach affid�vit andloP documentation to supporrt the eeason(s) itsted below (i.e.. letters,
memos, bids, telephon� calls, meetings, etc.}
(Please use addFtfona! sheets, !f necessary, and aHach )
Cnmpany [Vame Te�ephone GQntact Person Scape of IA�oPk Reason fop
-- ,—., , �ejection
1�l'arrG� � ��+�y �f77�.`��Y49 �I fa� , .. �:.�m�1� �Ar/�'.�- — ��-�-� "��'����.
�./'i ��/II�,I�� y���'�'�i� L.. YIrYr� � {�9�(�!`�C.i�,/ - --�E..lxarr.' �`..7���-
��
�
_a _ �Lr�s.-. —
- �.�..___�.Y-.___. �
�
��'
:�
�h�a� x ATTACHI9��NT �IC
Uni# '1 - 5outhside fl (S �-6j Wat�r 7ransmission Main �O� #2608 (Section A Alt "B", Sections g&C) Page 3 of �
Unit 2-'1998 CIP i'roJect— �ogg Street-- p0� #2783
A[]D1TfOWAI. INFORI4AATION:
� Rlease provide a�fditlonal information you feel wilt turther expFain your gvoc[ and honest effor'ts to ol�tain
,; li�IV4lB� participakion vn this project. ,
ry,. � r,��n � � ca.� h� ��� ���.��/ �° N�:. ��� � b��l�� r�� �,r`�c� ���, ,��,
�
a c9m ��.�. b�-fi�� �re �.� � �d� / � �,�,���,� , /.�`���G �
..
��� b �� � 9 �r, j �� � vY/� C ����, ��a � ��. ,� � �r �.tr��,• ,�.�,�r.�,�-
, 1 � Gt/ �.� �,p� r 1.�r I � � Y1 I � /Yl � 1 � 1 i'1�/`., f'�! Q C��� /'" � 'J �,;. / �' � ��S .
l�r�- rC. ri��'�! �'�� �
The �idde� fu�her �gr�es to provide� directly to the City upon requ�s4, complete and
accu�ate in�o�m�tion ��garding actu�l �+vork pe�#ormed on #hi� cont�act, the payment
4hereof �nd any propv�ed ch�nges fo fihe origin�l �r��angem�r�ts �ubmitfied with 4his bid.
Tt�� bidder ai�o agre�� to �I�or�v an audifi andlor examination of any baoks, reco�ds and
�ile� h�ld by �h�ip comp�ny thafi v�ill subs4antiate fhe actu�l wror� performed on 4his
contract, hy an autho�ia,ed officer or employee of th� City.
Any int�ntional andlor kr�o�aing misrepre�entation o� facts e�il! he grounds for
fermina�ting th� confiract orr debarmer�t from City w�+o�°k for a pe�^iod of noi iess ghan three
(3� ye��� and �or initiafing �ctior� unde� Fede�al, State o� Loaa! lawrs cancerning false
statemen�. Any failur� io comply �+�+ith this ordinance and ��eaQes a m�terial breach of
confi�ac4 may r�esult in a de��rmination of �n irresponsible offero� and barred from
p�r#ic�pating in Cf�y work for a period vf iim� not I�ss ihan one ('�} yea�.
Yhe unds��ign�d certifi�s �h�t the information provided and the IVYI�BE(s} fisted
wa�l+�eer� cont�cied in good f�i4h. It is understood that �ny lidlll��E(s) listed in
�tt�chmeni '9C �rill h� cflnf��ted and the �ea�ons for not us�ng fihem wil! be de�ified by
�he City's �� Oific�.
.-p"�„��,,� ��� �/� �>.�r �
�Autharri ��1 ignature G� printed Signa�ure �
!,�` �� -
7itfe
� �
� i 1 ��r� f; � ��'H �a� ' �'`! �
Company Name
� � .� �
A�dpess �
�-�
CitylStateRtp
� � �- PG' � ,�f ��� �'A".' �;, .
E
i,,.�'o r ,�.� � � ��,�� � �/,��
,
Contact Idame and Title (it dlfferent)
�?/ � � �' %� � .`'��_a��'
Telep ane �durnber(s}
�s � ,�� _. L� �� �' - . � f,) �`' LiJ
� ;
�ax ldumber
Date
�%- % �� •
�
�
t
p
��� ld��t��° �e�a�r�1�r��
_ � Q�n��s '� � 2� � 3)
� � �ect�o�� o� � �
�pecial Instructions fo �idders {Water Departmenfi}
' General Condifiions (�ar� C)
� Supplemeniary Condifiions
Special Condifions (�ark �)
' Addit�onal Speciai Condifiions �Part DA)
Allater�al Specifiica�ions and �e�ails (�arfi E}
�rajec� Sign and Nofiice for �onsfrucfion
� Generaf Construc�ion i�o�es
l.�
�I , � .
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SPECIAL INSTRUCTIOl� TO SIDDERS
{WATER DEPARTMENT)
l. PREQUALIFICATIUI�T REQUIREMENT: All contractors sub3rz�ittzng bids are
required to be prequalified by th� Fort Worth Water Department prior to submitting
bids. This prequal�fcation process w�ill establish a bid limit based on a technical
evaluation and financiai a.nalysis of the con#ractor. It is the bidder's xesponsibility to
submit the foilowing documentation: a curr�nt financial statement, an acceptable
expe�zence reco:rd, an aceeptable equipznen# schedule and any other documents tiie
DepartFnent may deem necessary, to the Director af the Water Department at least
seven (7j calendaz ciays prior to tt�e date of the opening of �ids.
a) The financia.l statement required shall hav� been prepared by an independent
certified pubtic accountant or an independent public accountant holding a �alid
pernut issued by an appropriate State licensing agency and shall have been so
prepared as to reflect the financial staius of the submitting company. This
statement must be current anci not mare than one (1) year old. Iz� the case that a
bidding date falls within the time a new statement is being prepared, t�►e previous
statement shalZ be updated by proper verification.
l�) For an e}cperience record to be considered to be acceptable �or a given project, it
must reflect the experience af the firm seeking qualification in work of both the
same nature and technical level a� that of the project :for w�.ich bids are to be
received.
c) The Direetar o� the Water Department sha�l be t�e sole judge as to the
acceptability for fz�ancial aualificat�on to bid on any Fort Worth Water
Depaztrnent project.
d) Bids received in excess of the bid limit shall be considered non-responsive and
will be rejected as such.
e} The City, in it's sole discretion, may reject az�y bid for failure to demonstrate
experience andlor expertise.
fl Any prvposais submitted by a non-prequalified bidder shall be xefiurned unopened,
and if inadvertently opened, shall not be considered.
g) The City will att�mpt to natify prospective bidders whose qual�fications (financial
or experience) are not de�med to be appropriate to the nature ancUar rnagnit�tde �f
the project on which bids are �o be reeeived. Failure to noti�'y shall not be a
waiver af any necessary prequalification.
2. BID SECUR�TY: A cashier's check nr acceptable bidder's bond payable to the Ciiy
af Fort Worth in an amount of nat less than five percent (5%) of the laxgest possible
tatal of the bid submitted must accompany ihe bid, and is subjeet to forfeiture in the
1
�
I-., event the successful bidder fails to execute the Cantract Docurnents within (10) days
after the contract has been awarded. Ta be an acceptable surety on the bond, (1) the
name of the surety shall be included an the current U.S. Treasury, a:r {2) tk�e surety
must have capital ar�d surplus equal to te� times the iimit of the bond. The surety
must be licensed to do business in the S�ate of Texas. The amount of the bond shall
not exceed the amount shawn on t?-!P Treasury list or one-tenth �I/1Q) the total capital
4 and surplus.
3. BO1�DS: A per�'ormance bond, a payment bond and a maintenazxce bond each for ane
hundred (100°/Q) percent of �.he contract price will be zequired, Reference C 3-3.7.
4. WAGE RATES: Not less than the grevailing wage rates established by the City a�
Fort Worth, Texas and as set ftirth in the confraet documents must be �aid on t�is
p�aj ect.
5. AMBIGUTTY: In the case of ambiguity or Iack of clearness in stating priees in the
Proposal, the City reserves the right to ac�opt �he most adva.ntageaus cQnstruction
thereo�to ihe Ciry or to reject the �'roposal.
6. BIDDER LICENSE: Bzdder must be a licensed Contractar in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil
Statut�;s, tl�e City of Fort Worth will not award this contract ta a nonresident bidder
e�n�ess the nonresident's bid is lawer than the lowest bid sub�nitted by a responsibl�
Texas r�sident bidder by the same arnount that a Te�as r�sident bidder would be
required to underbid a nonresident bidder to obtaiEn a comparable contract in the State
in which the nonresident's principal place of business is located.
"Nonr�sident bidder" means a bidder whose principal place of business is not in tl�e
State of Texas, but exciudes a contractor wl�ase ultimate parent company or ma�ority
owner has its principal place of business in the S�ate oi Texas.
This provision does nflt apply if this cantract involves Federal ��nds.
The appropriate blanks of the Proposal rnust be filled out by all nonresident bidders in
orderr fo�r the bid to meet specifications. The failure o� a nonresident contractor to do
sa wi11 automatically disqualify that bidder.
8. PAY1VIEllTT: If the contract amount is $25,000 or less, the contraat amount shall be
paid within forty-five (45) calendar day� after completion and accepiance by the City.
9. AGE: in accardance with the policy ("Palicy") of the Ex�cutive Branch of the
Federal Government, Contractor covenants that neither it, not any o� its officers,
m�mbers, agents, employees, prog�ram patticipants or subcontractors while engaged in
peicforming this contract, shall, in connection with ths emp�oyment, ad�ancement or
discharge of employees in connectian with the terms, canditians or privileges �f their
2
� employment, discrimi.anate against persons because af �heir age except on the hasis af
a bona fide occupational quali�catian, retirement plan, ar statutory requirement.
Contractor iurther covenanis that nerthex it nar its officers, members, agents,
employees, subcontractors, program participants, ox persons acting on their l�ehalf,
shall specify, in solicitatians ar advertisements for emplayees to warlc on this
contract, a maximum age limit far such employment unless the specif ed maximum
age limit is based upon a bona fide occupational qual:if cation, re�irement plan or
statutory requirements.
Contrac�or warrants it will fully comply with the policy and will de�end, indemnify
and �old City harmless against ar�y claims ox allega#ions asserted by thi�rd parties or
subcantractars andlor its subcontractors' alleged failure to comply with the above
referenced Policy concerning age di�crimination in the per%rmance of ttzis
agreement,
10. DISABILITY: In accordanc� with ihe provisions of tbe Americans With
Disabi�ities Act of 1990 ("ADA"), Contractor warrants that it and any and all of fts
subcontractors will not wn.law�utly discriminate on; the basis o� disability in the
provision of services to ihe genera� public, nor in the availabi.lity, terms and/or
condittons of employment for applican#s for employment witb, or employees of
Cantractar or a.riy of its subcantractors. Contractor warrants it will fi�lly comply with
tl�e ADFA's provisions and any other applicable Federal, State and Local laws
concerning disahility and will de�end, indemnify and hold City haz�mless against any
claims or allegations asserted by third parties or subcontractors against City arising
out of contractor's and/or its subco�l�actors' alleged faiiure to complq with the above
referenced Policy canceming age discrimina�ion in �he performan�ce af this
ag�reement.
11.1i�IINORITY Ale1D WOIV�EN BUSINESS ENTERPRISES: in accorda.nce with the
Ciiy vf Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the
participation of minority business enterprises and women business enterprises in City
contracts. A copy of the Ordinance can be obtained from the OfFce of the City
Secretary. The biddex shall subinit the MBEIWBE UTILIZATION FORM, PRiME
CONTRACTOR WAIVER FROM andlar the GOOD FAITH EFFORT FORM
("Dacumentation") as appropr�ate. The documentation must be received no later
than 5:00 PM, ftve {5) City business days after the bid opening date. The bidder
shall obtain a receipt fram the appropriate employee af #he managing departmer�t ta
whom delivery was made. Such receipt shall be e�idence that the documentatian
was receiv�d by the City. Failure to comply shall render the bid nonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accU�rate
infarmation regarding actual work performed by a Mina�ity Business Enterprise
(MBE) anc3/or a Women Business Enterprise (WBE} on the canixact and payrnent
thereo£ Contractor further agrees to permit any audit and/ar examination af a�ny
3
_ books, records ar files in its passession that wiil sul�stantia�e the actual wark
performed by an MBE and/or WBE. The misrepresentation of facts (other than a
negligent �nisr�}�r�sentation} and/or the cammission of frat�d by the Contractor wil� be
graunds for te:rmination of the contract andlor initiating action under appropriate
federal state or Iocal laws or orc�inances :telating to false stat�ments. Further, any such
mi.srepr�s�ntation (other than a negligenf misrepresentation) and/or commissian of
fraud will result in the Cor�tracto:r being datermined to be irresponsible and barred
from participating in City work for a period of time of not less than three (3) years.
�
1_�
I ._�
4
�A�T C - �EN��A� C��DTTID�S
TAHLE OF �Q�TE�TS
NOVEMBE�t� 1, 1�97
TA�i�E OF ��NT�NTS
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Laws �o b� ��ser�ed
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Pa�ented De�i�es, M����ia�s a�� P�o��ss�s
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Work Wi�l�in Eas��er�t�s
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Dar�ac�� �1�irn�
Contrac�.or's Clai,m f�r �amage�
Adj��tment of R��ocatxo� o� �u��.i�
Uti�iti�s, �te.
T���or�ry Sew�r Drain C�r�ne�tions
Ar�ranc�e�n�n� and Charq�s of water
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C�ntra�torts R�sponsi�iLit�► fo�r V�ar�C
Na Wa�.ver of T��gs]. �tights
Pe�sonal L�1�4Y)1X1C]� o� Pu�l�� ��ficia�s
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Pros��u�i.or� o� t3�e �J�rk
Limitat�.ons o� U�e�a�i�ns
�haracte� of V�torkmaz� 2�nr1 Equipment
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T�m� o� �ommencement and �omplet�dz�
Exter�si.or� af tirrm� o� �om��.�tior�
F���2��'s
Time of �o�np���ion
Sus�ensian �y' Co�rt �rder
'��mp�r�ry Susg�nsion
T�rr�inat�or� of �antra�t due �o
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C8F8 MEASUREMENm
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Fin�J� P��rn�nt
Ad�u���r of Des�gn
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PAR'�` � ; ��N�RAL C�N�ITIONS
�1-I DE�INi'�Y�tdS
SEC'�ZOI� C�.-� D�F�NI'��ONS
�i-1.1 ��F�t���I0N5 Q�' ��R�l�: Wher�eVe�r ir� �h�se �ontra�t
Do��r�erit�s Y.�e fs��Iowin� t�rm� o� pror�oun� in plac� o� thern �tr�
�sed, th� in�er�t and �near,xng sri�ll �� ur�derstaad ar,d
int�rp��t�d as �ol�ow�:
C1�Y.2 �O�T�'RA�T DO�UM��TS: The ��r�tract Docurner�t� ar� all o�
tY�� wri��er� �nd d�awn do�umen�s, sracl� as specif ication�,
�onds, add�r�da, p��r�s, et�c. ,�vhi.cl� gov�rn ti�� ��r�� �na
p�r�o�rmanc� o� �h� �o�a�ract. �t���e a�r� cor��ain�d in ���
��enera� Contract �ocuments an� the �pa�iai �on��ra�t Dacu�nents.
a. GE�E�tA% C��]'�1�A�T DO�Ut�£�1T�: Th� �ez�eral ��nt���t
�o�um�n�� �o��rn aXl wa�er D�p�r�r��n� Pz�j�cts and
.�r��lude th� �o�lo�r�.r�g it�err}s;
��ftT A �- �1��'I�E Tp �ID�£Ft� (�2�mp1�1
.l FA,�tT B - ���P�S��. � Samp �.� }
_ �1�1Rfi � - Ca�I�ERAi. �Oi�DI'TI�t�S IC�TY�
�De�re���er}
P�IRT D ; SPE�IA� C�i�DITIO�S
P�1RT E - �P����'I�A"�'��N�
F ��l+iT T�/�A�SEM�NTS
PAR'� F- �Ot��S { Sampl e 1
PAkT � - ��NTRA�T �S�rnpl�l
whi,�e
wh��e
C�n��y Y�llow
B�C �Wr]
�����
��-�1����
E2-GOI.��r� Rbd
E2A�4�h�.�e
8�ue
Whfte
�Phit�
b. S�E��Ai, C0�]T1�AC� �O�U�S�3�TS : Th� Spe�i�1 �ontr��t
Documer�t� are �repared €or e�,�h �p��ific p�ojett �s
a���plem�nt �o t#�� �ene��l Contr��t Doc�xm�r�ts a�d
is�cluc�� �he fo].�.awinq ���ms;
PAR� A � t��T��E TO ��I�DERS
abc�v�
PA�T � �- PROP��Ai� fB���
�AR'F C - ��N��tAL ��N��TZOi��
�ART D � SP�C�AL C�N�x��O�]S
PAR'.� E - �PECIF���1,T�0�3S
PEi�S�TS��A�EMENTS
�A�t'1' k` - ��k���
�A,R� G � C�t�TFtACT
�-
�Advextis�ment) ��m� as
PAItT H- PL�1t�� �Usually bo�nd separate]��►)
�1-�, � 1 1
�1-�.3 �O��C� TO �ZDD�RS: A�� af the l�ga� pub�icati�ns
��the� actually p�blished �n public a��er���i�g m�di�ms or
�u�n�shed �zrect ta in�ereste� �arti�� p�r���nin� �� �he ���k
co�t�m�l�t�d �nd�r the �an��act Doc�m�n�s �o�st�tut�s ���
n��x�� �� b���ers.
�1-�.A �R�P��AL: T�� �omp�eted w����e� a�d sxgne� off�r or
t�nd�r o€ ��i��er �o ���form t�� �o�� which th� Qwn�r desi��s
to hav� do��, to�e�hex with �h� b�d security, c�nst�tut�s th�
P�opasa�� w�i�h �e�orn�� b�ndin� upon �he Bidd�r whefl it is
offi�i���y ���eive� by the Dwnert has been pub����� o��n�d ��d
rea� an� not r�����ed �� the Own�r.
�1-1.5 BIDDE�: A�� p��son, ��rs�n�, ���m, part���s��p.
�ompa��, association� ��r�o�a�io�r ac�i�g d�;�ctly o� through
����� �u��o�i��d represen����vet s�hmi�t��� a p���osa� for
performin� ��� �o�� con��mp��ted u�d�r the �on�r��� �ocument�,
co�stit�t�s a b�dd��.
�1-1.� G����A� �p�DI��Q��: T�e ��ner�I �an�i�ions ar� ���
us��� �o��t�uctia� and cont��ct require�e�t� �hx�h go�ern �h�
perfarma��� of �he work so th�� �� wsil be �arr�ed ah in
a��ordanc� wi��x �h� �u�kar�ary p�ro�et�u�e, the lo�aY �tatute�,
�nc3 ��q�irem�nts of th� �it�r af For� W�r�h's ahar��r ar��
prar��lgater� ordinar���s.
V�ih�r�ver �h�x'� ma�► b� a conf X��� ��t+���n t�,� ��n�ral
�o�ditions an€i 5pe�i�� ���d.itions, the latter �h�ll take
pr�ced�nre and shal� gov�rn.
�l.-1.7 51���YAL �ONDITi4N�: ��r�cia� �ofldxt�o�ls are �he
s�e�ifi� re�uir�m�r�ts whic� ar� �lecessa�y fo� the part���Xar
project cav�r�d ��► �he ��ntrac� Do�u�en�.s ar�d not s���i�#,ca�Iy
�ove��� s.n the ��ner�l �ondi�x�ns. Wl�en �trt������re� with �he
�enera� �or�dit��rt� �r�� �t�er e��me��s o� t�� ��n�rac�
�oc+xme�t� th�y pravide th� x�r��x`r�ation vrhxck� t�h� Cor,tr��ta�`
�r�d Owr��r should hav� in or�er to g�in a thorou�� �Cnowl��c�e of
th� proje�t.
�l-].. B_�PE�IFZ�ATIQ#�S: The �p�ci�i�a�i�r�� is th�t �ection or
part �� �h� ��ntract Dac�xments �rY�ic� s�ts f�rth �n detail �tte
reqt�ir�m�r��s �+h�ch ��st b� me� b�+ a1� materials, cor�str��t�ont
workr�ans�ip� equ�gment and ser�i�e� �� ord�r to rerrde� a
c�m�].�t�c� anc� ����uz praje�t, �1t�e�ev�r refer�n�� i� mad� to
5���1�8�d Sp���fiC84�i�xl�r �C�gul�tiC}l3Si i��jL1�Y'�mI�I1�Sr S���u�es�
�t�. , s�t�h r�f�rr�d to do���sne�t�s sha�l �eco�e a par� �f t��
��ntr���. �ocum�nts just as thc�uc�h they w�re elnbodie� th�rein .
C��� . 9 ���D: Th� �nr�d or �axsds ar� t�he writte� guar�r�tee or
security fu�r�ished by th� ��nt�$cto� �or t�e ��om�� �nd
�i—x c��
faith��� p�r�orrn�nce of the contra�t an8 �����ude th�
foll�wing:
a. �erforrnanc� ��nd (s�� p�r�,graph C3-3.71
b. Pay�er�t Bond (s�e paragragh �3-3.'�1
c, Ma�n�enar�ce Bond (��� �ar�c��aph �3-3.7�
d. �ro�o�a1 �r Sid ����xrity {se� ��e�ia� �nstr�actions
�.o Aidd��s ��a� t]� and C�-� . 6}
C1-l. �� C���RA��': 'Fhe Cvnt�ac� #,� �?t� formal signed �gr��r��r�t
��twe�n �h� Owner and ti�� Con��ra��#.or �o�►�rir�g �h� mutu�l
unc�e�stand�ng of the two cor�tract�.ng ps���e� �bou� �he proj�ct
�o �e completed �nder the �or�t�a�t �o�urner��s .
C�,--1 . 11 �LA?�S : The plar�s are the d�arv��qs or xepr�ductions
th�r��rvm m�ide by the own��*a r���r�sen�ati�� s�ow��g ,ir� deta�.�
t�e lo�ation, d�mension and positfar� of t�e variaus ��emer�ts
of the p�oj�c�f in�,�udin� such p�o��l��, t}�pic�J�
��oss�sect�o�xs, la.�out diagrams, wo�itfng ����ri�rg�t p�r�lim�r�ar�
d�awings �nd su�h �upp��mental drawinqs as the Ow��� may is�u�
to clar�£� o�t�er dzawir�gs or �or �I�� purpase of ��owir�c�
��rat�q�s i.� the work hereina�te�' �u�t�o��xed b�r �he Own�r . Th�
, ��ans are u��al��r bound separately from othe�r garts of the
}� �ontract �o�u�er��s� but �4��y are s pa�t o� �he Cantract
� �ocumer�ts just as tY�ough �he� �rere �oun� t�er�ir�.
��-1.1.� C��Y: Th� ���� of For� �or�h, T�xas, a muni�ipal
cor�oration, au�ha�ri.z�d �ncl ch�rtered ur��e� the Texas �t�te
�ta��te�, a�ting by ar�d ��r[��gh ��s c�o�r�r�ting body or its �ity
�ange�, �ach o� which is requ��red b�► chart�r �.o p��£orm
sg���fic duti�s. �t��po�xs�b�li.t� �or finaJ. �nforc�m�nt a�
�ant�a��s fnvolvfng �.he Ci.�� �f Fort �orth �s �� �haar�er
vest�c� �� the �ity M�nag�r. T�e ��rrns Cit�r a�d �wn��r a�ee
�yr��nymou� .
C1-� .�3 C�'TY C�UN���: The d�a1� eie��ed ar�c� q�alxfxed
gov��ning bod� o� the C�t�� of E'o�t W�rthr T�xas.
�1=Y. 1� MA��r�: �he a�f iciall�r elect�d Ma�ar f or i� his
a�s�n��, the Ma�or ��o �em o� �he �ity o� �'��t wor�h, fiexa�.
�l-�.15 �IT3� �A�1A�E�; Tt�� o�f�cisll� appointed and a�a�horized
�it�+ Mar�a��� of the �it}� of Fo�rt F�o��h, Te�c�sx ot` t�is du��
authorize� re�r���r�tativ�.
�1�1.1f ��T� AT'�O�tt���C: T�e afficfa�l�► agpo�.�t�� �it� 14t�o�n��►
of th� �i�� o£ �`��'t �o��i�, �ex�s, or i�is �r�l}� aut�hori��d
�rep���e�#.ative.
�
C1-� (3 )
�l-1.�7 D�R���OR O� PU�LIC WpR�S: �h� ���� app4inted offic�al
of �he �ity of ���� �orth, r�fe���d to �n the �����er as th�
C#�� �ngineer, or �is ���� authv�ixed r�pres��tati��.
���l.X$ D��ECTOR. �7�� �A�ER �EPARTM��T: Th� du�� ap�o�nt�d
�ir���o� aF. th� ��t� W�ter De�artm�nt of th� ��ty o� �o�t
Worth� �exas, or his duly �uth�ri��d r��rese�tat�ve,
assistant, or a��n�s.
C1-�.19 ��GIN�ER: The ��rec�o� of �ubl�� Work�, ��� �ir��tor
of the �o�t Wor�h �i�� �a��r D�p�r�rnentr or th�ir �uly
suthori�e� assistants, agentsr �R�1��@�Sx i�s��ct�rs, or
sup����tendents� a���ng within t�e �cope o� �he parti�u�ar
d���es �at�usted to �h�m.
�i��.�� �D�T�A��QR: The person, ��rso�s, partne�shi�,
company, firm, ���ociation, or �o�gora��on, e��erin� �nta �
����ra�t ��th the O�ner for th� e��cution o� th� �ork� �c��ng
dir�ct�y �� thro�gh a du�y a�thor�ae� rep��sea��tiv�. A
suh-�on tr��to� is a pe��onf �i��r �orparatio�t or ot�ers unde�
�ontr��� wit� t�� pri��ipal con�rac�o�, �up�����g l�bor an�
rnat�ri�ls or o�1� lab�r, �or w�r� at �h� �ite of ��� pro�e�t.
�1��.2� �URET���: Th� �orporate bod�e� w�i�h aze b���� �y
s��h bond� a�e required �it� a�d fo� the Contra�t��, Th�
���eties ��gag�� ��e to �e ��Z1� respons���� for t�� en��re
and satisfa����� ���€��lment o� th� C���ract �nd f�� any �n�
al� requ�����n�� �� s�� �o��h i� the �o��ra�t �ocum�nts a�d
ap�ro��d �ha�ges th���f�.
��=1.�� �AE WOR� OR FRO���T: T�e co�plet�d work co���rnpla�ed
�n �nd �overed b� th� Co��ra�t Uocurne���� in�l�di�� b�t �o�
�imite d t� t�� ��rni�h��q of �1� �a�o�, rna��riais, �oo�s,
equxp��n�, a�d incid�nta�s n�cess��y t� p��du�e a c�mplet��
and se�viceable pr�j���.
��-1.2� ������G D��; A wo��i�g d�� �s �ef���d �s � ca�e��ar
�a�, not �nc��d��g Sa�u�day�, �und�y�, a�d ��qa1 h�ii�ays, fn
whi�� t�e w�ath�r ar ot��� cond�t�ans not u�der �h� cont��I of
�h� �o�t�actor permit t�e pe�for�aflce o� th� p�i�cip�Y un�� o�
work �o� a�e��od of not l�ss �han s��e� �7J h�urs b��w���
7:�� a.m. ��d 6�00 p.m., ��th e���ptio�s as �ermitte� in
pa�agraph �i-7.�.
�1-1.�� �A�E�D�� �AYS: A�a�e�d�r da� is a�� da� of th� w�ek
ar rno���, �o d��s bein� e�cep���.
��-�.2� �E�AL ��LIDA�S: Leqa� �olida�s shall b�
pres��zb�3 b� �h� �ity �ounc�l o� t�e �i�� o� �ort
observ�,r�c� by �i��r �mplo�tees a� �o.Llo+�,r� :
����r�ed as
Wo�th f�r
�1�]. ��}
1.
�.
3.
4.
5.
�.
i.
B.
9,
New ��ar's ���
M. L. Rinq, Jr. Birthday
Me�oria� �ay
Y�d��e�d��ce ��y
Lab�r Da�
Thanksgiving Day
�han�sg��in� Frida�
�hristm�s �ay
Su�� �th�r da�s
holi8��s �� th�
ma� ��termine
in �ieu a�
C�ty �ou��i�
�anuary �
Third Monda� xn J�n�ar�
�a�t Mo�day �n ��y
J�ly �
�;rst Monday i� Se���mb�r
Fourth T��rs�ay in �ov�mber
�ourth Frid�y in �ovemb�r
De��mber ��
Wh�� one a� th� abo�� na�ed hol��a�s or a s�e�i�� ho�i�ay is
decXare� �� ��e Ci�y �ouncil� �a�ls on ��tur�a�, th� �alida�
shall be obs����� on the p����d�ng ��id�y or if it fa�ls on
�u�d�yF ft sha1� �e obs��v�d on ��� �OX���in� M�ndayf �y th�s�
emglo�ees wo����� o� wor�ing ��� op�r�tiona. Emplo�e�s
�orking ca��n��r da� op��at���s wz�l �o�s�d�r the ca��nd�r
�vli�a� �� th� hv1����.
r �
�.
����.�6 A�H��VIATI���: Wh�ze��r the abbr�via�i�ns d�fin�d
h��ein app�ar x� �ont�a�t �oc�m�nts� ��� in��n� a�d mean��g
sha�� �e as �ol�ows:
AA��iTD -
ASC� �
L A� --
AS'�� --
AWW� -
A�A -
kI T �
Asph.
A�t � ,
S�v�3.
�I
�L
�T
�,ir�.
�b.
MI3
Ma�[ .
Azrt�r��an �ssociat�o� �f M�D
Stat�e Highwa� �'�az�spo�t�tior,
O���cials
Ame�i�ar� Soci�ty o� �ivi�
��gi,ne�rs
Yr� �1��arda�ce 4�i.�h
Ame���ar� �ocf �t�► o�
T�st�ng Ma#.���a3.s
Ame��carr Water Wo�c�Cs
ASSO�iatiar�
Ameri�an �tandz�rt3s As�ociatior�
Hy�raul�� �nstitute
- �4��halt
� Av�n�t�
- Sou].�var�
�- cas� z�on
- C�nter Lirte
- G�X�anxaec3 �ran
- Lir�ear or Lin�al
�- :'^tsnd
- �ant�ol�
- 3�aximum
= Million Ga�lo�s P�r
bay
�FS -- �u�i� Foot ��r
S��ond
Min. -
Mo�r o . -
� -
�t -
I.D. -
�1��.-
F -
� -
�n. -
�'t . -
St. �
�Y -
Yd . -�
�Y -
L.F. �
�.z. -
Mi � i [�urn
Monol�t�ic
P��c�ntum
Fta�ie�s
�nsi�e 1�iameter
O.D. - Ot��side
Diamete�
�1�v�t�on
Fahren�eit
C�ritig�ade
Incl�
Foo�
S��reet�
Cub�� 7���d
Y�rd
Squar� Yard
L���ar Faot
��cti�e Iron
c��i �s�
�1-1,27 ��A��� OR���: A "�han�e O�d�rTM i� � �ri�t�o
��pgl���nta1 agreemeflt b�tw��� th� �wner and t�e �o�tr�ctor
cav��zng �om� �d��� o� deduct�d ���� or ��ature whi�h may b�
��u�d n�c�ssa�� an� �h�ch w�� �at sp�cifi����y in�lude� in ��e
�co�e of th� proj�ct on whi�� ��ds wer� su�mi�ted. �ncrea��
�n uni� qu�n�iti�s �t�t�d in t�� pr�p�sal �re not th� sub�e�t
�att�� o� s�h�ng� �rd�r up��ss th� incx�ase �r ��cr�as� za
mor� �h�n �5� a� th� ��ou�t af �h� parti���ar ��em ar ft�ma �n
trie ariginal pro�osal.
A1� *Ch�ng� p��ers" s��lX b� ���pared b� the �it� f�o�
inform�t�on as ��c�s�ary ����ish�d by th� Co�tract�r.
�1.-1.26 �A��� 9TR���� AN� AL���S: � pa�ed s��e�t or ��Xe�
�ha11 b� defi�ed as a stree� or �Y1ey ha�ing on� o� �h�
fol��w�ng ty��� �� w�aring surf���s ap�lied o��r t�� nat�ral
u�����vv�d s�rfa�e;
1. Any type of ��p���tfc concre�e ���h or wi��out
s�parat� ba�e �at���al.
�. ��y ty�� �f �sphalt surfa��e �r���m�nt, not
�ncXu��ng �n oiled ����a�e, wit� or with�u�
sepa���� ���� materia].
3. �rick, with �r wi�h�ut se�arate �as� m�t�rial.
�. �oncrek�R wit� o� ���hout sep�r��e bas� �ateri�l.
S. A�� c�mbination o� ��� above.
�1-1.�9 UN��V�� ST����� D� A���YS: An unpa�e$ �t�eekt a�l��r
roadway or o�her surfa�e is any area ex���t t�ose def�n��
abov� �or "��v�d S�r��t� and ���e��.*
�1-�. �0 �ITY �TR��TS: A cit� �t���t is defin�d as �ha� �re�
bet�e��t �h� r�,ght-o�-wa� lin�s �s �he str�e� i� ��c�i�ated.
�1-1..3I R�ADWAY:
paral�e� �ines �wt�
i�'} ���� back of
exis��.
The ro�dwa� is deFined as tY,e �r�2� ��tween
I�*1 f�et b�ck of t�� ���� lin�s t�r ��ur
t�� �verag� edge o� p��r�m�n� wh��� t�� cur�
Ci� �. 3� 6f���►L�L _ STR�ET: A g�av�� stre�t �.� �ny �np�rr�r3 �tre�t
to wt�x�� t�as b�en �,dded ane or more appl��a��ons of gravel ox
azmilar rnater�al oth�r than �h� natu�al mat�er�al f�ur�� o� th�
�t��et surfac� ��for� sr�� �rnp�overnent w�,s m�d�.
GJ.-Y ( 5 1
�
����Ipt� � - GENERA�, ��lJDrT�ON�
�2-� II�Z`ERPF�E'�AT�ON A13D
��t�I�A�A'Z`�{�[� 0� P�t�POSAL
SEC�'��i� C��2 ��TER�RETA��i�� A�� PRE�ARA'T�0�1 QF P1�OPOSAL
��-2.]. �R�FO�Af� F�Ri�: Th� ��r��r wi�I �urrriah bidders �txth
pae�posal f�rrn, s�rhfch� vti11 ��ntain an itemixet� lis� of �k��
i�ar�s o� woxk t� �e do�e or ma��ria�s �o be �ur�,ishe�i a�nd ���r�
�th��h b�� pri�es are requ��t��. "�he Frap�sal form �i11 ��at�e
th� ��dd�r's g�neral und�rs��ndir�� of the p�oject t�o �e
�ornpl��e�� gravi.d� a s�a�� �o�r £urn�sk�inq ti�� a�ount of l�id
se�urit�, and ��at� tri� ba��s �ar �r��erirtg �nto a farmal
c��tr��t. The �wner wil� fu�n�sh �orr�s �ot t�a �rc���r"s
"��p�rier��e F�a�or�f« "�q�iprn�r►t ��h�dx�l�," �nd '"Finan�ia�.
S�s��ment," a11 of which rnu:�� b� prop�rLy �xec�t�+� att8 �i���
wi�h th� Direct�r of the �ity f�'��e� �ep,�xtm�nt one w�ek prfo�
ta t3�e hot�r for aper�xng of bi�s. �
�he fina�r�c�a� stat�rner�t �eq�ire� s�ia11 h�ve ���r� �r�par��d by
�r� �nd�per�derrt certified public ���o�r�t�nt or �n in��pen�e�t
pr�bli� accour���►�tt haldf�y s���id pe�mit €ssued b� �n
app�opri�te sta�e ].icensfng �g�nc�, an3 shall hav� been so
� pr���red as to ���l��t th� cu���nt finar��ia� s�atus. �'his
���,���ent �ust be �urrer�t anc3 n�t more thar� or�� � 1� �ear �ld .
�n �he cas� that � bid�ing date ��Ii� w�.thin th� ��rn� a n�w
st���men� is be�.nc� pr�p�ret�t �he pr�vious sta�em�r�t �hall be
upd���d �y prvpe�e v�rifica��o�►. �riqt�id assets in the �r��ur,�
of ten (1��1 percer�t o� �.h� estimate� project co��. w�il� be
r�quir�d.
�
For ar� �xper�er�ce recorc� to be considered ta �e a��eptable for
� giv�n proje�t, it rnust ref�ect th� exp�rf�nce of the �irm
see�cin� c���li,��.cati�n �� v�o�ck o� b�th the sa�re r�a�ure a�d
Fn��nf t�d� �s �.�at of ��� pro���t for wl�ich ���s are ta be
���eiv�d� and suc� e�c��rience rnust ha��e been or� pro���ts
completed not mora ti�a� ���e (51 y�ars pr�or to ��� date on
��iich a�r� �� b� rec�.itred. The bi�ec�o� of the Wat�r
d�partr�e�t s�a�l be �ol� j�dc�e a� to t�he ac�eptabi�ity o�
e�c�erience f�� qua�f f ics�.ion �c� bid on an� Fort �orth Wa��r
��partrnent �roje��.
Th� pros�ec�i,�r� bidder �ha�� s�h��u�e th� equipm�nt he t�as
a�rafla��e �a� �h� pr�je�� an� �ta�� �hat h� wi�1 ��n�. auch
��di�ional �quiprnent as ma� be r�qui��d �o ��mpl�te �he
proj��� or� which he ��tbm��s a bid.
C��� .� Ii�'���t�1�ETA�I�N 0�` QUANT�T��S: TY�� qt�ar�ti�ies of wo�l�
� and rnateria�s �o h� fu�r�zshed as may �� ��s�.�d in ��e pro�o���
����cL�
for�� o� ot�er par�� of �h� �ontr��t Doc�m�n�s wil� b�
�o�sid�re� as �proximat� only and wx�l b� used F�� the
pur�ose o� c�mparing �ids on s unf�or� �a��s. ���rn�nt wiiY �e
made �o ��� Con��acta� for on�� ��e ac�u�� �ua�t�t�es of wor�
p�r�or��d ar �ateriais furnis��d in st��ct �ccor�a��� wit� the
�ontrac� ��cume��� a�d P�a�s. T�e qua�tities o� work to b�
p�rfor�e8 a�d mat�rials to �� �urnish�d �ay be ��crea�ed or
d�cr�as�d a� he��ina�ter pr�vi�e�f �ithou� �n any way
invalid����g �he u�it pri�e� ��d or any oth�� ��gui�ern���s o�
th� ��ntr��� Docu���ts.
�2-�.3 �XA�I�ATYO� �F �D�TRACT D��U���TS A�D �ITE OF �RO�ECT:
B�dd��s ar� �dv�s�d that t�e Co��r��t �o��m���� on �il� w��h
��e Q�n�� ��all �ons�i�u�� all �f �he i��o�ma�io� whi�h t��
�wner w��I �urnish, A�� a���t���a� i�for�a��o� �nd dat� �hxc�
the awn�r wfll �u�pLy aft�� �ra���g��io� o� the forma�
contra�t do��m��ts sha�� be ��su�d i� ��� �o�� o� writt��
ac�8enda ar�d shal� b��o��� part of the �ontract Do��trn�n�s j�ast
as �hough sucl� �dr��r�da wer� act��ll�r writ�en into tk�� origina�
Cor�tra�t Da�um�r�ts .
�idd��s ar� requ�r�c�, p�rior to �h� fil�ng of proposal,, �o �ead
x�nd b�co�� f�m���ar with tI�e ��ntr�ct Documents f�.o vxs�t �h�
���e o� th� pro�ec� and �xamine �2�ar�,fu1�� al� Ioca�
con�3i�ion�� to infor� t��rnse��r�s �y �h��r own in�ep�nd�nt
res�ar�Y� ,�nd i.z�v�eti��t��ns, �es�s+ b�rinc�� and #�y such o�l��r
m��,r�� as may b� n�ce�sa�ry to gain a��mple�� knowl�dg� af th�
�or�d�tians whi��t r���� be �z�countere� du�'ing the c�n�truct�ar�
of �h� ��oject. Th�� must judq� for �he�selves �h�
di�fi�u�ties o� the �rorl[ and al� attens3�ng �frcum���ztc�s
affe�tin� th� �o�t of do��� th� w�rlc o� �he tim� ��qurre� �o�
��s comp����,�n, an� obtain ��1 info�rmation �equ�r�d t� r�ak� �,r�
�r�i.eilig�r�t propo�al. �a infor��ti�n gf ven l�y �he Owner p�
�n�r r�p��s�r�tati�te of �i�� Owr�e� oth�� �.han tha� �t�n�ain�d in
tY�� �on�.��ct �7ocu�er�ts anc� o�iEici���� prvmulgat�d ac�dend�
t��r��at shal� be b�t�dinc� ��or� the �wner. ��c�d�rs sh��.l r���► -
exclusic►�].� ��c� s�lely upon �heir own estima�e�,
in���t�g�tio�t� resear�h� tests, exp]oration�, �r�� oth�� t3ata
whi�h ar� ne��s��ry for fu�l �nd comp���� �in£ormativn upon
whi�t� t?�e p� aposal fs t� b� �ased. It fs ��t�aX��► agreed th�t
�he su�r�is�ion o� a�ropvsal is pr���-faci� e�v�.denc� tha� �h�
bi.dd�r' has m�,de �F�e �ztvestigation�, r��ami,natiorts ar�� tests
h��e�.n �r�q�ired. ��a�ms �or ada��tior���. �omg�r��at�on dtse to
vari��ior�s ��tween cor���tion� �c�t�a�ly en�oun��r�c� in
cv�ts�xucti�n and a� �rtdicated in �h� C�n�ract �o�um�nts �il�.
�ot be ����w�d.
Th� lag� of Soil Bor�z�gs, if �n�r, sh�win� on �F�� �lans are for
gen�ra� i��Eo�r�at�or� �n��► a,r�� rn�}� r��t be co�rect. N�ith��` the
C2-2 { ,21
�
��ne�e no� the �r�g�n�er guar�nte� t��t �.h� d��a shc�vrr� is
repres�r�tati�re of condi�fan� whic�t ��t�t�lly �xi�t.
C2-�.4 SCI�MT"�7Ci�kG 0�' FFt�PQ�AL: "�i�� �idde� sha�� submft his
�roposal�'oz� the fa�m furr�i�h�d b� �he Qwner. A�l. �J.,�ni[ sp����
applfca�le to th� proje�t �ot�taine� in �he�form sha�� be
correct�y fil�,ed in �nd �h� Hi��er shal� �t�te t�e pri��s�
writt�n in �nk in rioY.� w�rds ar�d r,umer�ls, �or wl�i�h h�
pro�os�s to �o the wvrk �ot�����Yat�d or f�trrt�sh� �.1�� materials
r�c�t�ired . A1� su�h pr�.c�s si�al� �� vrr�.tt�n l�gibly. zr� �ase
of �is�repa��y ���ween ti�e price wri�.��� in words at�d the
pric� w�itt�n ir� nt��reral�, ��e-pric� mo�t ac�trantag�o�s to th�
City s%aY� g�v��n. �
I� � par��o��l ,�s su��nitt��� ��► an indi�r�duaY, h�s or h�r r�am�
mus� be sigr��d �� t�irn {h�r� or �is �her1 dul� autharized ag�n�.
�� a pro�osa� is �ubrnitted by a firm, assv�iatxor�, ar
partnersi�i�, �h� r�arn� �►nd �c�dress of ea�h mem�e� �us� be
�fv�r�� and �he prop�sal mus� be sfgn�d by a rnembe�r �f t��
�iarrn+ a��oc�attor�t or partr�ersn�p, ar by a���csor� d�J,�
�u��or���d. I� ��roposa� i� subrn�tt�� by a�ompan�r or
�orp�ration, th� �om�an�+ or aor�or��e narne and �u��r��sa
addr�ss mu�� �� c�x�r�n f ar�d th� �ropo�a�. signed by an official
,�''_' or ��iy a�thorized agent. '��e corpora�� se�l must be aff x�t�d.
- Power of A�t�ort���r au�horizin� �gen�� o� o��t�rs �o szgn
��aposa]. must b� proper�y cer��,���d and m��� be in writ�ng an�
s�bmitt�d with t�� p�o�os�l.
���2. � RE�7E�T�p�i �F �'R0�0��►L�: �ro�osaJ.s m�]r be rejec��d i.�
�h��► s��w a�r�]r ��t��atinn �f ward� or �igures, t�tid�t�or�s r,o�
call�� �or, c�r�ditiona� �r ustcalled for �l�e�r��te �ids,
i.r�co�n�Yete �1�3i eras�tres, or aixr�c�ular�ti�� of an� k��d� or
cor�ta�n t�r�bala��r�� vale�� o� any i��ms . �roposal ��nd�red or
deliv�red af ter ��ie of � icial tir�e desigrtst�d fo�c xe��ipt of
pr�posal sYtai� he r�tu�rne� to th� �xdd�� unop�n��.
����.6 Hib ���UR���c: No proposaY wfil b� �onsi.c��red ur�]�ess i�
is a�coro��r��,ed 1�y a"�rogo�a� �ec���t�" of ti�e charact�� and
in �h� amo�nt .ir�c�i�at�d �a th� "�1o��ce t�o �i�ders' and �he
"P�oposaY.* �'he Bid Sec�arit�► i� �ceg�ired by th� pwr���e as
evfdence o� good faith on th� psrt of the ��dd�rt a�c� b� w��
of � gua�ar�ty that if award�d the contractr t�e H�de�er v�ill
wi��irr �he rec�u��.�eec� �.is�e ex��ute a forr�a� �or�tra�� arrd furnish
tt�e re�uir�� ��rform�n�� �,nd otk��r bo�ds . Th� bit� s�cur i ty of
ti�e �hre� lo�es� bic�dexs +�i11 be reta�n�d urtti�. �he c�ntract
i,s awar�ed or o�her d�s�osi.t�xon i� r�ade �h�reof. �'he bid
�e��ri�y o� all o�h�� bi��ers m�y 1�e r�tt�rned �ramptly af�e�
the �a�va�� of b�ds.
�
�.2-2(31
��=�_.7 DEL�V��X 0� P���O��L: No �ro�osai will be ��nsid��ed
un�ess i� x� �el�v�red� ��co������d by i�s pro�er �id
��������, to the �ity Manag�r �� his �e�xesentative in th�
o�fic�a� p�ac� of bu�i��ss as set foxth in t�e *�oti�� to
Bidd�rs." It is ��� B�dde�'s so�� �es�onsi�i�it� �o d�li�er
th.e �ropos�l �t th� p�oper t��� to the proper ��ace. mhe mer�
�act that ��ro�o�a1 was d��patched wil� �ot b� c��side���.
�h� ���d�� m�st ha�� the proposal a�tuaTZy de�����ed. �ach
g�op o�al sha�� �e �� a se�led enve�op� plainly ma���d wit� �he
wo�d "�ROFOSA�,� ��� �h� �am� or descriptian of t�e project ��
��sign��ed in the ���t��� t� B�d��rs." ��e eflvelo�� sh�ll b�
��d��s�ed �o the �f�y ��na�er, ��ty Ha��, Far� Wor��, T�xas.
��#�.8 ��T�DRAWTN� F���O�A��: P�oposa�s ��tua�ly fi1e� with
the �ity Manag�r canaot �e withdr�w� grfas to "�e t�rne s�t for
open�ng �rog�sals. � �����s� €o� ��n��o�side�ation a� a
pr�p�sal must��� �a�e in wz�ti��, �dd�essed to the �i��
M��ag�r, and fil�d with h�� prior �o �h� tim� s�t far t�e
o�e��nq �� prop�s���. After �11 proposa�s �ot �equ�st�d �o�
non��ons�derat�on �r� op��e8 a�� �ubl�c�y r��� aio�di th�
pr�posa�s ��� w�ich na�-�onsid�r����� requ�s�s ha�e b�en
prap�rly �iled m�a�, at th� o��io� o� �h� �w���, b� retu�n�d
u����ned,
C�-�.� �E�E�RAPHIC MOD�FI�ATIp� �F �ROPOSI�L�: Any bidde� may
modify h��r��osal by t���g�aphi� cnrn��n�cation at an� t�m�
p�ior �o th� �im� s�t Eor o�e�in� pr�posals, provi��d s�c�
t�X�q�aphic comrn�n�ca�ion is r�c�iv�d b� ��e �ity �anag�r
���o� to t�e a�id p�o�o�al op�ni�g t��e, and p�ovided fu�th�r,
th�� t�� City Man�ge� is sa��s���d th�t ��ri�t�n �nd du��
���h���icated �o�f �rrn�tion �f su�h t�iegr�ph�c corrtrt��n�ca�ion
�ver the �zgnature of �he bidd�r �ras r�ai�.ed prior �o tt�e
psopos�,1 apeninr� tim�. Z� srs�k� �on�irma�io� fs r�at r�cei.ved
+���lyir� fo���'-��.ght {4B1 T�rt�urs after t�� px�gosa,� oper�irtg t�rn��
t�a �Eurth�r ��ns�t�eration wiX�. be giv��t to �h� propos�l.
���2. f0 �UBL�� �PE�IN� �g �FtOPO�AL: F�ogosal� r�1��,�t� hav� b�en
prope��y fi��d �r�d #or whi�h zra "Non-cor�si��ratiori l��que��.'"
has be�n r��e i�re�3 w� 1]. �� �ubl f c 1y opert�c3 az�d �ea�t� a1oo� k�y
�he C�k�► NSa�ag�r ar �i� a�uthari��d represen�2�t�ve �t t�� tim�
and px��e ir�dicated in th� "I�oti�e to B�t�de��." All pr�posals
w�ich ha've been oper�ed and r�ad �ai]�1 rez�air� or� �i�e �r�,�h k�,�
Dwn�x� ur�t�� the contra�� h�s be�rr �,w��ded. Hi��ers �r their
�ut�,ori�ed zep�`�sen�ativ�s a�e invit�d to b� �r�s�n� �o� �i�e
op�nir�g� o� bic�s.
��-�.1� xi�R��ULAR P�D�O�A.Y��: Pra�os�ls shall �� �onsid�r�d as
b�ing "�rreg�r��r'" �,f th�� s�o�r ar��► arniss�or�s, slt��at�o�s of
formx a�diti��s, or c�nditior�s not ���i�d fort x�naut?�ori��d
al��rrtat� bid�, o�r �.rr��u].a,�i�zes af an}� kih�. �iowever, the
�2-��41
Owner �es��ve� ��e ri�h� �o wa�ve an� �nd a�1 i�r�gulari�ie�
�nd to mak� th� award of th� c�n����� �o t�e be�t in�er�s� o�
the �i�y. T��dering a �r�posal �£�er ��e �los��g �o�r is ��
�r��gu�arity wriich �a��ot be wa�v�d.
��-�.1� ���4�A��F�� ATZ4N 0� ��D��R�: Bidd�rs �a� �e
d�squ �ified and their �ro�os��s nat ca�sid�r�d fos a�y oft
bu� no� �imit�d t�, �h� �olio���g reaso�:
�. �e�son� �or belie�ing �h�� ���lusion �xists among
bidder�.
b. �e�so�a�l� grounds f�r b��i��in� ��at �n� bidder i$
����r�st�d �n m�r� than one prop��a� �ar work
�ont�mp�at��.
c. �h� bi���r bei�g i�t�r�ste� �� ��� iitig��xvn
�ga�nst ��� Ow�e� or where th� ��ne� �a� ha�e a
�Iaim aqa�nst or be �n�aged i� l�t�g�tfo� a��ins�
th� b�dd�r.
d. T�� bid��� b���� x� arrears �n an� �xist��g c�ntra��
or ha�xng de�a����d on a previo�� �on��act.
e. The bid��� havi�� p�rforrned a pr�oz ��ntract in an
unsati��a�tory �an��r.
�. Lac� of �om��t��c� a� rev�a��d b� ��e �inan�ial
� s���ement� �����i�nce record, equip��nt sch�d�l��
� a�� su�h inguirie� �s t�e O��er nxa� see fi� to mak�.
g. Unca���e��d work which, in �he �udg���� �� ���
Ow���, wi�Z ��e��nt ar �ind�� th� �romp� c�mp����o�
o� ��d�tivna� �or� if aw���ed,
h. Th� �fdd�r not ��l��g with the �wner, �ne week in
ad�an�e o£ t�� �our of ��e op�ni�� af propo�ais �h�
fo�lo�in�:
�. �inan�ia� S�aterne�� �h�wing t�e financi�X
�o�dition of the biddex a� spe�ifie� in Par�
"A�� � �pecial Instru�����s.
�. A curr��t e�p��ien�� reco�d sho���q es�ecial�y
the pr�jects pf a�a�ure simi��� �� the one
un��r con��d�r���o�, whi�h �av� been
����e�sfu��y ��mp���ed �� th� �idd�r.
3. �n eq�ipm�nt sched�le s�owing t�� eq�ipment
the bid��r has a�ai��ble fo� us� o� ��e
pr��ect,
Th� ��d P����saZ of a bidd�r w�o� �n the judg���t of �he
Eng����r, �� disqualifie� un�e� �he �equire���ts �tate�
h�r�i�, sha�l �� s�t asid� and not o��n�d.
�
��-��5)
�
�A�T C - GE�ERA� COND�TIDNS
C3-3 AWARD AND E}�ECUTI4N O�'
D�C�JMEN�'S
SE�T��i� �3--� A#�A��t� AND �]�ECiITIO�] �F D��EJi�i�t�'��:
�3-3, ��O�S��ERATIO�] ��` PRDPOSA��: A�ter gro�osals h�t�e k�eer�
�pen�d ar�� �ead aloud.t th� psc�go�als will b� ta�ul�t�d on �h�
�asi.s of th� �uoted p�e��es, th� quan�i��1�s �hovrr� in th�
praposa�, a�xd tt�� a�pli�ation of ��ck� f�rrnulas or othe�
m�thods vf brir�g�n� �t��ns to a comr�on l�asfs as ma�► t�e
�stat�l�she� ir� t�ie �ofltra�t Doc�r�en�s,
�}�e to�al, obt�ir�ed hy �a3�ing �he surn o� �h� products of unit
prf��� q�oted and th� est�m�ted qu�ntities �lus a�� �.ump sum
�tems ��d s�aci� o�h�r qu��ed �mot�rt�s as rnay en�er in�o �he cast
�f t�he �omple�.e� proae�t �ri�l b� cons�ide��d as th� amour�t o�
th� bic�.
LTnti� �.he award of the ��n�ar��t fs rna�7e b�► th� pwner, th�
rfgh� will b� res�rv�d �o r�j�ct an�r or ��� ��'opo�als and
wafv� t��hr�i�a],iti�sf �o r��advert�s� f�� new propo�al�, or �o
� pro�e�d with �he worlt in any r�anr��r a� may�� consi�7e�ed for
thE b�St ir��er�8t O� �h8 OG�L7er.
�
��-3.� MIi�QR�'1`Y Br��Zia��� �r�i'�RPR�S�fG10MEt�-��l�1ED BUS�N�S�
��1T�R�R��E C�M�L�A�k��: �ofltrac�o� agr��s to p�'�v�de �o Owner,
up.on r�c�u�stt com�Y�te and a��urat� info�ma��or� �c��arding
actual +a�rk �erform�d �y a t�inor��y �usir�ess �nt��rpar��� Ir�s�)
ar�c� or a a warnar�-owne� St��i.ne�s Enterpr�.s� (w��) on the
�ontrac� �nd t�e pa�ment th��efo�. �antr�c�o�r furth�r �gr�ea,
u�o� r�q�est b� Owne�t �o al�aw and at�dit ar�dfor an
exa�nin���.on af any boaks� r��ords, or files in ti�� posse�sion
o� �ontr��tor that� wr�l� s�bs���t�a�� the ac�ual vro�rk p�rforr�ed
�y the MAE or 1��E. Any r�a�e�rial, mi��`epr��ent�tiar� o� any
r�atur� wi1� be gr�ur�ds �or te�rmxr�ation o� �.�t� �ont�ea�� an� �'or
xnitiatfr�� any act�on ur�d�x appr��riaete fed�raJ�� stat� �r
loca� �aws an� ordiananc�s z��atinc� to ��1se s�a�em�r��s;
furths� � ar��► �x��h ��.�represerr�.a�ion ma� �e grour�d� �or
disqu�li�i�a�iox� o� �ontrac�o� at �wn�r's 8f�cretion �or
bic�d�.r�q �n f��w�ce �on�ra�ts wit�h t�� Dwn�r �o� a p�ri�c� o�
t�me �f r��t ��s� thar� �i�c � G� r�an�hs .
�3-3.� E�IIAL �MFL03C�lEt��` �RQ�iI��ON�; �h� �or�tza�t�r si�al.l,
�vmply witY� �u���nt C�t�► ��dir�artc� ��0�71�1.�1ilC� �iscrfmination
in �mp��yznen� �ract�ces.
� r=
�3-3 {l�
Th� �ontr���o� shall po�t the req�ir�� ��tic� �� �hat �f€ect
on the pr����t si�e, a�dt a� h�s �eq�estx will b� pro��ded
��sxsta��� by �h� Cxty oE ���t ��r�h's Equai �m�����en�
O�f icer who wil� ��fe� any qua��f �e� ��g3, zcant h� may h�v� ��
fi�� �n hi,s o�fi�� �o the �ont�actor. P►�pr��riat� n�ti�es m��r
#� �cquz�r�d fr�rn �h� Equ�], �m�layn�ent Of�icer.
�3-3.A �ITHpRAWAL OF PR�P����.5: After a pxopasal, has be�n
r�a� by �h� Owr�er �t car�not t�� �it�drawn �y tt�� �z��er +�i.th�n
fo�rt�-�ive (45) da�rs s£ter the date or► �hi.ch the proposals
vre�� op�n.�d,
�3�3, 5 A�ARD ��' �ONT�A�'�� The Qwz�er reserv�s �he r�ght ��
�vz�hhold�i�ra� action o� th� ��oposa�s for a re�xsvnab].� �.�1�te,
not �o e�tc�ed €o�ty-f ive { 4�? days a�ter ti�� t��t� of openi�c�
��ap�sa].s, and in r�o event wil� ar� award be rna8� unt�J. ��Eter
��.vesti�ations have been mad� �� to ��e zes�ansibilfty o� t�h�
�rop�s�d aw��dee.
�'he aw��d of th� �ontract, �� a�n awa,rt� �s mader wi11 b� �o tY�e
��w��� ar�d be�t �r���ons��k� b�dd�r.
'�`he award �� the �or���act sha�.I r�ot �ecom� �ffective un��3. tF��
i]wne r h a s r�ot �, � ied t h� �or�tr ac t�r ��, wr i t i nq �f such aw�r� .
C�J�3.� �t'��'URi� p�' PFtOPO�Ai,. ��CURI�`I��; As sDo� as prap�s�d
�r�,ce totals i�ave b��n ���ermin�d ��r ��m�aris�r� o� bids, �l��
�wner may, at its di,sc�e�tionx �r�turn t}�e �roposal s��urYty
whi�h sccampanie� the pro�osals w�rci�, ifl i�s �udc�m�nt � waulcl
no� �e con�ider�d for �.he a�ard. AL], �th�r pr�pasal
�ecufi���st us�a�.X�+ those of the three low�st �i�d��rs, will be
retazh�d b� the �cvn�r u�ntil �h� requi�ec� cor��r��t� �a� be�n
e�cecuted and bond fu�ni�h�d o� khe �wn�r has otherwis�
dispoa�d af the bids� after w�ti�� t�e�r �+ill b� r��urn�d Uy �k��
City Se��e���y.
��-3.� �OND�� I��th the ex��utfon �r�d d�li�rer�+ �f th� �ontra�t
Docum�n�s, th� �or��rac�or sh��.l �ur�,i�h to, and �}I� writh tl�e
�wn�r it� th� arnount�s h�rein reqttfr�d, t�e fo1�,a�ing bonds:
�. �ERFO�MAt�CE 80��: A, g�o� �nd suff �cf �nt
- ����arm�n�� �on� in �n amount no� �ess tl��n 1Q0
p�rcen� o£ �t�e amo�n� �f th� c�r�tractt as ev��er�ce�
l�y �3�e �roposa�. tak�ul�t �on or oti�erwi,�e,
guaran�e�inq th� fuJ,l z�r�d fai�.�€ul executi�r� o£ th�
w�x�k �nd p���ormanc� o� the �or�tr�c�, and for t�re
�ro��c�.ian of t#�� Qwn�r ��:d al� otl��r p��sons
�g�inst dam�ge by reason �f r��g�ig�r��e �f th�
Cohtract�rx oar �,mpr�p�r execu���n af the w�rk c�r
t}�� u�se of inf��ior mat��i,als. '��is performan��
C��3 i21
�on8 shal� guaran�e� t�� ga����t �o� al� ��bo�,
mate�fa�s, �qui�ment+ s�p��i��x a�d s�r���e� �se�
in the co�structio� �f �he work, a�8 sh��l r�main
in full farc� and e�fec� unti� p�o�xs�on� as above
�t��ulate� are accomplisher] and finsl p��r�ent ��
m�d� or� �.h� pzo��c� b� th� �it�.
b. MAfNTEI�A�1�E �0�#D: A go�c� �nd su����xer�t
mair�t��ance bondR irr �h� �r�roun� o� r�at� Y�s� �tk�an
100 p�:rc�nt of th� a�aut�t� of th� corttra��, as
evi�e�ced �y the ��opvsal �2�bu�a�ion ox o�P�erwis�,
guaran�ee�ng tl�e pr�m��t ��].X ��c� faith�ul
p�rf�xr�ance a� �h� ger�eral g�arar�t�► �rhic�, f� set
�arth fr� �a�agraph �8-8..1�.
c. PA]�M�NT BpI�D: A�ooc� arrc� su�fici�n� payment bond,
in an a�o�nt not l�ss th��t 104 g�rcent of t�e
amoun� o� the ca�ttr�c�, as ev�id�r�c�� by tne
p�opos�l �ab�Ia�i�r� �� ot�herwi$�x gu���nte�ing the
pror���, �t�ll and �a�thful p�►�rm�n� o� �11 cla�mants
�,s d�iin�d ir� ,A,,rtic�.e �].60, Revised Ci^�i� St���t�es
o� T�xa�s, 1�25, as amer�ded i��► �3ou�e ��.11 344 �cts
5��h Leg�.sla�u�er #���u�a�e S�ssiont 7,959, e��Eec�ive
April �7, r95�r a�td�o� �h� ���e�� v��si►on ther�o�,
su��p�}��ng 1abo�c and rna�e�r�a�s �n th� �aras��u�a.on ��
` th� worF� ��ox►i�ed for in tk�� �on�ra�� t��ir,q
cor��tr�c�ed und�r �hes� specif �c���.or�s. �aym�nt
�ond shall ��ma�t� ir� for�e un�il �,1�, �a}►m���.s z�s
abov� sttpu�ated ar� r�de.
�
d. ��F3�R BON�S: Such oth�r ba�c�� �s may be r�q�i�ed
b� t���e �on#.ract �o��z�en�� ����1 be ��rnish�d b�
the �ontr�ctor.
I�o suretie� �ri,l� be �c��pt��i I�y �he O�vne� w1ni��, �r� at t�,e
t�r�e �n d�faul.t or ��linqu�nt on an� bond� or vr��.�l� ar�
interest�d �� a�r��+ l���gz�ti,or� �ga�n�� �he o�r���r. A11 �an�s
shall b� mac�e or� �h� �orms fuaen�sh�d b�r t�h� O+�n�� ar�d shal]. be
�xecu�+�d 3�y �►� appro�ed ��rety �osnps,r�� doir�g �ua�n�ss �n t�e
C,tt�r of k'o�� i��rtl�, Texas, and whi�h is ���e���ble �o th�
own�r. In �rdex to b� �ccep�.able� tt�e �am� of �he su�ety
sha1l �� ir�clud�c� or� th� cr���r�nt U.S. �`z-�asury �is�. of
acc���a�l.e sureti�sx ar�d �h� am�unt a� b�nd w�itt�n by any one
a�c��ta�le �ampan�+ �hsll r�ot e��e�d th� amount sh�wn ot� tk��
T�reasur�+ �ist for �hat corng�n�. Each bond shali b� prope�3�
e�c����ed b� bott► t�e �ontracto� and �ur�t� �o�►pany.
��ouYd �n�r st��e�� on the �ontrac� b� de�errnin�d unsatis�a�t�r�
a� any time 1a�r tt�� �wnerrt �notfc� will be giv�n the �or��rac�or
� �o �hat effect and the �ontractor shal]. lilliEi��iB���,� �J���1C�� a
��-� {�)
��� s��et� s�ti�f��tory to ��� Own�r. N� p�yme�t wi�l b� made
u�de� the �ontra�t unt�l t�e new �u�eLy or s�reti�s, as
����kr�dt hav� qua�i#�ed a�d ha�� b�e� acc�pted by the ow��r.
T�� c��t���� �ha�� no� b� ��erat��e no� wi1� any �aym�n�s ��
��e ar paid unti� a�prov�l o� �he bonds �� �he �w�er.
�3-3.6 E?CE�UTZOS� OF CUI�TRA��': V���hfri t�n �10) days �ft�r the
pwn�r �as ��► app�eo���.a�� re�o�.u�iont or atherwi�e, awarder� t��
���,t�a�t, �h� �on��acto�r shall exe�u�e a�nd iE�.1� with tl�e Own�r
the �ontrac� and su�h bor�ds �s sr{ay be r�qui.xed �n the �or�t��ct
D��um�nt�.
�1� c�r�t�act s�ta�� be bin�ing r�pon t�e owner ur��il it has been
attested b� th� �it�r ��cr��a��r agPr�+v�� s� to form a�d
].eg�].ity b�+ t�� ��ty �it�o�r�ey� and ��ce�ut�d for �Y�� O�nex b�r
�ith�� �i�e Maya�r o� Ci�y Ma,�ag�r.
�3�-3. � F�II�,�JR� T� E�{�CU'i`E COt�TftA�T= 7,'�e ��ilur� of �h�
Awardee to �xecu�e �k�� r�quzxec� bond o� �ont3s or to si�t� �he
reguired contract �ithin t�n �X�? days aft�r �h� �antrac� is
a��arde� shal�. �� can�ider�d b� �h� Ow�ner as �n �,1���donm�rrt �f
his prapo�a], and t�i� �wner r��,�r ar�nul �he �ward. ��r reason of
t�e un��rt�ir�t�r of t�� m��k�t pri�es of �n,��e�ia� and �a�o�,
�r�d it be�r�� i.rnp�'����cabl� and diff��t�l� to a��ur$�e��►
�etermine the amo+�nt o� ��mage� occ�ri�g to �h� Owr��� by
r�a�on �f �aic� �wa�d��'s £aa.l�re to �x��u�e said bonds �,�d
contrac� within ��� (10J d�}�s, �h� pro�c��2►1 s�cu�it�
a��ompar�ying th� propos�� sha�� be �he ac�r��d a�a�tn� of
damag�s wh�.ch �wr��� w#.�Z s�xff�r by re,�so�t �f �s�ch f�i�u�e on
the p�rt �� ��� Awa�rde� az�� sha11 tix��r�upor� immedi�����r b�
�o�c��i.�ed �.o �he Owz�er.
The filing of � p�o�os�l, �aill �e consider�d 2�� an ac�e�t�n�e
of th�s pr��►ision ��r �he �idd�r.
��-3.10 �E��'Nt���d� WORK: T�e Con�����or shal�. r�ot �or�rtence
work until auth�riz�c� �.r� wri.�ing t� 8o so b�► th� Owne�r.
9�ould �h� �or���a�to� £�i.l to �ornm�t�c� �rork a� th� sit� of the
pro���� wi�hin �}�� �i,m� stipu�,ate�i �.� the �r�eitt�n
�uthori�at��� t�s��,�ly te�med the "w��k Drde�" a� "]�ro�e��
Order*, it i� agr��d �hat� ��� 6urety Camp�n�r �i,11, wi�hi� ten
{1�� �ays afte� t�i� corn�r�n��mep� da��e �et foaeth in st��h
�ritt�n au�h�r,iaatia�, ��snm�n�� t�� ph�rsical exe�ut�ion o� th�
�on�ract.
�3-'�.11 INSI�RF�i���; '�h� �o�t�actor ���1.1 t�ot com��nce wo�1c
und�r this �ar��ra�t� untf� he has ��t�it�ed ��1 t�x� insu�ance
r�q�ir�rl �sr�d�r th� �ontr��t ��cum�ntsr and �u�h �nsurance h�s
been �ppro�red by �h� Owner. T�e prim� ��t�tra�c�or si���l �e
r��po�si�le for deki^v�ring �o kl�� �wr�e� �Y�e sub-can�r��tor�'
�3�3 i +4 �
c�rtifi�ate of insuran�� for ap�ravai. Th� �rirne �antrac�ot
shall ��d����e on th� �er��ficate o� ins�r�n�� ���1 uded fn th�
docu��n�s £or ex��u�ion wh�t��r o� ��� �is tn���ance �over�
sub�contrac�ors. It �s t�� �n��n�xo� of �h� Ow�e� tha� th�
��su��n�� coverag� r�qui�e� ���ein sha�l in�lu�e �h� covera�e
of a�� s�b-co�tr��tors.
a. C�M�E��Am��� I��U�A�CE: Th� �a��r���or �hal�
maxntai�, duri�g �he life of th�s co��r�et,
Wo�k�rs' Cornpensa�i�� Ins�r���e o� all of hfs
�m����ee� �o be e�gage� in �o�k o� th� p�o�e��
u��e� th�s contract, a�d fo� a�l �ub�con�rac�o��.
�n �as� a�� �lass o� �mployees �ngaged �n h a�a��ou�
wo�k on th� groj�ct under this a�n�r�ct is not
p�ote���d �nd�r the �ork�r�� �omp��sation ��st�t�,
th� �antract�r s��l� pro�i�e ad��u��� employ�r's
�e��ral l�abi�it� �ns����c� £or �he pro�e�tion o�
s��h o� his �mplo�ees no� so prot�c�ed.
�. C�l+1PREFiEt�9I'VE �E��RA�, L��,BILZTY �I��UFtA��E: Tl�e
�ontra�tor sh�,�]. p�'ocu�r� a�d �ha�]� main�ain �uri�ng
the �i�e o� tk��s cor►tra�� �ontra�ta�`�
�o��reh�rtsi�� ��n�ra� Liabi�ity �t�sur�r�ce IPub1�c
� Liability and P�op�rty' �arnage Zt�su�tancel iri a�
_ arr�our�t not L�s� than $5��,000 �o�rer�nc� �2��h
o�currenc� os� a��aur�t �f badi].}► �r��ury, �t���u�fng
deathr and ir� ar� a�taunt hot �es� than $��O,OOQ
�otr�ring �ach o�c�r��r�c� on �c�ou�t of prapert�
damag� +�it�i $�,���,0�0 urn��ell� po�icy coverage.
�. ADD�'�I�NAL LIABILITYa Th� �ontr���o� shall
furnish insu��r��� �s separat� poll�ie� or b�r
�dd��i.onal �r��a�sero�n� to ��e o� th�
a�o�r��men�i�or�ed poli�i�sF an� �n ��� amount as se�
�or�3� �or pub�ic �iabi�i�y ��c� prop�r�� d$m�g�, t��
�ollowfng irtsuran�e:
1. Cont�nc��n� Lia��lity {��v�rs ��neral.
�ar�tra��or's Liab�lity �or a��s of
sub-car�tr�c�ora?.
�. Bl�st��g. ��ior t� any ��as���g b�ir�g �one.
�. �allap�� of huilding� ar st�u��ur�s �d�a��nt
�o excsv�tt�n � if e�c��vations are to b�
�:. r�or��d ad jacent to ���n� } .
�. D�m�g� �o �n��rgrour�� utili.���s for ��OOt��O.
�•
C3-3 {51
5. B�i�B���� r�s� iwhere ab�ve-Q�o��� �tru�tures
a�e �r�volved 1 . . --�
�. �ont�actt�a� L,iabilit� {covers al�
indemrtifica�io€� requir�m�nts of �ontrac�� .
d. P.U'��i�10$�L� TNSUFt�1Ix7�E -� BODIL� Zt�IJUFt� 1pil�iJ PF�O�$RTY
DAMAG�� �'h� Contractor sha�7, procure ��t� m�ir�tain�
during t�1e 1.��� o� thi� �ontract, �am�reh�r�sfve
�u�or�ob�.1� ��ability fnsuran�� in ar� �m��,nt r�ot
l�ss �hat� �250,00� for in�urie� in�Yut3�.ng
���id�n��,l de��h to any one per�on and su� j�c� to
th� s�rn� �i.��t �ar each p�rson an �mount r�ot �ess
ti�ar� �540f4�Q o� �c�aur�t �� one �cci��n�, and
a�tarnabi�e prop�r��r t�arn�g� f n�u��.:tce in an amoun�
na� l�ss than $1�p,U��.
�. ����E OF' �t��UFt�N�E AND �F���AL �IA�A�iT): Th�
�n�u�ar��e �`et��i.red �nd�r ti�� aba�e p�ra�r2�pt�s sha�.l
��ovid� �,dequate �zotection for the ��nt������ ��d
�is sub;contracto�s, �ces��c��v��yt agair�st �l�,mage
clairns which r�ay �rise frorn op�ra�io�s �,z�c��r this
�or�t�ea��, �+he�h��' �ucY� �g�rat��ns �re �y ��e �nsured
�r h� an�or�e d�r�ct�� or inc�irec��y er�p�.o��c� by
hfm, �,r�d ��so �gz��iz�st any o� the fo��o�*�r�c� special
haza�d� which may be �ncount�r�� in �I�e p�r�ar�tanc�
of ��� Cont�a��.
�. PRODF �k' CA�tRIA�E OF �N�URA���: The �ontractor
shall �urr�ish t�� Owr��� w���t �atisfa��o�r� p��o� af -
�otr�rac�e b� insur�n�� �rec��ired �r� th�s� Cor��xact
Doc�am�n�s in amaun�s �n�3 b}► �a�rier� ���.x��ac�ory
to �h� Owner. ���mp�� �����h�d.i A1� insurance
req�i�eme�ts m�d� up�n �he Co�t�actor sha�Y aPpl�
to the s�t�-�cori�r�����', sl�ould th� Prime
�or��ra�t��' � ir��u�ar��� not c�tre� the
sub-�ontractor's work o����t�or�s.
g. �,�CAL AG�NT FOR xNSURANC� AND H��]D�NG: Tk��
insa�ran�e �nd �on��.ng �ompan��s �ai�h w���n tite
��n���c�or's .�r�s�x�'sr�ce a�d ��r�orman��, pa�m�rr�t
r�a�nter�an�� and ���, s�ch ��.he� �onds �,r� writt�rr
sha�l b� ��pres�r�te� �� an �c��r�t o� ag�n�s havi.�g
�r� o�fi.�� J.o��,t�� w�tri�rr t�i� �i�.� �imits of ��te
C3�3 �6}
�ity o� F�rt �or��, Tarra�t �ounty{ fiexas. Each
�uch a��ht �hall �e a du�� quali�ie�, on� �pon whom
��rvi�e of pro���s ma� b� hadR an� must h���
authority and pow�r to act on behal� o� ���
��s��anc� an��or bondi�g �ornpany to neg�tia�e an�
s�t��e ���h the �it� o� �o�� �o�th, �r a�� oth�r
��airnant, any �l�i�s th�t �h� Cit� o� Fort Worth or
oth�r cla�mant or any p�apext� owner ��� h�s be��
�am�g�d, m�� �av� agai��t th� ����ractor�
insurance, andlor �o�di�g ���pa�y. If �he ��c��
i��u�a�ce �epresen��tiv� is �ot so ��gowered b� the
i�suiance or bond��g co�panf��t then ��ch autho�i��
�ust be �est�d �n � �ocaZ �g��t or clairns o�f���r
re�i�i�g in ��� M��rop�ex, th� For� �vr�h��a���s
ar��. The �am� of ��e age�t or age�ts �ha1� be ��t
fa�th on all o� such b�nds and c�rti�i�a�e� a�
i�s�ran��.
�-
�3-3.�� �ONT�A���R�S OBLI�ATIpN�: U�der ��� ��ri�r��t, �h�
��ntrac�o� sha�� pay �or all mate�ial�, Yabor �nd ser���es
�h�n due.
�3-3.33 �EE�LY PA���L�: � cer�ffie� �op� of ea�h payrol�
�over�ng p�yment af wages to �il ��r��n engaged i� w�r� o� th �
pr��e�t at ��e �i�e o� the p�o���t shall b� furni�h�8 to t��
�w�er's repr�se�tative within seven i71 d��� a£�e� t�e ���s�
o� �ac� �a��o�l per�ad. A�o�� �r ca�i�s �f ��e app�i�a���
min�mum �age rat�s as s�t £ort� �n the �ontract D�cum�nt�
s�a�l b� �ep ���sted in $�o�sp��uo�s g�aa� at th� si�e o� ���
p�oject �� ��� t�rnes du��ng th� caurs� of t�� �o������.
�o�ies �f th� wa�e rat�s ��XX �e �ur�ished t�� �ontrac��xr ��
the Own��# h�w���r, postf�g ��d prote�tio� o� the wsg� �a���
s���1 be th� ��s��nsibilx�y o� �he Contracto�,
�3��.14 C���R�C�OR'� �O�T�ACT ��M��ISTRA��O�: A�� �o�t�a��orf
wheth�� a p�rs�n� ���so��, �a�tn�rship, compa��, f�rm,
a�sociation, �orporat�on o� ot��r w�o is approve� to �o
�u�iness ���h and ente�� �nt� � c�ntract w�th the �i�� �o�
c�nstruct�on of water a�d�o� ga�ita�y sewer facilitie�, �xll
h�ve o� s���� �atablish $ fu�ly operational b�sin�ss a�fice
��thin trie Fo�t wart�-�a�las metr�p�l�ta� �r�a. T��
�o�tractor �h��l �h���e, delegat�� or �s�i�n this office �ar
h� ��� d���g��e his P�oj�c� 9u�e�fn���d���) wi�h fu11
aut�o���y �� tr�n�ac� �11 busin�ss ac�ions re�ui��d in t�e
p�rforman�� of the �ontr��t. T��s 1���1 �uthorit� shall h�
m��� responsi�l� to a�t for t�e �on��a�tor in a�l rnat�ers
pert�����g �o th� w��� �o��rned by the Ca���a�� wh��he� xt be
admi���tra���� o� othe�wise and �s such s�all be �mpower�d,
thus del�ga�e� �nd ��re���8, tv s�ttle all ��t�ria�, l�bor or
� other e�pe��itu���, a�� ��aims a�a�nst the �ork o� �n� o�h�r
C3--3 i 7 }
m�tter as�o��a�ed �u�� as m���tai�ing a�eq��t� ��d �p�raprfa�e
ins�ran�� �� sec�xxty �o���ag� �o� �h� ���je�t. Such 1oca1
a�th�ri�� for ��mx�istra�ion of the �ork und�r �he ���tra��
s�a�l �� �a���ained u�ti� ��I �Usx��ss ��$�sact�ons exe�ut�d
as part of �h� Con���ct ar� �a�p�et�.
�ho�1� t�� �o�tractor*� princ�pal bas� o� ap�rations be ot�e�
th�n �n the F��t Wort�-�all�� ��tr4polita� ���a, n�t���cati�n
of th� ���txactor'� a�si�nme�t o� loca� autho��ty s�a11 b�
rt�ac�e in wr��{�g ta �.h� �nr�ineer �n advan�e o� any work on �he
pro�e��, aXl approp�x�t��y �ign�d �nd s����$, �s appJ.icab�e�
by t�i� �ont�actor'� r�spor�sibl� offic�r� with #.h�
ur���rst�n�inc� �hat �hi.s wri�t�� assic�r�m�r�t of ��thori�}► to a
lvca� rep�esertt�t�ive sha�1 b��ame part o£ th� pro�ect �c�r��.rac�
�� though bound �i��ctly �r�to th� p�roj�ct do�u�r�err�s. Th�
i.r�t�nt of th�se ��quir�mer�ts is ��at �11 �ratt��s as�ocia��d
w�th the �or�tr���o� "s �tdmi.riist��t�or�, �r#���h�r �� �� orier�t�a�
i.n �urtY��rtnc� t?�� w�rk, ox o�her, be gov�rn�d �ir�ct �y Io�al
�zakhori�y. T�is s�rn� r�q�i.r�rn�nt is i��os�d on inst�tar��� arr�
s�re�.� c�ve�2�ge. �houl� th� �ontr�ctor's lo�al te�res�ntativ�
�si.Z to per�orr� #�a t�he aat�s�ac�iot� o� �nc�ir����t th� �n�ir�eer,
�� h�s �ole d.��cret�on, m��r dem�►n€i that such �oca�
�epr��er�tat�tt� �e r�plac�d �nd t�e Engi,r�eer ma�, at �i� sol�
c�fscre��on, ��op ��� �aork �n�.i2 a n�w lo��]. a�tho�`i.ty
s��xsfac���y �� �he E€�c�ir��e� i� ��sic�n�c�. C�� ��edi� v�
wo�3�i.ng time wil]� be for p�x�,ods in w#��ch ���rl� stop�agas a��
ir� �f�ec� fox` this �ea�on.
�3-3.1� �t�t�UE: ��nu� o� any ����on ���einunder sl�all �e
ex��us�veYy in T�,x`�ant �o�nt��, T��[�,s .
�3-� f61
�AR� C �- ��t��RAL �0[��YTY��#S
C4-4 �C�PE ��' ��ItK
SECT��N �4-4 SCOP� ��' Wb1��C
��-4.1 �S�'��NT ��` ��t�'��tA�CT ����MEt���a: It is the def i�it�
�,�t�r�tior� of th�se �ontract Do�urn�nts to pravid� for a
comg�et�, usefu� �roje�t whi�h the �ontractar undertak�s to
�or�stru�t or �urr�ish, �J.1 i� full c��np�ian�e v�ith �h�
r�quirem�nt�s artd fnt�n� of t�e contr�c� �o�umen��. �t ��
��f i�ritel�► �r�c�er$�ood ti�at� �h� Cont�actox` s?�all do a�l. work �s
�rovided fo�r i.r� tk�� �or►�ra�� �ocum�nt�� �ha1� do all e�tara a�
��ecial wa��c as may be c�r�sid�r�d by t�� O�nar �� n�c���a�y �o
co��lete th� pro�ect xR � sstia�actar�r ar�d ���ep�eble rn�nt�e�.
Th� Con�racto�r �hal.�., unl��s oth�rwis� �pe�i�ic�ll� s�ate� �n
thes� �ontract ��G`LiRkAR�Si �urn�s� a].�. �abor, tools, rnate�i�lst
ma�k��.nery, �qui.�rn�r�t, sp��ial. servfce�r and i.nciden�a�ls
necessar�r to the pr�s�cu�ioex a�d carnpletiot� o� t�Y�e p�o�ec�.
�4-4.� �PECZAL ��tOVI9IQ�]S: Shoul� ar,� w�or� o�c �o�dit�on�
i�hi�h are no� thoroughl�r ar�d satisfacto���� s���u�a�ed o�
,- c�v��r�d b� ��ne�aL o� 8pe�i�X �an�i�ians of these �ontr�,��
� �o�um�nts be antf�ipat��c�, �r should t�ere be a�� 2�dd��ional
� propased work �rh�ch �s not ��ve�ed b� th�s� �ontra�t
i�oc�rner�t�, th�n "��ecial. Provis��r�s" �o�'�ring a�� ���� wo�]c
wiJ.� be �re�ar�� �y� �he �wr�er pxetrious to the time of
receivir�q bids a� p�rop�sals fox �t�ch w[�a�k �nd f�rrtish�� to the
8i8c�er i.n the for� of ��denda. AY1 su�l� "��a��al. Prov�si�ns"
st�aL1 �� �onsi�ered �c� be a gart o� �h� Contr��t �o��ments
jusfi as though th��► w�re arigi�iall�► �r�i��.�r� �h�r�i�.
C4-�4.3 i�#�R�AaED QR �ECR���ED QUAN�ITIES: Th� �wneac ��s��eves
t�� �igi�� �� a�ter t�s� �u�ntities of�—w'o��t �o b� perforrned
o�r t� �xt�r�d or shorten th� improv�m�r�t� at ar�y �irn� w��n anc�
�s �o�nc� to b� nec��sa�r�� an� the ��r�tractor sl�a11 pe�cforr� �he
worl€ as aYt�r�d� it���r�ased or ��cr�as�d st the r�r��t p�i�es.
SucY� inc�ea�s�d or �e��reas�d quar�tit�r ah�i� r�o� b� mo�e th�n �5
pe�r�ent oi� the cor�t�m��at�d quantity of such it��rn or items.
v�hen such chanqes in��eaa� or d�cr�as� th� origir��� quantit�►
of �n� i�em or items o�E work to be done �r mater�als to 3�e
�ur��.si�ed by the �� perce�� o�r ��re, tt��r, �ither �arty to t�e
�onY��r��t sha�� �p�n� wri.t��en �eqt�est tv the other pa�t]t b�
en�f���d to a re��se� cons��l�����on u�on that portiorr ofi the
work a�ove ar �elow the �� pe�r��n� of ��� arigina�. quantit�r
��at�d i.r� �h� gropo�a�; such revised �ons�d����ian to ��
det�ra�ined by sp��ial agreernen� or �� her�inaf�er pr�vid�d �or
"E�c�ra work." #�o a��owance +�ill b� rn�de �or ar�� crianges �.r�
� a�nticipat�c� prof its €��r s��li 9u�h ��,ar�ge� be �onsi����d �►�
�4-4 ��}
w�iving a� f�validat�ng �n� con�i�fons or provisfons 4f the
�ontza�t �v�urn�nts.
�ari���ons in quantities oE sanitar� sew�r p�pes in de���
categari��, s���� �e inter�re��d h�r�in �s �p�I�i�g to th�
ov�r��2 qua�ti�ies a� sanitary se�e� p�pe �n ea�h pip� �����
b�t �ot �o ��e �ari��� d��th �a���o��es.
�4-4.4 A�TE��TI�� �� ��NT�ACT DO���E���: �y �hahg� Or�er# ���
�wn�r re��rves t�� ri�ht to make s�t�k� �h�,ng�� i,r� ��e �or�t�s�t
Do��men�s �tnd rn t�e chara��er vr quar����xe� o� t�� worlt as
rnay be n��essa�y or d�sirabl� to insr�r� �om�����,o� �n th� mo�t
satis€a�tory maz�n�r, prov�ded su�h chanc�es d� no� mst��ial��
alt�� tlne o�igir��l ��r�tr��t Docu�nent� or change �h� gen�raY
nat�r� o� t�e gzo je�t as � w�ol�. Such �l�anges sha�� r�o� b�
ca�t��.de�red a� w�,i.vir�g ox �lnva��dating aay condi.���� or
provf�ic�r� o� the Co��ract Do�umer��s.
�4-� . � �7�'£�A �++���k�: Adc3i �ion�l �+o�k m�de �e��ssary by chang�s
an� a�.t�ra�ions o.� th� �ontract Do��rn�n�s �r pf c�u�►r�ti�x�s or
for other reasor�s �or which no grices are provid�d �� t��.�
�ontract D�cum�n�sr shall be d�f�n�� as "�x�ra W�ric'" ��d �hall
be pe�`�o�rned b� tY�� �on�racto�` �r� a�cardance with �h�s�
�on#.�a�� Dacum�r�t�� o� �p�ro�►ed adtli�ions �he��to; pro�ridec3�
ho�r��'�r, �h�� befor� any extra wo�k �s bec�un a"�ha�ge �r�er"
s�tall be exe�e���d ar wri�ten ord�r iss�s�d by t�e Qwr�e� t� do
��� �r�rk €or paym�r�ts or cr�dits as shall b� determin�c� b}� �ne
o�' rnor� �ar�b�aation of th� follo�aing r��t�ads:
s. Un�t bid price previou��� a�prov�d.
�. �4n a�g�re�� l�mp s�rn.
�. Th� a�t�aX rea��nabXe �ost of { �,1 �abo� f { � i ��r��al
o� ��uipment �xse� o� th� ex'kra work for the �.��e �a
used at �ssociat�d ���n�ra� �ontractors of Ame�i�a
cu���ri� er��iprner�t �eenta� rat�st �3? �at�ria��
ez�te�r�r�� pe�eman�r��ly into the p�ro�ect, ar�d (4 ?
act�t�a� �os� of ins��'a�n�e, k�or�ds, and sa�i�l
s��uri�y �s d�terrnir��d �� th� Dwt���, plus a fixed
f�� to be �gre�d up�n but n�� �o ��c�e�c� 10� of �he
�ct��7, c�st of su�h extra work. "�h� �ix�� fe� i$
not �o inc�ude an� addi�ion�], p�ofit to �he
C�ntr��tor for rental of equipment own�d by hirn and
us�� €or tY�� ext�a wori�. �'t�e f�� sh�,ll be ful� �nd
�arn���t� comp�nsation to cove� th� cos� o�
superi�t�nd�nce, o�erh��d, oth�r g�ro�it, g�neral
and al� ��her exp�ns� not �nclud�d �n-�1}, {�1,
{ 3} � and € 4} a�rav�. The �ontractor s�all ke��
����trate co�t �e�ords �n the form and in th� me�hod
�4-4 { � 1
sugges��d by the Owner a�d ���ii g��� the �����
acce�� to all ac�o�nt�� b�l��, v�u�h�x�t and
��cards re�ating to t�� Extra ���k.
No "�hange Order" �ha�l beeo�� �ff��ti�� untii it has ��en
�pgr�v�d an� �ign�d b� �a�h af the �o���acting �a�ti�s,
�o �laim for E�tra �o�� o� any �i�d ���� be sll�wed u�1�ss
�r���e� in writi�g b� th� pwne�. �n �as� sn� orde�s o�
instru� tions� either or�� �� writ�en� ��p�ar to ��e ���tracto�
ta ���olve ��tra �ork �or w�ic� h� sh�uld rec�i�e
c��p���a�i�n� he sh�ll rn�ke �ritten r�q�est t� t�e �ngi��er
�or wri��en ord�r� au�horix�n� s�ch �x�ra wor�f p�ior to
beginning such wox�.
�hou�d � �i�f��e��e �r.i�� as to what �o�s or �oes �ot
�onst�tut� Ext��a Work, or as ta t�� ���rr�er�t thereo�� ar�� the
��gin�er ir�sists upor� f�� p�r�or�nar�ce, the Cor�t�ea�t�r sha��
pro��ed w��h ti�� +r,r��k aftar ma?�inq written �`ec���s� for writt�r�
ard��s anc� sha1� keeg ar� accura�� ���ount a� �h� ��t�a�,
��asona��e �ost �hereof as prov�ded tlnd�r r�ethod (I��rn �}.
Cla�r�s fo� extra vro�k wf 11 r�o� �e pa�ld �r�l�s� th� �ontra�to�
si�a�� f f Xe his c�a�m with ��e �wn�� wi th in f�v� � 3) da�s
b�for� t�� tim� �or ma�i.r�g t�� firs� es��mat� a�t�ar ��x�k� �rork
i� �or�� and u�x].ess the ��aim is s�pported b�r sa�. �. s f a�to�r�
4 v���hexs and cer�ifi�d pay�olls co�r�rir�� �11 l�,boa� and
m�t�ria�� �xger��ed u�on t�� sai� �x�r� Work,
f
'�he �ont�actor s1�a11 fr�rnxsh �t►e Qwner su�h in�tailation
recoxd,s of all d�+ri��zorrs �rom �he origina� �or��.�2��� Do�um�nts
�� rna� �e �ec�ssary to �nable th� �wne� �o prepa�e f�r
p��r,�anent re�ord a co�e�re�te� se� of �lans ah�w�r�g �he a�tual
�,n��a��.�tio€�.
The co�pens�►tian ag��ed upon �o�r '�xt�a wv�lc' wh�t��r or no�
�nk��#.ated �y a'ct�a�g� or�e�' s�al� be a�u��, compl�te and
�in�l p��m�n� f�r a11 cos�s Cor��r��tot inc�rs as a��sult or
r�l��.i�tg to the ch��xg� ar' extra work, +�rl��t��r ��id �os�s ar�
known� unkno+��� €�re�e�n ar u��ores��� at t�tat txme, i,ncludinc�
witl�o�zt �imi.t���ar►. any cas�.s �or d�3.ay, e�c�enc�er� o�ra�h�ad,
��,�p�� �� imp�c�. co�t� o� at�y o��e� eff�ct on chans�ed or
urichang�d w��ek �� a rssu�� o� the chang� or e�ctra work.
�4-4.6 ��HEDi]LE 0� DPERATI�NS: ��for� commen�inc� an� w�r�
und�r thi� conk�a��, the �on�ra�to� s�t�►13. subrn�t �o the own�r
and r�ce��re th� Own�r* � app�ro�raJ. there��, a"��k�edule o�
Op�rat�ans," sk�o�f�g l�y a str��g�� ].ine m�th�d the ��te ��
�ornm��cin� 2►r�d �ini.shing �ach of the r�a�or �le�tents of the
�on�ra�C. �`t�ere shall b� alsc� sh�+an th� �sti�at�� mon�hly
�o�t o� ��►rork ��� which �s�imate� ar� �� b� �xpected. Th�r�
�.
�4-4 (3)
s�a�l b� prese��ed a�
��ticip�ted pzoq�ess of
���tted �oriaan�a�1� a�d
v�rtic��X�. T�e .pr�gr��s
�1" sh��ts and a� l�a��
�� furni���� t� �he Owne�.
�o a ��mposite graph �hvwin� �he
���s��uction wi�� t�� tim� being
th� p�r�en��qe of �om�Letio� p��t�ed
char�s s�a�� be pr�par�3 on 8��f�" �
fi�e b1a� � ar �lu� �in� pr�nts sh���
�4-4.7 P���REss ��HEDU�ES �oR wAT�R AND �E�ER PLAN�
FA�Z�I�zE�: Within ten {10} days prio� �a submiss��n of
f��s� mo�t�ly pro�ress �aym�nt, th� �ontra�tor sha11
gre�a�� an� s��mit �o �h� �wne� for apprav�� six �a�ies af
th� scri�du�� �n whi�h ��� �a�tra��or propo�es �o ��zry on
�h� wo�k# the �ate of whic� h� wall sta�t th� s�v�r�1 maj��
�� ���x���s ���cludin� pra�urerne�t af mat�rials, pians� and
eq�i�m�nt} and t�e con�e�p�ated dat�s �or comp��ting �h�
same. �he �che��l� �hall be �n �h� form of a �im� ��heduie
�rit���X P�th M�thod f�PM1 r��twor�C d�a�ram. As th� work
p�eo�r��se�, th� �o�tractor shall �r���� on th� diagrarn the
a�tual progr�ss a� ��e �r�d o� �a�h� pa��r�.iax p��rne�� ��r�.od
ar at s�ch in��,rvals �►� c��x��tec� b�► �r�� �r�g�,n�e�. The
�on�ra�t�o�r s���.]. al.so revis� the s�hedu�,e �o �eefl��� a�r��
adjustsr�er��s in �ontr��t ��m� appro��d �y �i�e �nc�in��r,
'��tr�� c�p�es of the updat�d �cl��d�le sha�� �� d�Livered �t
such int�rva�s as �irecte� by the Owr���r.
As � mini�num, ti�e co�±st�'u���o� s�he�ul� sha1� �tt�orpora��
�11 wo�k ���rnen�s ar��i activ�ties ind�cat�d �n �h� p�o,�osal
and �r� th� �e��ini�al. sp�cifications.
P�exor ta t�� final �raf�irig o� trie c�etai,Ye� c��struc�fan
sct�edu�e f �.�� �ontrac�or �t�a�.� review ��� d�aft �ch�����
with th� Engi.n��r ta en�ur� th� �on���ctor'� unders�a�td�ng
�f the c�n��r��� ��qu��em�sxts .
Th� f�llowin� gt�id�lir�e� �hal� l�e �c3h�red to ir� preparin�
�he �or�struc��or� sch�dul�:
a. �S�l�st�ne da��s ar�d f�nal ��r����� comp��t�or�
dz��es sha�l b� develo�erl �o cor�form to time
c�nstra��n�s, s�q��nc�.ng ��qui,�erner�ts a�d
�ompl�tion �i.�e.
b. The cor�st�u��ion proc�ss s}�a�� �e di�r�d�� �t�to
s��iv�i�ie� with trrne duratior�s of app�o�t�.ma�el�
fourt�e,� �1�i da�s ar�d �onsL•�uc�io� values n�� to
e�����i �5�,A0�. ��bri�a�.i�n, c�eliv�r�► ar��
submittal a��ti.+ri.ti�� ��e e�cc��t��on� t� t�fs
c}ui.��l�n�. '
�d-� {4)
c, D�rat�o�s ��alX �e in c�1�n�ar �ay� a�d norma]
�a���a�� �nd �ea�her �onditfo�s ov�r t�� du� �t���
o� the co��ra�t sh��� be a�cou��e� for withi� �h�
��r����� o� ea��� ���1V1��.
d. O�e cr��i�a1 path shal� b� �how� on th�
c�n�truct�on sche�ule.
e. ��oa� time �s defin�d as th� �mount of t�m�
b�t���n th� e�r�ie�t s�a�t dat� �nd the lat�st
s�art �ate �f a criaf� o� a�tiviti�� of t�� ���
cans��u�tion s�h��u��.. ��oat time i� no� f or th�
e�cclus��r� us� or b�ne�i� of either t�k�e Con�ractor
oz th� Own�r.
f. T�iirt� days shal�. �e used for subr���ta� r��iew
u,r��ess o��r�rwise speciff�d.
�i�e �onst�r��t;or� sc�e��le ahall �s a atir�imum �� divided
ir�#.o c��ne�'al. c�t��c�ories a� in+3icat��e� ir� th� P�opos��. �,rtd
'��ck�nic al 5pec�fi�ations and each ge��r�� cat�go�y sha�l b�
�r�k�n dov�n fnto a�t�v����� in enox�c�� �e�ail �o achi��r�
a�t�.�ities o� a�p�eoximate��+ fau�te�s� i�4} day'� t��ra�ion.
.l
- Fo�' �ach �er��ra1 �ateg��yt �h� �onstructiox� s����u�e sha1�
ir�enti�y �.�1 tr�des ar subcan��eacts whose work is
�epreser��ec� �� ac���itie� tha� fo��oca �he guidel�nes of
thi� S���ior�.
�or ea�t� �� the tx�ad�s ar �ui��ontra���, t�� const�ru��ion
sche��t�e sFia�Z ir�d�.�ate the f��,lowing pro�u�emen�s x
con�tru���o� and prea�ce�tan�e actfviti.�s and �vents ir�
th�ir ��gi�al s�queztce �or equ�pm�r�t ar�d m�teriaX�.
1, Preparation �nd tr�t�smit�al o� su�mitt$�s.
�. ��brn�ttal retrie�r pe�i�ds.
3. �t�ap fabri��atiar+ and d�r�vexy.
4. Erectzon or �n�taYl�tion.
5. "rransmit�a� �f manu�'ac��rer�s vpe����on and
rnair����ar�c� �r�s��uct�ons.
G. znstaller� ���ipme�� ar�d mat�ria�� t�s�in�.
"�. �wner's op��a�o� instruc�.z.�n �if appli�able).
� �. Firta� ir�spe�tion.
C4-4 (�)
9. Dp�r���ona� te�t�nq.
1Q. Fifl a� i��p���i��.
��, i� �he �pinion of th� D�n��t �ork a����p�i�h�d ����s
behfn� tha� ����dul��, the �ontract�r sha11 tak� s�c�
a�tio� �s ���ess�ry to improve �is ��ogress. �n �ddi�fvn,
�he Ow�e� �ay �equire t�e �ontracto� to ��bma� � revis�d
�ch�d�l� de�v��tr�tin� his pro�ram and p�o��s�d p�a� to
mak� up ��� i� s�hedu��d progress an� �o �nsu�� ������tfon
of the �ork wi�hin t�e cant�act ��me. �f ��� �w�er finds
th� propased plan �ot ����pta���, he� may requir� �he
����ractor ta in��ea�e ��� ��rk forc�, �he ��ns��u�tian
p�ant and �qufp�e��, t�� �umber o� wo�� sh��ts o� t�e
ov�r�ime opera�.ior�s �ri�hout a3ditio�al cos� �o �h� �w'��r.
F�i.�t�re of tixe �or����,���r to �o�nply w�t� t�hes� z�c�uirer�ents
sha�l b� �or�sid�red groun�d� �o� de��r�ination by the Ownex
t�a� t�te �antrac�or �� f���.in� to p�osecute �he ��rk �ri�h
���h diligenc� a� wi1.3. irrsur� its cornple�xor� w�thin ���
�fm� sp�cified�
�4-4 (6)
�A�T � � ����RAL ������I���
�5�5 C�NTR�� D� W�R� AND
MA�����LS
�E��IO� ��-5 C��TRDL �� ��R� A�� riATERIAL�
�5-�.1 A�T���ITY �F ���INEER; The work �hal� b� p�rformed t�
th� s�tisfa�ti�n of th� �ngin��r an� tn st��et comglianc� wi�h
th� �ontract D�curn����. �e shall �eci3e al� �uestions w�ich
a���� �� to th� qu�Ii�y a�d �cceptability o� mater�a�s
�urn�shed� �o�� ��rformed, rat� of progr�ss of the wor�,
overal� seque�c� of Che const�u�tio�, in��rpretatfon of the
�v��ra�t Docu�e��s� ����pta�i� ���ffl�me�t of t�� co�tra�t,
�ornpe�satfon, �utu�l ��ghts b�tween �ontra�t�r and �wn�r �n�er
th��� ��ntra�t Doc��e��sf �up�rv�sion of t�e workt resumptian
o� op�ratians, and �11 o�he� �ue���o�s or di�p���s �h��� ma�
a�i�e. En�f���r ���1 no� be r�a�onsib�� for �an�r�c�or'�
���ns, m�th�ds, te���iqu�s, ��qu�n�es or procedures �f
�o��tr�ct�on, a� ��e s�fe�� pr��au�io� and �ro�rams i��ide��
t��reto, ��� h� wi�� �vt �e r�sgonsib�e �or �ontra��o�'s
�a���re t� pex�o�� �h� w��k �n a�co�dan�e with t�e con��a��
do��m���s.
�-
' �le shal� rl���rrn�r�� th� ar�ourrt and c�ualit� o� the �ork
��m�le�ed and r�at��ta�,� �urnishe�, and hf� de�isions afld
�s�ir�ates �sha11 �� fina�. 8is est�mat�s ir� s��h e�rer�t sf��I�
b� ��on��tio� �o the ric��t af the ��nt�actor ta receive m�ne�r
��e hi� und�r �h� �or�tra�t. �'he �wner sha�� hav� ����u�iv�e
auti�arity to �r��or�� an� make �f€ec�ive s�ch n���s�a�r�
c3e�isions a�d arder$ as th� �ontra�tar fa�l.� �o ca��c� ou�
��rom�tly.
�n th� e�te�� of �ny dispute between tkte ��gin��r �t�d
�o�tract�r o�r�� �h� deci�ion �� the Errgir�eer on �ar��r s���t
�natt�r�, �#�e �ngi,n�er ��s�, within a reasonabl,� time, �por�
written re�u�st of the ��€�tract�r� �ender ar�� d�liver to �o�h
the Owr�e� and �ontractor, a wri�ten c3e�ision on t�e r�at��� �,r�
�ar��r��,e�s�.
���5. � COi�FORM��Y �'ITS ��At��: Tl�e fir�ish�c� proj�ct in all
cases sh�11 confor� with l�nes� grat3�s, cros�-��e���ons,
� inf sh, �nd di�ensior�a shawn on th� �lans or �ny o�Y►e�
��c��irerner�ts o�h��wise descri�e� ir� the �ontr�c� Doc�sn�r�ts.
Ar�y devi���on �r�m ti�� a�proved ��r�tract ��cumen�$ �ec�u�.x'�d b}*
the �ngir�e�r dur��tg cc�r���aeu�tion v���l in ail �ases �e
c��t��r�i�ed b� t�e �ngine�r and authorized �y #.�� D+��rer by
�l�ange �rd�r.
�
,
�s--� cx �
�
��-�.� �ppR�IN�TTQ� �F C��TRA�fi ���UME��S: Th� �oritra��
Oocum�nts are ma�e up n� s��er�� �ections, whic�, �a�en
ta���h��f ar� intend�d ta describe and p�ov�de for ���m�l�te
�nd �se��� g�oj�c�, and any requrr���nts a���arinq fn ��� af
t�e �ectfons is as bi�ding as �hough it o��urr�� x� a��
sect��n�. �� case of di�cr�p�ncf�s, �igured �imen�i�� s�all
gov�rn ov�� s�aled d���nsions� p�a�s sha13 gov�r� o�er
spe�ifi����ons� s�ec�al c�ndi�io�s s��Yl govern ov�r ���eral
�an�z�xons a�d sta�dard speci�i��tion�, �nd quantities shown
on the ���ns sha�� gov�r� ove� thos� �haw� in the propos��.
�he Contr��t�r s�a11 no� t�ke ad�an��g� �� any a��ar�nt error
or omis�io� �� t�� �o��ract U�cu�ents, a�d th� �w�er eh��� ��
p��mit��� to mak� such �orrectians ar i��e�pr��ations as rn��
�� d��m�� �e��ssar� for the ��lf��lrnent of t�� int�nt o� the
�ofltra�t Do��m�n�s. I� the �v�nt the �ont����o� dx�cov�ra an
�ppa���t �rror or dis�r�panc�, �e s�all imro�fli��el� cal� t�i�
con�i��on t� �he att�ntion of �he ��g�nee�. �� the ���n� o� �
conf�i�� �n ��e drawi�ga, spec�fi�ations� or ot��r portion� o�
th� �ontr��� pocu��nt� which w�re �o� �eport�� prior to th�
award of �ontr���, t�� Contractor ��al� b� de�m�d to ����
quoted th� Y:t�st ��p�ns�v� r�so�ution of ��� ����lict.
�5-5.d �OOPERATIO� Q� C��T�AC�O�: Th� ��n����tv� w�lZ be
fu�ni�hed w�t� t�re� sets of t�� �o�t�act Docum��ts and shal�
hav� availa�l� on t�e sit� of �he p�ojec� at �l� �i��s one s�t
of ���� ��ntrac� Docum��ts.
��� ��n�r�ct s��ll q�ve t� the w�rk ��� �ori��ant attention
�ecessa�y to facilita�e t�� progrea� the�e�f a�� sha��
�oo�erat� wit� �h� En�inee�x h�s in�pe�tor� a�d�o�her
Cantrac�ors in e�ery passible �a�.
T�� �a��x�c�a� shali at all ti��� h�ve co�p�te�t pers���el
avaii��l� to �h� �����c� sit� for p��p�r p��fo��an�e �f th�
wor�. The �on�r�ct�� s��11 provid� ��� ma��tafn �t ��� �irn��
at �h� si�e of the pro��ct a�o�pete��� E��lish�s������g -
�uper�nte�d�nt and �n �ss���a�t who ar� fu��y su�horized to
a�� as the �ontra�t�r�� �gent an the �ork« �uc�
�up�rin���t�ent and his assis��n� si,ali b� capab�e of �'�ading
and unde�estandz€�g �h� �ontract Do�umer�ts and shall rece�ve �nd
ft��.fi1.3, ins��x�c�fons �r�m �h� QWn��t �he �ngine��e, or his
au�hori�ed repr���nta�ives. p�rsuant �o �riis r�spon�ibilit�►
�� th� C�r�tra��oz', th� Contra�to� sha�l d�sxgna�� ir� �rftir�g
to the pro���t sc��ear�n�e�der�t, to ��� as the �or���cact�r's
ac��n� on the wor�c. �uci� assistan� �a�ojec� sup���n���d�n�
s�t�l�. be � r�sider�� of �arrarrt �ounty, Te��s and sh�].I �e
�ubj��t to callf �s� i� the p�oj��� �up��fnt�nc��nt� �t ar�y ti�t�
o�f ti�e d�� o� r�iqht �rt �n]� da� of �h� we�k or� �rh�ch �he
�r�c�in��� de�ez'min�s that ��,rcum�tanc�s r�c�uzre tt�� �r���n�e on
�.k�� proj��t �i�e of a r�pr���n�2�tf�e of �h� �or�tractor ta
�5�5 {2�
adequ��ely p�o�id� �o� t�e sa�ety or c��v���e��� of th�
tr��eli�g p��lic o� t�� owners of p�opert� �cro�s whxch th�
project ���en�s a� �he sa��ty o� proge�ty �antiguou� to th�
�ro�e�t rou��ng.
!
�
The ��ntra�tor �hak� grov�d� �1� faci�i���s �o enab�� the
��gi�e�� an� �is ��s�ector to ����in� and i�spect the
�or��anahig a�d ma��rials �nt�ri�g �nta the w�rk.
�5-�.5 EME��EN�Y A���Q� R��TiF��AT�Q� W�R�: ���fl� ln the
�pin�on o� t�� �wn�r or E�g�n�er, � condi��on of eme��en�y
�xists reLa��d to a�y ��r� af the �o��� �he C�ntrac�or, or t��
�ontr��to� thzoug� his ��siqna��d �ep�esentativ�� s��11
resp on� w��� dis����� to a�erba� regues� �a�� �� the �wn�r or
�ng�n��r to alX��iate ��� erne�ge�c� coridi�ion. �u�h a
��sp o��� sriall o��ur d�� or night, w���h�r �h� �ro�ect is
sch�dul�d on a cal�ndar�da� or o� a working-d�� bas�s.
�hau�d �he Con��a�tor fafY to ��spand ta a��q���� �ro� th�
E��inee� �� re���fy an� d��crepanci��, omissio�s� or
�orrection� nece�sary to ��nform wxth the ���uire�ents of �he
praje�� �pe�if��a��ons ar �l�nsf �h� �ng�neer �h�xl �ive the
�ontrac�or �ritt�� notic� �h�t such work a� chan�es �r� �o ��
p�rformed. Th� wri��efl �ot��� $�all di�ec� ���en�io� to th�
disc����nt co��i�io� and requ�st th� �o�t���tor to t�k�
�em�dia� ac�io� �o c�rr�ct t�e canditxon. �ri �he e�ent ��e
Ca�t�actor doe� not �ake posit��e s��ps ta fu��ill th�s
w�����n reques�, �r �o�s not �ho� j��t ��us� for �ot ta�in�
�he p����r ac��on, wi���n �Q hou�s, ��e �it� m�� t�ke s���
r�med�a� act�o� with ��t� farces or by contr���. Th� �i�y
�hall �h�n de�u�t a� �m�unt equ�� �o �he e�tire �osts �or such
remedia� act�o�f pl�� 2��� fsom a�� �u�d� d�� t�� �o�tractar
an th� proje�t.
�5-5.� F���D OFF��E: The �antr���o� �h��� provide, at na
e�tr� �omp�ns��i�n� �� a�equat� field of�ice �or use o� the
Engin��r, i� sp�cif��ally �ailed �or. ��e field �f�ie� shail
�� not ��s� t��� �0 b� �4 feet in �loor area, su�st�ntia�l�
co���r��t�dt w��� h�at�d, ��r c���itio��d, li��te�f an�
����her�prao�t ao thst docu�en�s wi�� not b� �amaged by t��
e�ame�ts.
C5-�,7 ����TRUCT�O� ��A�E�: The C�ty, �hrough i�� E��ine�r,
��1� �ur�ish t�� �o�tractor with a�l lz�es, qrade�� a�d
meas�r�men�� nec�saarp ta the pr�per pros��u��on a�d �o�t�ol
o� th� �ox� ca�tra���d �a� ����r these �on�xa�� Docum�nts, and
lin �s, �rade� and m�asu����nt� wii� be �stablished by rn��n� ��
��ak�s ar ot�er �u��o�ary m��hod of marki�g a� �ay be �o�nd
���sis���t with gaod pr��tice.
�S-� (31
Th �s� st�k�s or rnarkin� s�h��Y b� set s�ff�ci�ntl� f� ad��n��
of �o�st��ct�o� operations �o �v�id d���y. �u�h s�akes o�
m�rkings �s ��y b� esta��ishe� �o� the �on�ractor'� �s� or
q�xdanc� ���11 �e p�es�rv�d b� ��� �ontra���r u�tzY h� is
au�h�ri��d �� t�� �ngin�e� t� r�m�v� them. Wh�n��er� in �he
op�n�on �� the En�i�e�r, a�y atakes o� ma���ng� ha�� b�en
car��essl� or wi��ful�� d�s�ray�d, ai��urbed, �r r�mov�d by
the Cantr��to� or a�y o� h�s �mp2ay�e�, ��e f��� cost o�
��placxng such stak�� o� �arks �X�s ��� ���1 b� �har�e�
against �h� �on�ract�r, and ��e �ull amou�t w�Xl �� dedu�ted
fram paym��t du� t�� �ont���to�.
�5-5.� A�T�DR�TY A�� D�TI�S OF ��TY I�S�E�TO��: �it�
���p�ctors ���Y be aut�orixed �o ��sp��t all work don� ��d to
be do�e an� �1� ma�erials f�rnis��d. S�ch inspec��o� may
extend �o a�� or an� p�r� af ��� work, and �h� gr�p��at�o� ��
man�f���uring �f t�e materfais to �e �sed or ��uip��nt �� ��
ir�stalied, A�i.t�r �ns��ctor rn�� be sta�ion�� o� �he work �o
���a�t to ��� ��gir�e�r as �o the pragr��s �� t�� �ra�l� and tY�e
ma�n�� in whi��t i� �,� �e,�rtg performec� t�n re�o�� �r��r �videt�c�
thak. ��e ma��ri��� �eing �u�nished o� �h� �vork beinc� p�r���r����
by the Got���ractor fai].s to �u1fiL� t�� r�e�u��rerner�ts �of �he
�4ntra�� i7o�urnee�ts{ �rtd �o ca�]. t�� �t��r����� �f the
�ori�ractor to an�r s�,ch fa�lur� �r ot#�er frrfrittg�m�n�s. ���h
ins��ction �or ���lc o� inspection will not reli��r� �he
Con�rz�c�or from �ny c����gation to perfor�r th� wozlt ir�
a�c�rdan�� with the requ�r�z�ents of th� ��n��`act �o�um�r�t�.
�n ��s� of ar��r �is�ute aris��g betw��n �h� �ont�actor anc� �h�
Ci.�� ir�spe�tor �ts to �i�� rnat�rials or �q�x���nt f�rn�shed or
t�e m�t�r���r af pe�forming �}�e worl€# �h� �it�r �ns��ct�r �v�11
ha�►� �ut�orft� t� reje�� rna��rial� ar eq�i,pz��nt t� �usp�nd
work u��.�,I tk�e qu�sti�rn �� i,s��t� can �� r�f���r�d t� �,nd b�
�e��d�d �� th� Enqineer. �k�e �f ty Insp��to� �xf 11 n�tr
howev��, �� �u��c��ixed to r�volce, ��t�r t en]��rc�s, or rex��se
ar�y r�quirem�rr� of �hes� ��r�tra�t Do�um���s� rro� to �p�x'�v� ar
a��ep� ��y portiot� �rr s�ct�.or� o� the w���[, nor to �s�ue �r�y
�n�t�ructions �on��a�r� to the requi��mer�t� o� the �ontract
Do�u��r�t�s. He w��l �in �,a case �,�t �s ��p�rir��endent �r
�o�ernan o� perfarm �ny o�.her duties �o,[ tY�� Con�r���o�� �r
�nter��r� wi�3� tt�e m�,r►�g�n�er�t ar ope�t�t��on of tk�� work. He
wi�� rtot �,��ep� from ��� Con�r�et�r �r��r c�r��aer��a�ion ir� an}►
form f�r p�rfp�min� any c���i��. Ti�e Con�r�c��� sh�IY r�qarci
�,n� o�e}� t he �ire�tions �nd ����r�cti�ns of �he Ci�y Insp�cto�
�r Er�c�irseer wh�n �he same �r� �or�s��tent ���i� tF�e �bli�qatfons
of ���e� �or���ea��t D�����n�s, pravid��� ho�revarf shoul� the
�ontrac�or �I��ec� to any o�rd��rs ar ir��t�u,�t�ons o� �h� ��ty
�n��ectort ��t� �on�racto� �a� w��hi� s�.x days make wri�terr
appe�,l �o the �ngi,r��er �or ��s d�c��ion on th� m�,�ter �n
cofltr�vea�s�r.
��-5 (4}
C5-5.� �N��E�T�O�: �h� C��tr�ct�� sh�xl fu�n�sh �he ��q���er
�ith �v�xy r��so�able f��i�ity for ascer����i�g wh�ther or no t
t�� wor� �� p�r�or��d i� i� a��ordan�� ��th t�e ��qui���ents
of th� Contr�ct Doc�m�nts. I� �he �flgine�r s� �eq��s�s, th�
�o�tracto� sha�l, a� any tz�e b�f ore acc�p�a�c� of �h� work�
��raave or ur�cov'�r such por�i.on of ��xe iinish�d wo�k a� ma� be
d����ted. P����� examinatia�r tt�e Contracto�c �Y��I.X r���are
sa�.d portion� of t�� +�ork �a th� standa�d rec��ire� h�r �he
�ont�a�t l�o�u�ents.
�haul� th� w��r�C expaa�d or examir�ed pa���� acc�ptabie, t��
�tn�ove��ng a� �emo�in� �nd repla�ing o� �he �o��r�r�g or making
good �f tl�� pa�ts �r�ma�red sha�l be pafd fo� as e�c�ra vrorkt b�t
sh�uld be �ror� so e��ose� ar ��carni.r�ed ��o�re to be
ur�a��ept�bY�r th� uncov��iac� or remo�ing and �k�e rep].a�in� of
���. a�jacant de�ec�x�r� ar �]amar�ed part� ��a�l be �#. �he
�or�tracto�e' ��xpen�e. t�o wark shall �� do�e a�r rnat���al.s use�
�ri�hout su�.�ab�e s�p�rvi.si.�r� or inspecti�r�.
���5.10 REI��VA�I. ��' �EFECT��I� A�N� UNA[�'�HORI�ED GT014R: A�1 workf
m�t�ri���t or ���ipm�nt wh�ch has be�r� �e�e��ed sh�l� b�
�ern�di�d or �em�ved �nd repl�c�d i.� �n a����ta��.� rnann�r �y
the �antractor a� ?��� �wr� exp�n��. Wor1� dor�� b�yond t1�� ��nes
;".- �nd grad�s �i�ren �r �s shawn on the plans� �x.�e�t as h�r�in
_ spe�i.fi�a�ly p�avided, vr arr�r Ex�txa Wo��C �one wi�h�ut written
2►uthori��, wi�l b� �or��id�r�� a� ��aut#�ori��d and don� at the
exp�r��e of the Con�ra�to� and will �ot !�e paa.d �or �� �h�
D�an�r. Work ao don� may �e o�ed��'ed ��mo�r�d at the
�antra�to�e's exg�nse. [��on th� fai�ur� or� �he par� of the
Contractor to co�g17� w�t� any or��r of �h� ��gi��er mad� und��e
the provi.sions of th�� paragraph, tri� Enc�ineer �i�]. harre �h�
�,uthorit�r to �au�� c����c�ive �rork t� 3�e �re�ed��8 o�c r�r���re�
and r�p�.ac�d and ur�a+�t�h�r- iz�� work �o �e r��oved, a�d �?�� �ns�.
th�reof m�y b� de�ducted frorn any rr�o�n�y due o� �o be�om� d�s� to
the �o���a�tor. Failur� to requi�te �he �emottaJ. of �n�r
def�ctiv� or un�u�hor�i��d wo�k 6ha�I not� �o�sti�ut� a��ep�an��
o� su�h �orks.
C5�5. Y� ��TBSTIT[�TE MA'�ERYA�� OR �QU�PMk:�T: �� ���
s���i.fi�ations t l�wx v�dinanc�, �ode� or aeec��l�tzt�r�� �er�►i�
�ontra�tar �o �'urnish ar u�e a su�st��u�e �hat i.� eq�al t� an�
material o� equ�pm��z�. ����i�ie�# and i� �or��r��to� �,+ish�s to
furnish or us� a g�rapose� su��tit��e, he sh�l�, pri�r to ���
preco�s��e��tion confere���, make w�f�t�n �p�����t�or� �o
�t��I1�EER �ot' a��rt�tra�. o� su�� �r�bstitut� c�stffying in wri�tin�
t��� th� p�op�sed �ubstite��e wi�� p�rfo�rn adequa��1� the
func��.on� �alled �or by �he gen��a� ���ic�r�, �� �irs�i�,ar and a�
equal substan�� to ti�a� sp��ified �nd b� suited to �I�� s�m�
- us� an� �ag�b1� o€ per£or�ing th� sa�� fu���ion as th�t
� �peci�i�c�; �nd id�ntif�it�g ��.� vari�t�ons of the pro�oset�
C5-S {5?
�����i��te from t�at �p��ifie� �nd ����cat��g avaf�ab��
mai�ten�n�e ser�rce, No subs�i�u�� sha11 be ar�ered or
i�sta��ed witho�t th� writt�n �p�ro��l of �ng���e� ��o wfli b�
th� ��8g� of ��e eq�ality and m�� �equ�r� �an�rac�or to
€urn�sh �uch ather dat� ab�ut ��e ��opo��d su�s�itut� as h�
�on�iders perttnent. No s�b��i���e s���l b� or��r�d �r
in�tail�d �itho�t such perform�n�� g��x�n�ee s�d bo�d� as
Own�r ma� �e�ufre ��ich s�a�� b� f�rn�s�ed �� �o��ra�tax'�
�x��nse. �����a�to� s�ail �nd�mnif� ��d ho�d �ar�Xe�� O�n��
and E�gi�e�� a�d �����e dir��tly or �ndirect�y �m��o�ed b�
eith�r of th�rn from and against ��� ��airns� d�rn���s, loss�s
a�� �xp����� fincludi�g a�torneys fe�s) arisi�� out of �h� us�
o� s��s�itu��d �a����als �� eq�ip��nt,
�5-5.1� SAMPLES ANp TEST� OR MATE�IALS: �he��� f� th� npini�n
of t�� �ngine�r� or a� �a��ed for �� �h� �o��r��� Documeh�s,
test� of materiaXs or eq�ipmen� a�� n�c�s�a��, su�� te��s wi�l
�� m��e �� ��� ���ense of �nd pa�d £or dir�ct �o the testi�g
�g�n�y by the Owner un�ess ot��rwise sp��i�i�all� ��ovid�d.
��e �ailure a� �h� Own�r to make any test� of rnateri�Is �hall
be in no way reli�v� the ��ntractor af hi� respo�si�ili�� o�
fur�i�hi�� ma�eri��s a�d ��ui�m��t �ull� c�n���ming to �h�
requfre�e��� �� ��� �on��a�t D��um�nts. �ests and samp�ing o�
materia�s, u�l�$s otherw�s� s����fied, wil� be made in
accorda�ce with th� latest ���hads pres�ri��d �� t�� ��r�can
�ociety for ��sti�g ��t�sials o� sp�cific req�ire�ents of th�
Ow��r. T�� ��nt�act�r sha11 p�ovi�� such fa�i�ities as th�
��g���er ma� requ��� ��� co���c�ing a�d �ot�arding sarnples ��d
sha11 no�, w���o�� �p�ciff� �r����� p��rn�ssion of the
Engin��r+ use th� mate�ia�s r�present�d by �h� s�rnpl�� until
tests hav� b��n �ad� �n� th� roat�r�als appro��d £or use. ��e
�ont�actor w��l �u����� a��q�a�� samgi�s wi�hout c�arge �o �h�
Owne�.
�� �a�e of concrete, the a�qregates, desi�� rninim�m, and the
mixi�g �nd t�ans��rti�g �qui�ment s�al� �� ��prov�d �� th�
�n�in��� be�o�e �n� �on�re�� �s place�, a�d the �o�ta���r
shall b� re���nsfbl� for re���cxn� a�� co�c�et� w�i�h d�es not
mee� the r�qui�eme�ts o� �h� �on����t D�c�m���s. Tes�s sha�l
�� m�de �t I�ast � days prior to the p��cing af �o��r��et
u��ng_s�mp��s �rom ��e same ag�re�at�, c�m�nt, ��� �o��ar
which are to �a us�d lat�r �� �he con�r�te. ��ouXd �he sou��e
of su�p].y chanc�e, new test�s s�1a11 be r�a�e p�'���r to th� u�� of
the n�rr �►�t�ria�.s.
C5�5.13 �TORA�� b�` MAT�I�IA�B: All rnater�als whi�h �ra to be
used in t�e const�u�tion op�r�t�on st���l b� s�ored sa a� to
ins��e th� ���serv'ation o� t�re quality �rtd fitne�s o� th� wo�k.
�hen di�ec�ed �y the Enc�ine�r, t���y s�►all be place8 or� wo�den
pla��osms or ot�her h�r�i, ��e�r� ci�r��l� s�rf�ces ar�rl n�t on �1�e
C�-5 (�}
�
�,,.
ground, �nd �h��� be p�a��d �xnd�r �ove� whe� dirr�ct��3. �torec�
�n��erials shal� be p�.�ce� afld loeat�� sa �s to �a�ili�a�e
pr�mpt �ns�ectio�.
C��5.14 Ex��T�i�� STRU��'UR�� AI�D UTILITIE�: The �.o�a�ior� �r�c�
d m nsions sl���rn o� th� Plan� �el�t u� to e�c����ng u�i],i�.�es
2��� based or� t�e bes� i�formatioa avai�abl�. O�mi.���on ��rorn, or
�he ir�cl��ior� of uti.l�.t�► loc�,tions �r� ��� Plan� �.s t�o� �o be
conside��d as th� not�e�c��ten�� of r ar a��fir�i.te locat�on of,
e�c�s�ing u�derc�roun� uti�itfes. �tt� �o�atian �� r�any gas
rna�.r��, wa��� t�ains, conduits, sewre� ,�ines �nd �ervice �.ine�
��r a�l ut�li�i�s, etc. r i� ur�knov�r� �o the Dwner, ar�d tt��
Owr�e� as�urrx�s no re�por�sibil�ty ��r �ai��r� to �how ar�y or a].l.
s�ch structr�res �nri utili��es �� t�,e p�ans o�e t� s�ow �1��r� fr�
the�r �xact locati�n. �t �s mut�ta�l�r ac����d �ha� �u�h fail,ur�
wi.11 not be consid�r�d ��f�i�i�nt ba�s�s £o� c�a�.ms �o�r
a�ditional com��n���ior� for Extra i�+�ork o�r f�� �.r�c�eas�,r�g �.kxe
p��r g�santi�ies irt any rnann�r w�atsoeve�, ur��e�s at� �1�s��uc�..ion
enco�nt�red i� �u�Y� �� �o r��cessitate �h�nges i.an tY�� ��nes �r�c�
c��ad�s of ca���derabZe magr�itude or requ��es �h� b��lci�.nc� v�
sge��.a� warks, pa�c�vis�or� for w�,ich i.� �no` mad� in the �or���ac�
Do��aments� ir� w�ich �ase th� p�ovisi.at� �.r� �he�� �or��rac�
�ocum�nt� �o� E�tt�a �ork sY�al� ap�l}►.
�t s�a�� �e th� �ontractors r�spor�sib��i.�� to ��rify lo�a��vn�
of adjac�n� 2�n��ar con£licting u�i,li�i�s �ufficien�l� �.z�
ad�r�r�c� �f �on�t�uc�ion ir� ord�r that he m�y nec�otfat� such
la�al adjus�.rnents a� n�����a�y� �r� tk�� �ons����tian psr���ss �o
�ro+vid� �dequ�t� c��aran�e�. �h� �ontra�tor �hall t�k� ���
n���ssa��r precautfor�s �.n o�d��c to �rote�t a],1 �xi�tir�g
ut�l}tiest s��uct�r�s aricl s�x��ri.�e i�r��s. Ver�f�catfan a�
e�c�,�ting uti�x��.e�, stru�tur�s a�d s�r�rice l�.nes shaJ.� �nc�ud�
notifi.�ation af a�1 ut�l.it� �ornpart�es at ].�ast �o�et� �ight
i46� h�u�� ir� advar��e of con�tru��ior� in�lu�ir�c� �xp�or,�tqry
��c�avation if necessar�►. A�� �'er3.#i��tian o� existinc�
uti�iti�s sn� th�ir ad�t�stxner�t �hall. be �on�idered as
subsid�.a�y w�rk.
��--5.15 �t�TE�t�tU�TTD� �F �ER'VI��:
a. t�orrna� �rose�u��on� In ti�e �orma� pros�ctuion a�
w�rk wi��re the �.n��rruptiar� o� se�vice f s n�cessar�►.
the �ontract�r, �►� I��s� �� i�ours in adva�c�, shal.l
be x��ufr�� to:
1. Notify �he W����r Department's Di�t���u�ion
Di�►��fo� a� ta lo�a�ion f�irne f and sch��ule of
s��vice int�errup��an.
�
�5�-� � 7 }
�. t�o�ify �a�t� ��stom�r �ers�na�l.� thr�ugh
res�onsi�Xe p�x's��r��l as to ��me and schedu�.�
a� �he �rr�err�ption c�f ti�eir serv���, or
3. In t�� �v�nt th�,t pexson�� r�atif�cat�an of a
c�s�orner can�ot be mad�, a gr�par��7 ta�q farz�
s�all b� att�ch�c� �o �k�� customer's entraz�ce
c3oar knob. The �ag �h�a�1 be dur�,4�le in
cornpositionf �nd i.r� Ia�ge h[ald ty�e st��,].1 �a�:
„�aoxz��R
Due to U�.���.�� Improvem�nt i�,
�►o�r neigh�o�hood� yo�r iwat�rl
� sewer 1 s�r�i�� w�. �1 k�� zrs�er-
��p��c� on h�tween
th� h�u�� of �nd .
This in��r���n��n�e +wiJ�l }�e a�
sho�� a� p��s�.b�.�.
"�hank y�u�
�ofltractar
Add�ress Pi�orte
b« Emer��r�cy; �n �Y�� ev�nt that �,n �r�for�seer� s�rvice
in�.er'�upt�ic�� �cc�trs, tx��xc� shall i�� �s abav�f��t
im�n�di�t�. '
�5�-5.1$ MUTLJA� 1�ESPOi���HILITY QF �Ot�TRA�TQ��: I�, throuc��
ac�s ar r�ec�le�t �r, ��x� �art oi th�� Con#.ractq�. any ot��r
�antra��or �� art� �ub-cor►tracto� �Y�a�� �uf�er ].o�s or �amag�
or� �h�e �vo�k, th� �ohtrac�o� �grees to s��.t�l� wf t� st��h oth�r
���.t�rac�or ar su�--�antra��.or b� agreement or ���itr��ion. I�
6u�h other �or�t��ct�r or s�sb�-con�.rac�ar aha�,l �ss�rt any ���ir�
agains� ��� �wr�er on account o� ar��r damage a�1���d to h�ve
been sr�sta�ned, th� Owr�er wi�� r�oti�y tY�� Con�rac�or� �rho
shall ir�d�mn.�fy ar�d �av� l�ar�n�e�s the Own�r ag��n�t ar�y such
clair�.
CS-_5. 17 _�LEA�-��= �].��n-up o� surp�ua �,ndfo� waste �ateri�ls
ac�u�t��2�t�d or� th� job sit� durzr�g the pr�s����ion o� �h� work
u�nd�r these �or�tra�t Do�urn�t��s �t�aYl �e acco�plish�� i�
ic�epir�g wi��t a dai.]y routin� estah�i�l��d to ��r� t�te
��,�isf�c�ion o� t�� �n��n��r, T`w�nt}�����rs ��urs a�t��
wri.tten no��c� is gi►ren �o �h� Con�ra�tar tha� t�he ��ean-up on
�he j�b sit� i� �ro�e�cirt�g in a manrt�r unsat�,�f�c�.o�r�+ to t��
E�xgineer, if th� �or��.r�ctar �ails �� co�r�c� th�
��-5 (8�
unsatisfacta�� p���edur�� �he �it� m�� take �uch di���t ac�io�
�s t�e �ngineer d���� a�p�op��ate to correct �h� �lean-�p
deficienci�s ci��d ta the Contracta� in t�� wri���n nati��x
and the casts of such dir�c� actio�, ��us ��� o� �uch cost��r
sh�xl. be d�du�t�d frar� �ani�s 3ue or �o b�com� du� �o t�e
�or�t�'a��or,
[�por� �Y�� corn�].�tiar� of �he ��ro��ct� �s a wl�ole a� cov�r�d by
th�s� �ont�a�� �o�um�n��� and before fir�a� acceptan�� �rrd
final pay�menk will be m�d�x the Cor��ra�tor si�a�� �l.�ar� �nd
remov� farorn t�he �ite o� �he p�'c���ct a11 �u�p�u� and di.��ard�d
m�teriais, t�m�ora��+ stt'uc�ur�s, ari� debris �� ev�ry k�nd. He
�hal� lea�re ��te s��e o� a�ll worlc in � n�at and ord�r�y
cor�ditfor� e�ua1 to �hat +�h�ch orfgir�ai�y �xist�d. Sur�lu� �ar�d
�rast� materials r�mav�� �rom tl�� sit� of �he �vor�[ sh��� b�
c�is�sos�d of at �.oca�i�r�s satis�actory to th� Enc�i��er. T�i�
�oz�tractar shall thoraught�► clean a�l eq�sipment and m�t�erials
�r���alled i�� hirn anc� sl�aJ.l d�liver o�r�� s��� materials �r�d
�c����mer�� in a bric�h�t cle�n, polish�d �n8 na�t ap�e�r�n�
cor�d�t�i.or�. t�o ��€t�� �o�pe�sa�i.on �ri11 1�� mad� �a t�e
Cont�a�to� for a�}► ciear�-up r�quired on �he pr��ec�.
�5-5.18 �'Y�A� Ii�S�E�T��t�: v���r�ever the work provid�d �ar in
� anci �ontemp�at�d ur�d�r �he �ot�tr��t Qo�u�ent�s has been
_ sa�f��actor.i�y �omp�,���� �nd fir��,� ��.�an�� p�rfo�emed, �i��
�r�g�r��er wi7,1 notify ti�� �roper off icials of tt�e own�r ar�d
r��u�st t�rat tt�e �'ir�a� inspe��ior� b� rnade. �uc� ir��p����,on
�ui11 �� r��c�� wf�h�n �.� day� a€t�r s��h n�t�Eicati�n. A�ter
such �i.,aa� ir,sp�c��an, if ��� �,ork ar�c3 ma���zals ar�d equipment
a�e faund satisfa�t�ry, tt�e �ontra��ar wiil be notified ��
wr �.tzr�c� o� the acc���anc� af tt�� sa�e af�e�r ��e gro�er
��so�.u�ion ��s �e�n pa�sed by �h� ��t�€ �o�n�f 1 . �v tir�e
�harg� �i,�1 b� mad� aqains� the Contra�tor b��we��n said d�te
o� no�ific�tian of the �ngine�r and th� d��� o� �in�l
i.r�sp���i�rt of �he work.
�
C5�-5 � 9 )
P�R� C � 6E�ER�I� �ONDIT��N�
�6-� L��A� R��A�i��S AND PU�L��
��SPO���B�L�T�
SE��YO� C6�6 LE�AL R�LATYO�S A�� P��L�C �ES�QNS�BI�I�Y
����.ti LAWS x� �� OB��RVED: �ne Contracta� s�al� �t aYI tim�s
observe and �ompl� wit� �I� Fe�era� and S�ate Law� and �i�y
�rdinances a�d r�gu�ation� whi�h in an� �a� aff�et th� �o��u��
o� th� work o� hfs op�rat�o�sf and sha�1 oba�rv� a�d �arnp��
with alI or�e�sf l�ws� o�di��nc�s and r�gulatfona which exisk
�r whic h��� be enacted ��t�r by bo�i�s havin� jurisdiction or
�uthor�t� �oz �u�� e�a��m�nt. �o p��a o� �isun�e�sta�dfng ox
ignarance the�eo� ��il �e.co��ider�d. Th� Cont�s��or �nd ��s
�ureti�s sha11 indem�ify �nd s�ve ha�m���� the City �nd ��� o�
its o���c��5, �g�n�st �nd �m�I�y��s agai�st ��y and a�I cl�im�
or �iab��it� a�i�in� fro� or base� on the vio��ti�n of an�
su�h lawt �r������et ��gu�ation, or ord�r, w�e���r �� b� b�
hf���l� or his �mpl�y���.
���6.� �ERM��S A�� �I���SSS: T�� �on��acto� ��al� p�ocu�� �11
��rrnits a�� lrcense�, p�� al� �hasge�r �os�s �nd ��esx a�d
�� g��ve a�l r�otic�s n�c�s�a�cy �r�� fr�cid��� �o �.1�� dz�� ar�d 1aw�uL
.�
pr�s�cution o� th� wor1�.
G�-�6.3 PA�'Ei�T�D DE'V��E9 N�]si"�'��IA,L� AN�D Pi�O�F��SES: �f the
�o��ractor ia rec�u��r�d oz ���ire� t� use any d�s�c��, de�r��e�
rnat�ria�, or gr�cess cov��red by ,�ett�r� pa�er��t �r c�pyr�ghtt
h� shall �xov�.c�� �oar s��� use by suitab]� le�a�, agr��rnent r�i.th
tk�� pat�nt�� o� o�vn�r of such patent, �,���erx or �op�ric�h��d
desic�n. It is mt��ual�y agre�d and urt�erstood �h�t �v��h�ttt
exceptiat� �l�e �ontr��t prices �ha�i� inc�ude aI3. ro�al��e� o�
cost arisi�g f�eo� pat�nts, tra�e�mar�s, ar�d c��y rig�t� �n �n,y
wa�r invo�v�d i.n �h� work. The �ontra��or antl �i.s s�r��ies
�Y�a11 fr�d��.rri.��+ a�d sav� t�arm�.ess the �wr��r fro�n an� and sY�
��,aims �or -�nfri.nq�rnent by reasan of tk�e �se o� a�� ���h
pat�nted des�.gr�, d��rice, mate�ial ar pra��ss f o�r an�
trade-marlt or �o�y �r�qh� ir� ��nne�tion w�tk� th� �o�ek agreed to
b� per�orm�d �xnd,�� th�s� �ontra�t �oc��m�nts, sr�d shal�
�r�dernni��► th� Owr��r for ar�� co��, e�c�ensef or d�mac�� whi�� it
may b� �bliged �� pa�► b� r�asor� of su�h i�fae�nc�emer�t at an�
t�r�e dur f r�� the p�rose�u�ion of ti�� +�ork ar a��er cornpl�tio� o�
t�� worFc, p�rav�d�d, k��w�v�r t tha� �he �wn�z� �r�l� ass�r�e th�
r�sponszbi�it� to c��f�nd any �nd all suit� brouc�k�� �or tl��
it��r�.r�c��rnent of ariy �at�n� c�a�.med �o be in�ring�c� �pan b�r th�
desi�n� t�p� o� c�r�s�ru��ion a� �a�e�ia� �r eq�i�me�t
s�eciffet� ir� t�� Corttr��� �ocum�nts f�rni$h�d the �or�tractor
�y trie �wa��r, ar,d �c� h�ld th� �antra�tor �i�arsnle�� on a��aun�
� of su�h sui�s.
CG-6 {11
�fi-6.4 SA�I�A�� ��OVI�IOh�: Th� �o��r��tor s�a�� ���ablish
a�d �nforc� amo�g ��� ��ploy��s ���� x�gu��tions �n r�g��� �o
cYean�i��ss an� d�spos�l of g�r���� and wast� �� wi�l tend to
p��vent t�� �nc��tio� and �pr��d of �nfe�tiaus �r �ontagious
di���ses and t� �ff�ctivel� ��ev��� �he c�eat�o� of � nuisa�ce
��ou� �he �or� o� any praper�� ��th�r pub�i� or pr����e, a�d
s��� r�q�lat�o�s as ar� r�quir�d �� Law sha�l �e p�� in�o
�rnm��ia�e for�e ��d �ffect b� ��e �on�ractor. �h� �ec�s��ry
��nitar� c����nie�c�s fo� use o� lab�re�s o� the work,
progerl� s��iuded �rom ���lic obsexva��on, �ha�� �e
�anstr�ct�� ��� �ain�airi�d �� ��� �o�tra�tor �n� ���ir us�
sh��� b� st�ic��y �n�orc�� b� the �on�racto�. A1x su��
��ci�ities ����� be k�g� �n � ���an and �a���a�� condition,
f��� from ob�ectfonab�� �dora s� as no� �o caus� a n�isa��e.
All s�nita�y law� �n� regu�atians �f the �ta�e o� T��a� a�d
t�� ���� shal� be �t��c�1� com�li�d �i��.
�b-6.� FU��I� �A��T� AN D��NV��Y���E: M�t�rials or �q�#prne�t
��or�d a�out the w�rk shali be �o ��a��d and us�d, a�d t�e
�ork shaX� at �11 ti��s b� so conduct�d, a� �� ����e no
gr�a��� o�st�u��io� o� �nco�v�niena� t� ��e p�b�i� t�an is
�o�s�dere� �o b� a�s�lut�Yy necessary b� �h� En�i�eer. The
Co�t�s��or is r�q�i�ed �o m�intain at a11 ���es all �hases �f
h�� work in su�h � rn�nn�r a� �o� �o impair �he ��f��� �r
co�v��i�nc� of th� ���1ic, includi��, �ut not l�rnz�ed to, ��f�
and �o�veni�nt i�gress a�� e�r�s� to pro���ty contiguous to
��e �ork a��a. �h� C�n�����or ��all �ake a�equaee provisi�ns
�o r�n��� �easona��� ing�ess and eg�ess �or norrnal v��icular
traffi�, e��e�t duri�g ��tua� t����hx�g or �ipe i��tallat�o�
opera�io�s, at al� d�i�eway cro��in�s. �u�h �rovfsfo�� m�y
��c���� �ridg�ng� p�a��me�t o� cr�s��� stone or gfav�l o� su��
�t��r means of pxo�i�ing p��per ingress a�d �gress fo� t��
�ro�erty ser��� �y th� dr��e��y as the �n������ �ay appro�e as
��propriate. Su�h othe� m��n� may includ� �he di�ersio� o�
driv�wa� �r�ff�c, with sp��ifi� approva� b� �he �ngineer. I�
d�vers�on of tr���xc is apg�o�e� by t�e �nq���e� at any
Yo��ti�n, the �ontra�tor sha11 �ake arr�ng�m�n�s �at���a��ary
to th� Engin��r �� �n� �ocation, �h� Contra��o� shaX� rnake
���ang�m�nts s��i�fa�to�� �o �he E�gine�r #o� �h� di��rsion of
traffic� �nd s�a�l, a��is o�� �xp�nse� p�ovide alY �a�erials
a�d per�o�m ��1 wor� ne�es�ar� £or ��� �onstr��tion a�d
maint�n�n�e of roadw��� an� br�dqes f�r such �fversio� ��
�ra��ic. �idewal�s must not b� ob���u�t�� �x�ept hy sp�cial
permi�sion �� �h� �ng��eez.
T�e ma terfals excav��e� snd ��� constru�tio� ���e�x�1s s��h �:s
pip� us�d in trie �ons���cti�� o£ t�e �ork �h�ll �� p�ac�d �o
�s �o� to endanq�r t�e �ork or pr���n� �ree ac�ess ta ��i fir�
h�dran��, f��e ala�m boxe�r pa�ic� ��1� bo��s, water ��lv���
C6-G { 2 ?
��s valv�st or manhoY�� �n �h� vicinfty. The Ov�m�r r�ser�es
the rxc�ht ta �e�medy an�r neg��ct ot� t�e ,pa�� of th� �Cor�kracto�'
as �e�gards to �ub�ic co�v�ni.er��e a�d sa�ety whi�i� may �om� to
it� at��ntion� a�te� ��er�t��-fou� i�ot�rs no�i�e ir� r��e��inc� t�
��x� �on��ca��ar, ��v� in �as�s o� em�rg�ncy when i.� �ha�l har��
the righ� t� r�medy �r►�► �e�lec� v��t�out r�o�i��, art� in either
cas�, tk�e �ost o� such work don� c�� rr�a��rials fu�nished b}► t�,�
Own�r or b}► �he �ft� �hal.�. be �e�u�ted ��e�rn mor�ies d�� or to
b��orn� €�ue to th� Cos���a�to�e.
The Cor��.�ea��or, af�er approval af the Er�gine��, �h�l� not���►
the Fire ��par�t��nt �eadqua�ters� Tra�fi� Engin�er, �rtd Polic�
[��ga��ment, wl�en any �t�e�t or a11ey' is rer�ueste8 to �e clo��d
ar obstructe� or an� fire h�dra�tt �� �o be mad� ina�ce��ibler
artd� when so t3i�e���d b� th� �ngir���rf �ha�J. keep any street,
str�e��t or highwa}�s in �anditian �or ur�a�s���c�.ec� t�se b� fir�
appara�us. 'rl�� Cort��rac�or s�al� prorngtl� r�o��.�y ��re �ire
�epa�c�.zn�r�t ��adc��x�r�.�rs wh�n a11 su�in o�s�aeu�te� s���et�,
�Ile�s� or hyd�r�n�s ar� agafn p�aced b��k �n ���vic�.
where th� Cont�ac�or is req�ir�d to �or�s��uct t�mp�rary
br.�dc}es or rnalte oth�r arra�g�m�r��� �o� �ross�ng ov�r fl��ch�s
ar ��.�earnsR #t�s ���ponsibilit�► fo�r acc�.den�s in conne�tion
� with such caeossi�gs s�a1Y �r��lu�� th� roadway ap�roa�h�s as
w�11 as t�� st�ructu��s o� such cxossi.nys.
Th� Contrac�o� �h�ll at a11 t�im�s �or�duct Ytis p��rat�or� an�
th� us� of cor�structi�r� m��k� in�ry so as aot �o d�rnage o�
��stroy trees �►nd shr�bs 1oc�t�� in clos� proximity ta �r o�
t�t�� s�te of th� raorl�. wh�rever �r�y su�h da�tac�� may be dor�e,
�he �ontra���r shall im�n��iate].y satis��► a�1 ��ai.n�s o�
prope�ty owne�sf ar�d na p�y�er�� wi].�, �� ma�� b�' the �wner in
��ttlemen� o� su�h c���n��. Th� �ontractor �h�11 fiY� w�th t1�e
E��ir�e�� a wr�tt�r� statem�r►� s�iowinc� a�� �r�ah �laims adj�st��3.
�f -� . � �R�V�LE�ES �F �QNT�A�'1`0�_I� S'f'R�ET'�'t ALLF.aYSr AND
R�GHT�OF�G]AY: �`or �h� �erformance o� the �otrtract, the
Cor�trac��� +�i.I1 b� permi��e�i to �se $nd occupy sucl� portian�
of tt�e �u�l�c str��ts a��d a�ll�ys, or ather publfc ��a��es ar
other �ri�hts-�f-wa� as p�eo�r�de� far in the ordinances of th�
�it�r, �►s show� fn th� �ontract Uocttrner�ts� o�' a� may be
���cifica�.�.� ��thor�zec� �,n wr�ting by th� Enc}inee�. A
reasonal��� amouttt o�€ to�ls, rna�er�.�l�, �r�d ����pr�ent �or
�ons�ruc�ior� p�trgose� may b� s��rea� �fl �uch �pa��f bu� no mo��
thar� is n�cessar� �a avoir] d�la� �r� �he �onstru�t�on
�p�r�t�.ons. Exc�va�teci �n� wast� mat�rfal� shall be pfl�d o�
stack�c� i� su�h a wa� as �o� �o ir���r€er� with t�e u�e of
spac�s �hat �ay be desis�n�te� to �e lef� fr�� ar�d un��structer3
and so as ��: �� inco�i�eniert�� o��up$nts of ad ja�ent �ro�erty.
�� t�h� s�r��t is oce�,���d by �r�,���ray �ra�k�, �h� wor�C sha�� ��
�.
�G--� L 3 }
ca�ried on ifl such man��� �s not to �nterf��� with t��
oper�ti�n o€ trax�s, 1v�di�� a� �n�oad�ng o� cars, �tc. o��er
cont���tors of th� Own�r rna�r ��� $�� purpos�� regui��d �� the
contract, ente� uga� �h� w��� ��� p��rn�ses used by ���
Co��rac tor a�d s�all �e pro�id�d ��� ��as�nable faciliti�s an�
ass�stance for ��� �ompX���o� of ad�o�ni�g work. ��y
a�d�t�o�al �ro���s ���zr�d b� �he �o�t�ac�or £or ��s use �ha11
be �ro�id�d by hi� at h�s ow� �oa� and expe���.
C�-�.7 �A���AY �RO�S���S: ���� t�� work �ncroaches upa� ��y
ri��t-o�-�a� o� a�y railway, the ��t� ��11 s�cu�� the
�e��ssary easem��t £o� ��� �oXk. Wh�r� the railway tracks �r�
�� b� cro����, ��� �ontra�tqr shall oba�rve all ��e
r eg ulat�ons �n� instructia�s o� the raiY��� comp��� as to the
meth�d� o� per�orm�ng th� work a�� �a�e �'lI ���c�u��on� �o�
saf��� �� prop�rty and th� �ub�ic. �ego�ia�ion� ��th th�
r�i��ay ���panies �or p���its s�a11 be don� hy and through �h�
�it�. T�� �o�tra�t�r s�all give th� ���y �o���� �o� less �han
�iv� 8��� �rio� ta the t�me �� �z� �n����ion� to ���in �ork on
t��� �or�ion of t�� p�o���t �hi�h is re�ated to th� r�il�ay
�roperti�s, �he ��n�ra�tor wi�l not �� given extra or
addit�o�al �o�pensation �or ��ch ���lwa� ��os��ng� �n�e��
speci�icai�� se� fo�th in the ��ntract Da�um���s.
C�-6.8 BA�RI�A�ESt WAR����S A�� �AT�H��N; G�h�r� th� work is
ca�ri�d o� �� �� �djac��t to a�� s�r�e�, ��le�, o� publi�
p�a��� ��e �o��ra�tof shall a� �x� ��n e�p���� �ur�i��� �r�c�f
an� max���i� such ba�r��ade�+ f�nce�t li�h�s ��d dang�r
srg�al�x s�aX� provf�e such wat��m�n, �nd sha�� tak� aX� s��h
oth�r p��rautio��ry meas�r�� �o� t�e p�ote���o� a� p���o�� or
�r�perty an� of �he ���k �s are necessary. Barricades an�
fences s��ll b� pai�ted fn a c�lor �ha� w��l be v�s�b�e �t
�i�ht. �rom su�s�� �o sunrise the Co�tractor �ha1� furni�h
a�d rna�n��i� a� �east one easil� v���ble �u�n�ng l�g ht a� each
barricad�. A��ffic��nt nurnb�r of b�r�i�a�es sha�1 b� �r�cted
an� max�����ed �o ke�p ped�st�is�s ���� fromt and v�hfcles
fr�� bein� drive� o� �� �nto, an� w�zk un�e� cons��u��ion �r
��in� main�ained. Th� C�ntr��to� �ha�� f�r�ish �a��h��� a�d
�eep �h�rn at thef� �es�e��i�e �ssignme�ts in �uffi�iefl�
�+u��era to �rot�c� th� wo�� and ��ev�n� a��ident or dama��.
A�1 �n�tall���ons �nd p�oced�re� sha�l be con�ist��t with the
�r�visions ��� fo��h in t�� "199� T�xas Ma��al o� Unif�rm
�rafffc Co��ro� D��ic�s for ���e��� a�� ��g�w��s� fssu�d ��d�r
th� ��thorit� o� �h� "State nf �exas �n��arm Act ���uXatin�
T��ffi� o� ��g��s��"+ codi€ie� as Ar�i��e 67Q1d Veron's �i�k�
�ta�utes, perti���t sec�ion$ b�in� Sec��o� uos. �7, �9r 3� �nd
31.
�bR6 i�)
�
T�e �ont�xac�or will r�ot �cemo�v� ar�}► regul.atory si�nx
i.rrs�s�ctianai si.gr�, str��t nar�� �igr�, or ather sigr� �vhi�h t��s
b�en �rected �}� th� Cit�. �� it i.s de��rmined that � s�,gr�
rnust be remvved to perr�it r�c��a.red cor,struc�zo�nr th�
�or�����tor shal]. �on�2��t the �`ransgo��st�or� �nd Pub�i� �a�`�s
d�partr�er��, 3igns ar�c� [��rking� Divfsi�r� �ph�n� n�mb�r
879�-8075}, to remo�r� the sign. �n the ��s� o� rec�ula�or�
s�gr�s, the Got�tractor must �replace t�t� p��matnent �ign with �,
temporar'� sic�n m�eti,nc� the r�q�i�ern�nts o� the a�ove
re�erenc�d ma�r�u�,� an� su�k� ternporary sfgn m�st �� �€�s�a��.ed
prior to th� �emoval �i` t�h� p�rm�nent si�n. i� the tem��rary
s�c�n is r�ot instal�ed �or�re�tXy or �f �t �ae� t�o� rn�et t��
required s���if �ca�i�r�s, �he perman�nt �3��n ��all. �� �.eft ir�
��a�e unt�11 th� ter�parar� �ign r�quirem�t�ts �r� me�.. wY,�n
�or��truc��on work i.s �o�p�eted to th� ��ctea� tt�at th�
pe�mar�ent sigr� �an be re-ir�sta�.Xed� the �ontra��o� sha�]. ac�air�
�on�a�t t�� �.igns ar�d Marlc�ngs �i�rision tc ��-�n�t��l �he
perr�ar�ent �iqn ar�d sha�l leav� k��s temporar�r sic�t� in �1ace
�n�i� such ���irtstallatio� �� cor��l�t�d.
The Contracto� wi�l b� h��d �e�s�onsibl� for all damage �o �he
work or t�� pu�lic du� t� failur� o� b�r�i�ad��, $ia�ns,
f�n��s, lightsf �r �ra��hrn�n to pra��ct �h�m. Wh�nev�r
,� ev�d�nce is ��ux�d a€ such dar�ac�� to the wrark th� �ngi.ne�x� rna�r
_ ord�r ti�e damaq�� p����or� ir�m�diat��y �c�rnov�d an� rep�a�ed hy
��e �ont�'�ctor at �he �antractar'� ovrn e�tp�nse. Th�
�o�tractor's �r��gonsibi��.�� far t�� mafinter�a�ce o� ba�c�ex�a�ias,
siynsF f�n��s and ligh�.�, ae�� �ar prov.id�,nc� w�,tchm�n s���.� no�
�e��e unt�.l the pro�e�'� sha.�l have t�e�t� co�np�.�t�d �nd a���pt�d
by �h� Owr�e�r.
1�a cor�pensa��or�, ��c�ep� as s�e��f�ca�ly pravi�e� irt th�s�
Cc�ntract �o�umentsr �a�lx be paid to th� Cantra��or fo�e tha
worlt a�x� materials �n�►o��►e� �ri t�h� �onstr�ctir�g, pravidinc��
and ma�.n�ain�ny of Yid��f1C$C��St s�g�s, f�r���s� and l�c�hts ar
fp�r sa��ri�s of �s�chrnen, for �h� sctb�equ�r�t remo�a� �nd
�isposal. of �uch barri�ades� sig��, o� for an�r a�he�
�n�id�n�a�.s r�ec�ssz��� �ar tt�� prop�r �ro�ecti�n, safetgf and
car�vexx��flc� of the p�b�ic during tt�e �ontract period, as th�s
wo�k �.� �o�si�er�� �o be subsid�a��r to ti�� several it�r�s fo�
v�rhi.c� �n�t or ],w�rg s�tr� pri��� ar� r�gues��d in the pro�ao�a� .
L��`� • 3 kJP� kJ'#' ����+��1.Y�� r ❑�VP T7r'rJ.�a�A t AGr#�. : a'�JaJ��,�� 4.�i�
�or��ract�ar elect ta �s� �xp�a�i�es# drop v��i.c�h�, et�c. , in the
�rose�ut�.on o� th� vrork, �k�� u�rnost� �are sha�]. �e ��tex�c�ls�3 a�
al� tir��s so as n�� �o �ndar�g�r 1� fe or p�op�r�}�. The
Costtr��tor �ha1� rtotif�r the pa�op�� ��presen�ative of any.
gublic s�r�►��� corpora�ionr ar�y comp�n�►f �.ndi�ridual, or
�tility� an[3 ��i� �wn��, nc�t �es� than twer�t}*-�ou� hours ��x
�
�6�fi i5}
4.1
adv�r�ce o� �hs �s� of any ��ti�r��}► v�h��h mi�ht �arnag� or
errdanger t�e�.� or i��l� �ro�e�t}+ �long or adjacen� to th� work.
v�h�r� �he use o� exp�os�i�►es �� �o be �errnit��� o� tk�� p�coject,
as �p�c�fied in �h�� S�a�ci.al Cor��r�ct Docurnsr�ts, or th� u�� of
��c�los�.v�s is ��qu��t�d, th� Co�n�x�a��ta� shall su�br�it not��e ta
t�� �t�gin�er in wr.i�ing �w�nt�►-fau� hot��s prio� �o cornm��n���rg
and sha�l �urr��,sh �v�.c��nc� �hat h� has ��s�ran�e cov�rage to
pro��c� ag�ir�st ar�� damage� and/a�r i,r��u�r�.es a�i.si.ng oe�� o�
s��� �s� of �xp�.osi�r�s.
�il� c1�i.arns ar�,si.r�g �u�� o� �he �xse a� �x�Yosiv�s �ha�l ��
�.ztve�t�ig2���c3 an� a w�'�.��er� ���o�r� tnac�e b� t�e �oz�t�eactor*s
i�tsurers to th� Engin��r within ten (101 days a�ter rec�ipt of
writt�n r�o�ic� o� the c�afm to tt�e �ontractar �r�m eit�er the
�i��r o�r the ��airnant. �r�e �i�y s�xall proc���i ta gi�r� r�oi.i��
ta the �ont�act�r of any �u�h ��aim. �l�� us� of �xp�os��v�s
ma� be s�s�en��d by th� Er�c��n�er �f ar��r cor���aint is r���iv��d
and s��h ��e shall not �� r�$�trn�rl �tnti� �he �aus� �f �k�e
�ornp��int has be�n address�d.
Wh�n�v�r explo�i.ves �,�e stor�d �x ltep�w th�y s3�alY b� $tor�d
�n �, ��fe ar�d secure m�nn�r �nd a�], st���,g� ��.aces sh�ll be
p�a�r�xy marked "DAN�ERDU� �}CPLDSIV��" �nd �t��,��, be �r�[i�r �h�
�are c�� a camp�t�r�t watchman a� a1I times. 1AlI vehi�les in
w�ticl� explc�siv�s a�e b�ing �ransported shall be plain�y mar�e8
as m�rx��or�e� abo�� an�3 s1��11, �n���a�' �s go�si�le, not �ase
h��v'�+ tr�ffi� r�utes.
��"6 .�0 4'�DRR WI�`�3Y�] EA��I�'!�N'I'S: W�lE1Ce t17B 41�1CrC p����'� OV��'r
t�rough� or in�o private groperty, th� �wner �ri��. �ro�►i.d� �ucl�
r�ght�o�-wa�► or e�ser�t��t� p�r�vi.�eg�s as th� City m�y �eer�
n��es�ar� for �he pr�s��u��on o£ �.ixe work. �iny addi�ior��J.
r�g}�ts-of-�v�ay or �aork ��r�a �ons�c�e�red �e��ssa.ry i��r �he
�o�t�ra��or shal� be grovi��d �y him �t ��� owh ��tpense. �uch
$ddi�iona� ric�hts�of�way or wo�i� are� �Y��11 b� �►�qu�.�ed �o�`
th� ben�fft of the �ity. Th� �i��r s��11 b� r��ti.�ied in
writir�g a�s to the �r�.gl�ts so ��t�ufre� b�far� work b��ins in �t��
a��ect�d ���a. Tl�� Con��a���r �h�l� not �nter �xpon priva��
prop�rt�r �ax� any pu�rpos� w��hout having p��viausly obtained
p�r�ission �ram t�� own��' o� suctt gro��rty. Ti�e �or��racto�
wi�� not �e a�low�d t� store �quigm�nt or ma�eri�� on pxiva��
prog�r�� unl��s and urxtil ��t� ��ec��iec� appra�ral �� �.t��
�roperty own�r has beeri �ecured Ir� �ritir�g �y th� Cont�r��tor
anfl ��opy f�rn�s��c3 to �h� Engin���r. L1n1e�s speci�i�al�y
prov���d o�ki��s�r��is�, tY�� �ont��ca���,r �hal� cl��r a��
ri.ghts-of-w��+ or e�s�m�n�s o� �k�s�r�ctior,s w��ch �rust b�
�eentov�d �� m�ke possib�,e proper grose�u#.�on of t�ie �p�k �s a
��rt of ��re grojec� c�nstr�ction operatiotxs. '�he �or��r$c�or
shal.l, be r�sponsib�e �or th� pr�s�rc►��ior� o� �nd s�all use
C�--S [ 6 1
Q,
��r�ry pr��au��on to pr�tr�nt �amage �o a�� trees� �ha��k�b�r�rt
plan�s, law�s� ��r�c�s, culve���+ cu�hing, �nd all �th�r typ�s
of str�ac�uz�s or f�n�rovem�r�t� t to a�.l water � sew�� � a�d c��s
l�r��a{ �o a�3. conr]u�ts� ovex��ad p�I.� �in��, or a�gurt���r���s
the�r��f, �.nc���i�,q the cor��tru��.ion �� tem�ar�r�r f��c��# and
to �.�� oti��� pu��ic or priv�te p�ope��y a�or�q adjacent to �he
��ir1S ■
�rh� �on�ract�r �Y�a�ll na�if�r t�e pro�er r�pr���nta�i�res o�
own�r$ o� oc�upants of pub�ic o� �ri�r�te lartds or in�er��t �r�
Ya�ds wl�i�h �niqht b� af�e��ed �� �he work. �uch r�oti�� shal�
b� mad� at 1e�s�. 48 hours �n ad�►ar��� af th� ��g�nn�r�g �� t?�e
�aork. t�atic�s sriall b� appYi�sble to bath publfc an� gri�►a�e
uti.la�ty cor��ar�i�� or any corpor���.�nr cot�pany, f r�df vidua�, or
oth��r, �ithe�r �� own�rs ar o��u�antsr whose la€rd or i�,t�r��t
�n 1�nd might a���c�.e� ��+ �he wor�. The ��ntr�,��or shal� t�e
res�ons��l� i`or al� damage or in��r�► �o p�op��ty o� ar�y
cha��cter re�u��inc� from ar�y' a�t, orniss�on, negle�t, or
mis�ondt�ct i.n �h� rnann�r or me�h�d or ex�cutiorr o�' the wo�l��
or �� any tfm� du� to ����c��i�ve work, ma��ri�l, o� equig�ez�t.
�0t��� �n� wl��xe �ny dir��t or �nd����t or ir��u�y is done to
g�b�,i� o� p� ��ra�� prop�rt]� on a��out�t of any act , ornf ssf or� t
�� r�egle�t, or misconduct �n ��� ��ce�ution of �h� worl�t ar ��
- cor�sequ���e of the n��-e�c��u�ion ther�o� on the part o� the
�ontra���r, h� sha�1 r�store or have ���to��d �t h�� owr� �o��
and �x�ense such p�ro��r��► to a c�r,�it��r� �� �e�s�. �qual to
th�t exist�ng befare suc� d�rna�e ar �n���y' was done, by
�e�airingt �r�b�i�diflg, �z �'��e�ewis� replacin� an� ��sto�i�g as
sn�y h� direct�d i��► �he Owner, ar he �h�l� m�l�e c�ood su�h
damag�s or in��ry �n a manne� a�c�ptabl� to �he owne�r o� th�
proper�y at�d t�e Enqi.t���� .
A11 feztce� encot�r�t�r�d and remvved c�uring cvns�z'uct�on o�
�his gxo���� s�all be �r��tored t� the or�gfr��� or a be�te�r
�han ori�i.r�a�l �onditi�n upor, comp�etian of tl�is pro�ect.
W��n wire �et��ing, eith�r �v�f �� m�sh or bar�ed wire �s to �e
c���s�d, �h� �Contractor sh��J. se� �rass br�c�d po��s on
exth�r si�� o� �erm�n��t �a��rn�s�t� ��for� th� fenc� f s �ut .
Sh�uld addit�on�l fen�e cut� b� r��cessary, th� ��n�rac���
sk�a3� provic3e �ross �rac�d p�s�� a� po�nt af th� prap��e�
cut ir� add�ti�n �o th� cro�s bra��d posts provi�e� at th�
p�rman��� easemer�ts 1�mi�s, b��or� the ��r��e i� cut.
Tempora�r� fen�fnq eha11 �e e��cte� �n pYace a� the �en�ing
remov�� wk�er�ever �he wa�l� fs na�t fr� p�rogr��s z��d �t�e�a th�
site is t�a�ate� av�rn�c�ht, an��or at a�l tirn�s �.o p��vent
�iv�sto�k from e�ter�t�xg �he construc��on ar�a. The cost� �or
fence ��rnotta�F t�r�go�e�r� �Iosur�s a�c� r�placement shal� be
� s�bs�.t�i��� to �t�e �'�rious iter�s bid in the p�oj��t
C�-� {71
p���o�al. Th�refar�, no s�parate p��ment sha�I be �31�w�d
for any ��r��ce as�oc�at�d with thi� work.
�n case of �a�1��� on the par� o� ��e ��n�r���o� �o re�to��
s�ch property to rn��� qood suc� ���ag� ar i��u�y� th� �����
�ay, u�on �8 ho�r w��tte� no�i�� u���r ���i���� ���cumst�nc��,
�nd �i��o�t not��� w��n a n�isan�e o� ha���dou� con�it�o�
r�suYt�, proc��d �� �e�air, reb����, �r oth�rw�s� restore �u�h
g�operty as rna� �� ��t�r�ined b� t�e Owner t� b� n�c�ss���,
�nd th� �ost th���b� wi�l be d���ct�d �ra� an� �o���� �u� ��
t� ��come d�� to ��e �on�ract�r und�� thi� ���tra��.
C5-6.11 TNDE�EN�E�T CO�T�A�TOR: I� �s unders�oo� ��d a�r��d
b� th� �ar�ies h����o �h�t �on�ractor shali p��fo�� all �ork
��� s��vice� h�r�un�e� �s a� inde��n���t cantr��to�� and �ot
as an o���c�r� age�t, servant �r ��p�o��e of ��e �wner.
�ontr���or shall have e����s�ve co�tro� o� an� the �x�lu�ive
r�ght �o �o�tr�I �h� �etai�s of aIl the w�r� and ser�i�e�
�erf�r�ed hereund��, and a1L p��s�ns p���orming sa��, a�d
�h�l� �e sol�i� re���nsib�e �o� t�e ���� a�d orni���o�s of its
�f£icer�F agen�s� se�van�s, �m�lo��es, con��a���rs,
su�contra���xs, lice�se�s an� ��vi���s. T�e �octrine ��
�e�pondeat su��riv� �ha11 no� ���1� a� bet���� Ow��r afl�
Contrac�or, it� o���c��� � agen�s, �m��o���s� ��n��2�ctors as�d
$ub�on��ac�o�s, ar�d r�o�hir�g her�i� �l��].� be co�,stru�r� as
�re�ting �, gartn�rs�ip �r joint �nt�rpri�� b�tw��n Qwr�er and
Cor�tzactor.
��-6. �2 �OI�TR�C'�'DR' � R�SF��SIHIL�'�'�' �'OR ��lM��� �LA�i�fS «
�a�t�ractor cov�r�ar�ts �nd a����s to� anc� c�o�s hereb� i�t�emnifY,
hal� harml�sa �nd d��et�� Owner, �its o�ficers, z�g�nts{
s�r�rar��.�r ar�d �mplo�e�s frorn �nd again$� ar�y an a��, ����,m� or
su��s �o�r �ro�erty d�r��g� or �oss an�for g�rsonaX .iz�jt���,
i€�cLudinc� de��.�f ta any and ��.�. ���sor�s, of �r�at�oev�r kir�d ar
character{ wi��#.h��' r�a� or asser�ed, arisir�c� ot�G af or ir�
co�nectior� wi�h, di.�`ect�� ar indi���tl}�, ti�� wo�k arrd ser+vi���
�o be ����a�em�d h�reund�� by �or�trac�oa�, ��� of�icer�, ager�ts,
�mp�o�re�s, co�tractors, su}�co��xa�tars, li�e�se�s �r in vzt�a�,
�t���kx�� �� �not causedr in who�� or in p���, by �].1e���
ne�li+��r��e on ti�e part �f o�#icers, �g'en�s, s��van�s,
emp�o�r��s, �ontract�rs, sub�on�ractors, �i�ens��s ar�d in�ri��es
of �he" �wr�er� ar�d s�id ��n�r�,cto� does her�b� covena�t an�
a�r�e �o assum� all �iabi�fty ar�d r���or��i���i�� o� �wne�r, i��
o�ficers ac�e�t�, set'van�s an� e�tpJ.o�►e�� �or prop�rty ��rna�e or
loss{ ��nd/or �e�sonal inju�ri�s, ir�c�uding d�sth, to �r�y ��r3
�IY p�rsons af wha�soeu�r Jtind or �h��`a�t�r, whet�er re�►1 or
�ss�r��d, a��.siz�g out of or i� �onz��c�ian �rxth, di.��ctl� or
indirec�l.y, tl�� wor}c and s�rvices to �e �er€r�rr�ed her�un,�e�r b�
�ontractor, i�s �f�i�e��, ag��ts �r�g1�y��s, con�r��to�s f
subcont��ct��es, lic�nse�� and �nv�.te�s, wh2ther oa� rr�t caused f
�6-5 {8�
�n whoX� or i� gart, b� a�l�ged �e�1f����e o�. a�f�cers,
�g�nt�, �erva�t�, �mp�oye��t �ont�ac�o��, su�contr�c�ors,
�ic��see� o� fri���ee� of �h� �wn�r. �ontrac�or �i��wise
co���ant� and �gr�es �of and d�es h�reb�, ind��nify �nd �old
�a���ess Own�r from an� a�a�rt�� any an� �1X in��rfes,�o�s oz
�ama�es to �rope�t� o� �he �w��r d���ng �h� ger�o�m�nc� �� a��
of the �e�ms and co�d��ion� of th�s �ontract� wheth�r arfsi�g
o�� of o� in canne���o� with a� res����ng fro�f i� ��ole o� in
part, any and a�l alleqed acts �r omiss��ns of offfce�s,
�����5� ���Vd���r $�p�����5+ C4�t��C���S� B��CO����C�PrS�
Xi��nses, or �nvit�e� o� �he �w��r.
�� the �ven� a wrx���n clairn �o� darnag�� aga���� th�
con�rac�or or its �ubcant�a��ors r�rna�ns u�s�tt��d at the ��rne
all work an th� pro���� has be�� comp�ete� to �he aa����a�tion
a� ��e �ir���or of �he Water Dep��tm�nt� as ��iden��d b� a
fina� i�sp�ct�on, fin�� p�yrnent to ��� Contra�t�r sha�l �o� be
recom��nded b� the Di�e�t�r af i�� wate� b�partrne�� �or �
�eri�d of 30 �a�� aft�x �h� �a�� of su�h fi�a� fnsp��tio�,
�nless th� Con�rac�o� �hall ��bm�� w�itte� evi��nc�
�atisfactor� �� trie D��e�tor tha� �h� c�aim ha� been �e���ed
�nd a�el�as� �as �een o��ai�ed trom th� ��aimant i�vol�e�.
I� t�e cla�m co��erned r�m�i�s u�s�t��ed as of the expiration
� of th� �bov� 3�-d�y per��d, �h� ��ntrac��� �a� �� deemed to be
` entitYed t� a s�rni��i�al�pay�ent for wor� compl�t�d, ��ch
a�rn�-fi��l ��yment �o b� in an �mo�nt equal to t�� tot�l
�olla� arnoun� ��en �u� 1��� th� �ollar value of a�� �r�����
clai�s pe�3i�g a�ai�st ��e �ontra���� arising ou� of �he
p�rf�rrnance �� ��ch wo�k� ��d suc� se��-�ina� payment m�y then
�e r�co�rnend�d b� th� ��r��t�r.
The D�re� to� sha�1 �o� r���,�men� ���a� gay�en� �o a Con��acto�
a�a�ns� w�o� s��h a claim tor �amage� is outa�a��i�g f�r a
perio� af sfx m��ths �ollow�n� ��e dat� of th� ��cep��nce af
the work pe��orrn�d unless the �on�ra�to� s�b�its evi��nce in
writi�g satzs���t�r� �o t�e �ir���or �hat:
1. The ��aim has b�e� se�t��� a�d a r�l�as� has b�en
�b��ined ��om the �1��roa�� involv��, or
2. ��o� fait� e�fort� ha�e be�n mad� ta settle such
ou�stan�f�g c�a���, �n� suc� gaod �aitri ef�orts
have �ailed.
�-
�� �ondition (1} a�o�� �s �e� a� ��y tfrn� wit��� khe s�x roon��
�e�i�d, �he U�re�t�� ����I �e�ommend �h�� ��e fi�a] pay��nt to
��e ���tr�c�or �e m�de. I� �on�ition f�} abov� �� m�� �� ���
�irne with�� �h� s�x mo�t� per�od, the Uirectox �a� recommend
tha� th� fina� payrne�t �a the �����a��o� he rnade. �t the
��-6 (9}
expirat�on of th� s�x mon�h period the Dixector m�� recomme�d
�hat ��na� pa���nt b� rn�de �f �1� �ther wozk has ��en
�erfor��d and sll ot��r obYi�ations o� th� Co���actor h�v�
be�n met ta �h� �atfsfactio� o� t�e �ir��to�.
�h� �i�����r �a�, i� �� d�ems i� ��propriate, ���use to ��ce�t
b�ds ofl o�h�� ���er D�partm��t �ontr�c� �ork from ��ontr��tor
against wham a�3aim for d�rnag�s is ou�standin� as � r�sa�� of
work perform�d ��der a �it� ���tr�c�.
����,1� ���TRACTO��S �LA�M �OR �A�A��S: ��o��d �he �ontxsctar
���irn �om���sa�io� tor a�� �l���ed damaq� �y �ea�on of ���
acts or o�issio�s �� �h� Owner� he �h�ll withi� three days
af�er ��� ac�ua� ���taini�g of euch alleg�d �amag�, ma�e a
wri�t�n s�atemen� �a th� En�����r, settinq o�t �n �etai� ��e
natur� of �h� al����d da�age, �nd on a� b��o�e the �5th �a� o�
th� rnanth ��eceeding ���t �� w���h ��� such �a�age �s c�ai�ed
ta hav� bee� �ustaine�, th� �on����to� sha�l fi�e ��t� th�
�ngi�eer �� �te�iae3 s��t��ent o� the details and a.mount of
such al����d d�rnag� andf u��n r�qu�s�x shall �iv� th� ��gi����
���e�� to �x� �o��s of a��ount, re������r vou��ersr bilYs of
x�d��gf �n� o�her boo�s a� pap��s cont�i���g a�y �viden�e �s
to t�e amo��t of suc� a1��q�d damag�. U���s� su�� �tatern���s
shall be filed as �er���a�ove r•�q�ir��� the �a�trac�o�'s claim
f�r �am�e�sati�n �ha�� b� wai��8, a�d h� sh��1 ��t �e enti���d
to pay��nt on �ccount �f suc� �ama��s.
�6-6.�� ADJU�TM��T OR R�L�CATIO� 0� ��BL�� V�Z�ZT�E�. ��C.:
�n cas� i� �$ ne������� to �h��ge, mo��, �r alt�r in any
�anner �he p�ope�ty �� s gub�i� ut�ltty or v�h�rs, ��e sai�
g�operty sh��� not �� rnoved or intarfered w�th u��iY ord��s
t��re�po� ���e b�en �����d �y th� �ngin��r. Th� right �s
�e�e�v�d to �he vwners o� Fub�ic u��l��ies �o e��e� the
geog�aphical �i�i�� of th� �ontrac� for ��� purpose of m����g
�uc� chan�e� o� repair� t� th�ir p�oper�� t�a� may b� _.
nec�ssary �y �he g�r��r�a��� o� t�i� �ontract.
�6��.1� T�M�4RARY �E�ER A�� DRA�� �ON���TION�: W��� �x���in�
��w�� lin�s ��ve to be t�k�n �� �r �emoved, kha �ontractor
sha�l, at �i� o�n �xpense ��d cos�t g�ovide �nd m�i�tain
t�mgo�s�� aut�e�s ��d canne���ons for �11 pri��te or �ubli�
��a��s an� �ew���. �he �ontr��tot shaL� �Iso tak� care o� all
�ewag� and �r�i��ge which wi�l b� re�ei��d �rom these ��ains
a�d s�wers, �nd �or this pu�pos� h� �hal] �rovid� ��d
m�in�a��, at hi� o�� cost �nd expense, adequat� p�mping
��c�litie� and t��p��a�� a�t���� o� divers�on�.
Th� �ontractorf a� ��� own �ost �nd exp��s�, sha�l �o��tru�t
s�ch t�o�ghs, pfp�s, or ��her s��uctur�s ne��ssary, �nd be
p��pared at a�l times �o dis�os� of drain��� and sewa��
C6�� �1Q)
re��ived �ro� t���� t�mpo�sr� ��nne�tion� until su�h �i��s as
th� permanent connec�ions ar� ���1� �nd a�e i� $�ruf�e. Th�
�xist�n� s���rs and �o��ec�ians �ha1� �� k�p� �� s��vice a�d
��In�81��� �nder t�e �on����tf �x�ep� w��n spe��fi�$ or
order�d to b� aban�an�d �� the E�gin��r. �11 �a�er, �ewa�e,
�nd oth�r �a�t� �hal� �e dispos�d af ifl a satfsfactor� manner
so �hat �o �u�sa�ce i� ���a��d �nd so t�at ��� wo�k u�der
const����ion wil� be ad�q�at��� gro��c�ed.
C���.1� ARRA��E�E�T A�� �H�RGE� �DR ���E� ���NI�H�D 8Y ��E
C�TY: ���n �h� �antract�r des�res to us� Cit� �atei�n
con��c��on w��� any co�structio� wor�, he sha�� ma�e �o�p���e
�nd satis����o�� �rra�gern�nts with the �o�t Wo�th ��t� �ater
Departm��� for so �oin�.
�it� w���� furntshe� to t�e �on��a��or sha11 �e �e�iv�r�d to
the �ontractar �r�� s��n�ection on an exist�nq �ity main.
��l p�pi�g �equir�� b��ond th� �oin� of de�ivery �haX� �e
installed �� t�� �ontracto� at his own expen�e,
��e C��t���torrs respon�ibfii�� �n ��� �s� �f �11 �x�s�in�
��ra hydrant a��f�r val��s �s d��ailed in �ection E�-1.� ���
�F �TRE HY�RA�TS ��D ��L��S in t�e�� ��ne�al �a�tra�t
�•� Dac�m�n��.
~ Wi�en r��t�rs �r� us�� to measure �h� wate�, t�he �h�rg��, if
ar�yf ��r w�te� wi]�7� �� at tl�� r�g�a�ar �s�sbYi.shed �r�t��. G�h�n
meters are no� used, t�,� ch�rg�s, i.f ar��►t wi]�1 b� a�
�rescribe�i 1�y �he ��ty �rdin�r�cex o� wk��z� no oxd�nar�ce
appli�s x payment �ha�l be made �n ���i�nate� ar�d �cates
�stab],�sh�� b�► the Di.�c��tor of the Fort i�or�h water
Dep�r�m�r�t.
C���.1'7 USE OF A SECTZ�N QR P��TI4l� OF T�3E i40RK: 4�hen�ver, in
�h� opinio�t o� th� Enqin���, ar�y s�c�fon or �ortio� of th�
work or �ny �tructure is �n �uitab],e conditionr it r�ay b� put
into us� u�an the �vri��e� ��d�r of ti�e '�ngineer, �nd su��
usage sh��1 no� b� h�1d �o b� in �ny way ar� acc�ptartce of s�id
wo�k or �tru��ure o� a�y pa�� �her�of or a� a waiv�r of �r�y o�
the px�trisi�ns af �hes� �or��ra�t Do�u��r�ts. �3.1 r��c�ssar�
rep�i.�rs and removaZa v� ar�� s���io� of the wvr� so put irtt�
�s�� c��� �o d����tfv� �a�er�als or vrorkmansh�g, eg��pment, a�
t� de�z��errt o�erations or� tk�e pa�r� o� �he �vntra��o�r, sha��
be p�r�or��� b� the �ontracto�r at hi.s ova�r� �xpen��.
�fi�G.1B �Oh1TRACTOFi"� R,����t���HILITY FpR T�� WORR: Unti�
w�eitt�n ��c�ptar�c� #��► �he Own�r �s �rovid�d for in �k�ese
�ontr��t D�cum�r�ts, ��e work �hal� be und�r the charg� a�d
�ar� o� t�r� �ar����ctc��f and h� shall take ev�r�r ne�essa�y
pr��autio� to p�e�ten�� ir��ur� or dam�g� to �h� worlc �s �n� gart
�.
�6-6 (�I�
t�ereo€ by action of the ��ernent� or ��orn �ny caus�
w��tso�vert wh��her arisin� frorn the ��ecut��n or no�execu�i��
o� ��e �o�k. �h� ��ntra�t�� shall reb�ild, repaixt r�storex
an� �ak� gaod at his own �xpen�� a�l i��uri�s or d�ma�e �a aay
po��i�n �� th� work o��asion�d by any o� th� hereinabo�e
cau��s. .
�6��.�9 �0 WA�VER D� L�GA� �I�HT�: i�sg���ion b� �he E�g�ne�r
or any orde� by the �wn�r by paym��t af �o��y or an� paymen�
�o� or acceptance o� �ny work, or any ex���sio� of tim�, �r
�ny �o�session take� b� �he �ity shall not ap�rat� as a w�����
o� �ny pravi�io� of th� �o�tract Docurne�ts. Any waiver of any
br�a�h or �ontrac� shall �ot �e he�� t� be a waiver o� any
ot��r or s�bs���en� br�ach.
The Own�� r�s�xv�� th� right to �or�e�� a�� erro� th�t ��� b�
di�cove��d �� an� e���ma�e ��at rnay �av� ���� pa�d a�d ��
adj��t th� s�rn� �o m�e� th� xe�u��ement� o� ��e �ontr�c�
Docurnents.
��-�.20 PER��NAL LtAB�LY�� O� �U�LI� �FF��IA�S: Yn carryfng
vut �he �xov�sxo�s a� �h�se Cv�t�act p��ume�t� or �n
ex�rcising an� �ow�r o� aut�o�i�y grant�d t��r���d��, t�er�
shal� b� �o ���bil�ty �pon �h� �u�ho�i�ed r�pr�s��t��ives af
�he ��n�rr e�ther �er�ona�l� or o���rwise as they �re agent�
an� zep��s�n��ti��s of �h� �ity.
��-�.�1 STA�E �A�,ES TA]{: On a co�tr��t awar��� by t�e ��ty of
Fort �orth� �� o�gan za��o� �h��h qua����e� �or ex�mption
pursua�t the p�ov�s�o�� a� �rti�le ��.Q4 i�} �� �h� ���as
�im�t�� �a�es, ���ia�� �n� Uae Tax A�t, th� Con�ra�tor m�y
g�rch�� e, r�n� or leasa a�� rnate�ia�s, �up�Zi�� and ��ui�me��
used or cons�m�d in the per�orma�c� o� �his contr��t by
�ssuing ta his s��p2ier a� ex��pt�on c��tificate in li�� oF
the tax� said ���mpt�o� c�rt�ffc��e �o �o�ply w�th Stat�
� �mptr����r's R����� .���. �n� such ��em���vn c��tfff�at�
iss�e� by th� �ont�a��o� �n �feu af the t�� ���1� �e �ubjec�
t o an� s�ail �om�x� �it� �h� p����s�ons of ��a�� �ornp��oll��+s
R�Y��g .��i, and a�� o���r ��plf��bX� �t��e �omp��aller
�uiings p��t�fning �o th� �exas Li�ited �a�ea{ Exc�s�, �nd Us�
�ax Ac�.
On a contract awa���d b� �����1op�r for the co�s��uction �� �
�u�li���-owned i�provem�nt i� a str�et right-of+way �� o�h�r
eas�rn�nt which has b��n ��d����e� �o th� publf� �nd �he �ity
o� Fort �orthf �� orga�i���f�n w�i�h qu�lzf�es f or ex��ptian
p�rsuant ta th� pr4�wr��ion� �� Article ��.�4 �H1 �� t�� T�a�as
lita��ed SaYes, Excis�f and Us� �ax �I�t, �he �or�t�ac�or ��►n
p�ob�bl�r �e e�cemp�ed ir� the sam� rnar�n�r ��.���d abave,
C6�� {].2}
L�rnite� Sa�e, �xcis� and Us� Ta� perm�ts a�d informa��o� �an
be ob���ned ��am: �
��m���o��e� of Pub��c ��counts
Sa1e Ta� Aivisia�
�apitol �tation
�ustin, T�
�
�-
C�-6 L �� )
PART � � ����RAL ��NDI�zDNS
�7-7 ��D��CUT�O� A�D PROGRE��
�E�TION C7�7 �RO�E�UTIO� AN� ��OG����:
�7�7.1 ���LETTI��: The �ontraato� shall p�rfo�� �f�h h�s own
o��anizatio�, ��� wrth the ��sis�a�ce o� �oxkm�n und�� �is
irnm��iat� supe��nt�ndan�e, work of a value of no� ��ss t�an
�fft� {�Q�? �erce�t of th� �a�ue �rn�ra�ed in ��e ��n trac�. ��
�he Contractor �u�1et� �ny part of the wor� to b� �one u�d�r
th�s� �oritract D�cu�e���f h� wi1� not under any ci�c�rnstance�
be relie��� of �he �espon�xbilit� a�d ob�igat�on assum�d u�der
t��se Co�tra�t �ocurne�t�. A1� ��ans��tsons of tne En�i��e�
will b� vri�h the �ontrac�or. Sabcor�t�a��oxs �vill be
consi���r�d anl� iri th� capac��y o� em�loy��s o� workmen of �t��
�or�t�ca��oar ar�d sriall b� subje�� �.o ��ie ��erne req�i.z��ne�nts a� to
charac��r ar�� ��mg�tenc�r. The �vrr���c will r�ot recogni�e ar�y
subcontaeac�or an kh� �aorlc. 'tl�� ��n�zac�or sria��� a� aYr �fr�ea,
when th� �rar3c ia in �p�r�tion, be rep��s�r���c� e�.the�c i.r� ��rsor�
or b�► a s���rin�end�nt ��e oth�r d�s�gr�ated r��xese�xt��tiv�s.
C7-7. � A���Gt�M�t��` �F C�i��k�A�'�x The Cor�tra��or sha11 r��t
e�sign, tran�f��, �ubl�t, �onvey, ar oth�rwise dispose o� the
`" contract or Ytis ric����, title, �r in���es� in ar to �he s�me
or a�y part th��eeoiE withou� t�� previous con�ent of t�e Owr,er
�x�res��� by r�solu�ion �f th� �ity �ounci� and concu�rzed �r�
b�r �he �ur�ti��.
�� th� C���r��tor �o�s, wf tho�tt sucY� p��viotls cona�nt f a�s �c�n t
�ra�r���r, s��letr �onve�r, ar o�l�erwfs� di�pose of the �ant�ca�t
or his ric�ht, title� or ir�terest therein or any par� thereof,
to any person or �e�sons, partr�e��hfp, compan�f f��m� o�
co�por�tior�� oae doea by �ankru�tcy, val.ur�tary o� i.nt�olnr�tar�.
or b� a�si�nm�nt und�r ��e fns��venc}► lat�s �f a�� s�ate,
attem�t� �o d�spose o� th� contract may� at the op�iori of th�
�wnex be re�ro�C�d an� ar�nulled, un���� tl�� �ure�ies sh�ll
success��lly �omp�.�te safd �ontra�tt an� i�t ��e ev�nt of any
�tx�h revocst�or� o� ar�nul�ent, �ny moni�s due �r �o b�come due
und�r �r b� �rir�ue o� sai� contra�t �ha�I b� �r��aine3 �� th�
Qwr��r �s �i.q�id�ted damac�es fo� tMe reason tt�s�. it +�ou1d b�
imp�cacticable �nd ex,tre�a�ly dif��cul� �o fix �h� a,��ual
�am�ge�.
�7��.� PF�O�E�[3'�Y�� OF THE �?O1��C: i���o� to beq�r��inc} �t3�
c�nstru�tzon operatian� the �ontractor shall �uk�mit to t��
Er�g�ne�e� in fiv� or rno�re ���fes, if regu��t�d b� �he Engine�zf
� p�ogr�ss �et�ec�ule pref�rabY�r ir� �1�ar� ar c��agram �o�r�, o� a
bri�f au��ining �.� deta�.l and s��� b� step ��e r�ar,ner o�
�.
�7�7 (11
prose�ut�n� ��e work ��� o�d�ring materia�s ��� e��ipm�nt
w�ich �� ���ects �a �o31vw �n ord�r t� cornpl��� �h� �roject in
t�� sc�e�uled tim�. Th�re shail �Y�o �e sub��tt�d a��ble of
eat��ated am��n�s to �e e���ed b� the �a��rac�o� dur�ng each
�����ly esti�ate g�rfod.
��e �o���act�r s�a�1 �o�men�� the �oxk �o be per�ar�e� und�r
���� co�tract ��thfn th� time li�i� ����e� in ���se Cont�act
�acume�ts a�d sha�l conduct ��� w��k in a ca�t�nuous m����r
a�d �ith suf�ici�nt �q��pme�t, ����r�alst and labar as ��
�e�essar� �o ��s��� �t� �am�l�t�an w����� ��� tim� lirnit.
��� s�q ��n�e requeste� of all �o�st��c�ion op����fo�� sha�� ��
at a�1 t�roes as spec��i�d in t�� �gec�a� ���tr��� D�cum�nts.
Any deviation �rom scuh aequencing $ha�� �e �u����te� ta th�
Eng��eer �o� ��s �p���val. �on�ra�tor shal� �ot pro�eed wit�
��� d�viatio� ����1 he has �eVe�ved ���t�e� appro�al f�am th�
�n�ine��. S�c� spec���c���an or �pp�oval by the �ngin��r
a�a�l not reliev� the �oatr�c�or frorn th� fu1X re�go�sibili�y
o� �h� comp��te �e�for�an�e of �h� C�ntr��t.
'��e �or�tract tirne may be �hanged or��y as s�t for�� ir� Secti�r�
��-7.8 "E�ct��r���o� of Time a� �omple��o�" o� �his A�r�erner��.�
and a proc�r��� ��h�d��� sh�ll no� �ons�i.�t��e a chang� in tt��
co�t�a��t �ime.
�7-7. � LIMTTA�'Ioi�S �� oPE�ATION�: T�e workfnc� op�ra�ions
sha�l at all �xm�� b� cor�duct�d b�r ti�� �ontra�t�r so ��. to
crea�� a mir��mu,� amount o� incor�v�ni�r��e to the public. A�
an� ��m� �r��n, �.� tr�� ju�gra�nt �f ��ie Eng�n���r, the �or���a�to�r
has ob�tru�tefl or ��osed o� i� carry,�ng or� c�perations in a
p�r�ion of a�tr�e� or p+�b3#�� �a�� c�rea�er �.�an is ne�es$a�e�
�o� ti�� proger e�tecutior� of �#�� w�r�€R th� Erigin�e�r may r�q+�ire
the ���xtractor �v fini.si� t�� �e�tion on which o�e�at�ons ar�
�r� p�rc�g��ss be�o�re �he �r�rl� fs cos�mer,��d oa an� ac��l����nal
section ar stre��.
�7-7.5 �HAR]�cT�R aF woltiCt+i�N ]�i�p ��L]IPM��1T: Loca� Iabor ��al].
�� us� by t�� ��t�tractvr i� �v2�i�a��.e. The �ont����o�r ma�
�r�ng in �rom �t�tside th� �ity of Fort Wor�i� h�s key men �nd
hi� superintender�t. A�1 oth�r wo�kmen� in�l.e�r3i�g �guiprnent
operator�� �ay be imp�rte� or,Zy a�ter th� �.���1 �t��giy i�
��cl�au�t��i. '�h� �ant��a�tor shall emplo� onx�r such
superint�r�dents, fo�re�nen, an� wo�rkrn�r� who �rs car��ul,
ccam�et�r�t, and ful�y qual��ie� ta perforrn the du��fe� or �asks
assi.gx�ed �o �k�ezn, a�nd �he E�gir�ee�r ma� d�rnand and s�cur� �h�
$urnmary disrniasa� of any ��rsor� o�c p�rson� �r�pl�yed by the
Contractor in o� a�aut or on �he work who, in �h�e o�in�.on of
tt�� Owner, shail m�scondu�t k�irnsel� oz �� �ounc� t�o k��
irr�ornpet�nt, d�srespec��ul� fnt�mp�rak�, dishones�x �r
�7-7 i�}
oth���ise obj�ctionabl� �r ��������u� ia t�e pr�per
ge�formanc� a� h�� or �h�ir duti�s� or wh� neglect� or r�fuses
�o �om�l� w��� o� c�rr� out the dir�ction� of the Owner, �nd
such p�rsan ar p�rsons shall no� be empla��d again th��eon
witho�� writte� c��s��� o� �he En��neer.
�
A�� wo�kmen sha�l have s��fic�ent ��i�l, �bi�ity, ��d
��€�reri.�n�� �o praper�y p�rform th� wark a�sign�� ko t�he��n �nc�
ogerat� sr�y ec�ui�m�n� ne�ess�r�► ta prope�l� ���r�ey ou� th�
p�r�ormar�c� o� �he 2�s���r��� duti�s.
T�e �an�ractor ��a�.X fu�nish �nd rnaintain or� t�e r�ork a11 st�c�
equ�p���r� as �s �or��idered to b� nec�ssar�► fo� ��ose�t�ti.or� o�
tF�e work in an a���p��1�X� m�,r�r��r afld a� a�atis£act�r� rat� �f
progress. �►17. �c�uipme�tt# t�nls� ar�d rn�ch�r,ery u���d for
handl�lr�g mat�rials sr�d execu�fng any� par� of ��� wark s�aJ.� h�
subj��� �o ��e a�groval o� �h� Eng�n��r and �hall be
maintx�i.,�ed ir� a sat�is���tor�r, �afe ar�d e�fi�ien� �ro�ricair�g
conditi.or�. �c�uipr���t o� �z��r port�ax� of �t�� work shal� b� s��h
t�l��� ao injt��r� �.o th� workr woskm�n or adj���n� p�ape�t� w��l
resul.t from f�s ���.
c7-7.6 �r0�t�c ��H��v�Es ��ap��� vto�r�Cir�g da�� s�a�.�. b� com�t����l
sta�ting �rith the f irst �a�► of worl� �ornple��� a�s ����.r,ed in
�1=1. � � "W�3��{IN6 �A�" o� th� C�a�� S�.ipul�it�$ #,� ��� "Sr�{�RfC
�RDER" �or begin��in� w�rk, whtchev�r cortes �irs�.
Nothing i.r� ���s� �or�tract Do�u�en#.s a�aZl be �ons�r��d as
�rohf b�.�i.ng the �ontract��r �x�r� workir�t� an �at�rday, S�nc��y or
�.�g�l I��Xid�ys, prov�.d�nt� �h�,t t�t� fo�,l,owi�tg require�t�n�s ���
met:
2�. A�eques� �.o �rorl� on a speci�ic
i��gal �301 f �a��r �nus � b� m�de �o �he
�.han trie pr�c�edi�,g �'hu�rsda�.
�aturday, �unda� or
�ng�neer no later
b. �r��+ work to be done or, th� pro�e�t os� suc� a
speci�ic �e��rc���, �und�y or �,ega� I�ol,id�y s�t�s� ��,
�t� �h� opf r�i.o� o� tk�� Engi.neer, esse��ia]. to ��t�
tim��� cor��letian ef �h� �aeoj���,
�
'�h� Et��in�e�'s de��sion �hal� t�e �.�nal �n �r�sp�nse to such a
r�qu�s� �or a���o�ral to work or� a�p��i��c �at�rda�� Sur�day or
�eg�� i�ol�.da�� and no e�c�.ra comp�r��atior� ��al� be allowed to
th� �on�.ra��c�r f�r an� +�o�rlc ��ar�o�rm�d on s�ach a�p�cif ic
Sa�.�rda�r, �unda� or ��ga� Holida}�.
C�let�dar D�ys �Y�a�� be de�ine� in ��-1.�4 and t�e Con��a��or
�ay �o�k �,� !�� so c��sires,
�7-7 (3)
�7-7.7 �IM� b� CO�MEN��ME�T A�D �OM�LE�70�: The ��nt�ac�o�
shall �omrn�nce ��e wo��zng opera�zo�s wit�in t�e tirn�
sp��i���d �� the �on�r��t �o�uments a�d �e� �o�th in �h� �ork
Or��r. F�i�u�� �o do so s��l� be cons�dered by �he �w��� a�
abandonmen� of �he �ontr��� by tMe ��ntr�ctor ��d the Ow���
m�� p�oce�d a� �e ��es f��.
Th� �o�tractor �h��� rnaint��n � rat� of progress s��h as w�ll
��sure �hat �he whole w�rk wi�l �e perforrn�d an� the pr�mr�e�
�Iea�ed up in �ccorda��e �ith t�� �o������ Doc�men�s and
w�thin th� ���� esta�l��hed in �uch �o���e�ts and �uch
��te�sion af �irn� as rna� b� prop�rl� �uthorixed �� the �w���.
C7-7.8 EX TENSI�� OF T�ME �D��LE�I��: ��e �ontra�tor's �e�u��t
f�r �n �x��na�on �� �im� of �ornple�ion sha�� b� co�sid��ed
o�l� when the ��qu�st �o� �uch �xte�sio� �s �ubmi��e� in
wx���ng to the �ng�ne�r withr� se��n days ���ro �nd af��� �he
�irne �Y1���d �a�se o� ���ay shal� h�ve occ�rr��. Should �n
extension o� t�� time of compl��ion b� ���u�st�d su�h re��e�t
wil� �e far�a�d�� to t�e C��� �ou�ci� far �ppraval .
In ad�u�tin� �he con�r�c� ���� far �orn�l��fon of wor�+
�o�si��ratian �i�l be qiven to �nfo��e�abl� c�u��� beyofld th�
�on��ol a� and �i��o�� t�� f�u�� o� negli�ence of th�
��ntra��ozf ���1��ing b�� ����t�d to a�t� o� �he pu b�z� enem�{
acts �f the ����r# fire, �1ood, torna�oe�r �pfde�ica,
quara�ti�e res�rx����ns, atrikes, ����qh� �rn�ar�o�s, �r d��aya
o� �ub-contracto�s d�e to s��� ��uses.
Wh�� �he �a�e of �o�p1�t£on fs based on � caL�n��r da� bid, �
r�q�est for ex�e�sio� of time ��c�us� �f �nci�men� w�ather
wi1] no� b� �o�s�dered. � re�uest far ��te��fon of ���e d�e
�o inabil�ty to o�tain s�pp��es and mat���als wilX b�
consi��red on�y w�e� a re�iew o� �h� �antra��or's p�r���s�
arde� da�es an� other p��tinent data as requ�s�ed by the
E�girieer i���cates th�� ��e �o�tra�to� has m�de � b�nafid�
att�mpt to s��u�e d����ery o� sch�d���. Thxs �h�lX ��c�ud�
�f��r�s to o��s�n t�� suppl�es an� rnat������ �rorn a�t���a��
�o�r�es in �as� the fir�� so�rce cannot ���e �elfvery.
If �a�isfac�o�y �x�cutio� e�� co�pletion o� th� �o��zact
�ho�ld require wo�� and rnat�ri�ls in greate� amo���� or
qusnti��es than ��os� ��� fo��h in t�� a�pro��� �ontract
U�cumeats, the� �h� ��ntra�t t�rne ��y �e f�����se� b� �hange
D�der.
��-7.9 D�LAY�: �he C�ntrac�or ��a�l re�eiv� no com��nsa�ion
for ��la�s ot �in�ran�e� �a the work� e�ce�� when �ir��t ���
un�vo���ble e�tra cost �� th� �antr��tor �� caus�d by �h�
�a����e o� th� �it� �o ��ov�d� f��or��tion or mat�ria�� ��
C7-7 {�)
a�y, wh��h is to be fu��i$�ed �� the ����. wh�� su�h ���ra
comgensat�on is �lai�ed a w�itt�n ��ate�e�t th�r�o� �h��l b�
prese���� by �he �o��ractor to th� En����e� a�� �f b� him
�au�d �orrect sh�ll b� app�oved a�d r�����e� b� hi� to th�
C�u�c�l for �in�l �pproval ar di�appr�v�1; a�d t�� a�tia�
���reon by t�e �ounci� shal� b� �i�a� an� bindi��. I� d�la�
f� �a�s�d b� �pe�i£i� o�ders �i��n b� the Engt�ee�� to stop
wa�k, or �� �he �er�o�ma�ce o€ �xtra wark, �r b� �h� fai�u�e
o� �h� ���� to provid� ma�eri�I o� �e���sa�y i�s�r����ons �o�
ca�r�ing an t�e w���, ���� suc� delay wil� ent�tl� th�
�an��actor �o an equiva�en� ���e�s�o� o� ��m�t hi� ap�lic�tio�
fo� wriich �h�ll, h�w�ver, be s�b���� �o ��e appra�al �� t�e
Cx�y Counc��; a�d no s�ch ��te�szv� of �im� s���� �e�ease the
�o��ra�tor ar the su�ety on �is pe�f���an�e bond from a�l rii$
ob���ations ����under wh�ch �h�ll ��m��n �n fu�� for�� until
the �is�harq� �� �he �ontract.
�
�
��-7.�Q T�M� OF ���PLST���: �h� ��me o� �omp�e�ion is sn
ess�nti�l �leme�t of �he �ontract. Eacri bidd�r sh��l �nd���te
i� ��e ap��opriate glac� o� the Yas� p�g� o� �h� Proposa� t�e
�um��r o� wo���ng days or ca��ndar d�y� tha� h� wi�� requir�
t� �u�ly cornple�e th�s �ontra�t o� t�� �im� of �ornp�eti�n wi1L
be sp�c�£i�d by �he ���� in th� �roposai section a� th�
contract do�um�nts.
The �um�e� �f da�s �ndi��t�d sh��� �� a r�a�is�ic �stxmat� a�
th� �irne ����ir�d to �o�p�e�� ��� �or� cov�r�d by t h� sg �cific
contra�t being ��d u�o�. ��� amount o� tz�� s� s�a��� �� ���
su�c�ssful bidd�r �r �he �x�� �ill becom� �h� ��m� of
�a�ple��on sp�ci�ied �� the ��n�ract Docu���ts.
�o� ea�h �a��n�ar day ��at any w�rk s�a11 ��mai� un�ornpl�t��
a���� the tim� spe�ifi�d i� the �o�tra�t Do�ume���t or �h�
increas�d tfine gran��d by the Own�r� or �s au�oma�x�alr�
��cr�as�d by ad�i�iona� wo�k o� mater���s orde��d ���er �h�
contr�c� is �ign�d� �he ��rn p�r da� giv�n in th� fo�lowin�
s�h�d��e, �n�ess o���rw��e sp��ified in ather pa�ts o� th�
�ont���� Docum�nt�, wi�� b� d�duct�d ��om moni�� du� th�
�a��ra�tor, �at �s � p��a�ty, �ut as liq���a��d da�a��s
suf���ed by t�e �w�er.
AM��NT �F �O��R��T
�es� tha� $ �x�UO
h? �� V5.l1 �� � ��f VVV
$ ��r0�� �o $ 25,0��
$ 25,001 to $ 50���0
� �4J j VV� �� � ��V k 41ViI
$ 10�,001 to $ 5���0�0
C7-'� i�)
in��usi�e $
�[�C�IIS�.V'� $
ir�clus�v� $
f r�c�u���r� $
fi]GYtIS�V� �
ir�cl�s#.v� �
�5.��
�O�S. ��
f �. 00
1p�,�0
154.�0
2�0.��
$ ���,0�� to
��tU00,�Q1 �o
���00�,0�1 and ov��
�1,O��f�00 inclusiv� � 315.��
��,OQ0,�00 �n�lus�v� $ 420.��
$ 63�.4�
The p�rties h�reto un�e��ta�d a�� ��r�e t�at ��� �arrn �� the
�it� ��u�ed b� th� �o��rac�or's d�1�� fn �omple�ing �h� wor�
�������ex �n t�e ti�� �p�cifi�d b� t�e �a�t��ct �ocumenta
wo��� be �n�a�ab�� o� v��y �iff��ult of a��u�at� estim�t��n,
and th�� �he "Arno�n� of Liqu�da�ed �ama��s F�x Day*, as ��t
out aba�e, i� � reason�ble far���st o� just �o�pensatfo� du�
the �ity �or ��rrn ca�se� b� any ���a�.
C7�7.11 SUS���S�ON BY COUR� O�AER: T�� Ca����c�or shal�
��sgend oper���o�s �n su�� pa�rt or p���� o� th� �ork ��d�red
b� an� court� �nd wi�� not b� ��t��led to �dditi�nal
co�pen�a�zo� by �i��ue of suc� ����t ord�r. �either �il� �e
b� l��bl� ta t�� Ci�� in th� event the wo�� �� �us��nd�d b� a
��ur� Ord��. �e���er will �h� Owner b� liab�� to t��
�ontra�t�� by virtu� of any Cou�t ���er or ����on for wh�ch
th� Owri�r �� �ot so���� re�go�sib�e.
C7-7.12 �EMF�RA�Y S�SP�N�Zp�: �he ���e� e�a�� h��e t�� r�ght
�� s�sgend t�e wo�k opera�xan wh�l�y o� in �ar� �or su�h
peria� or p�riod� o€ time �s �e may ���m n�ces���� due to
u�suitabY� weather �ond�t�a�� o� a�� o�h�� �nfa���ab��
c on�it�o�s �hf�� in th� �p�ni�n of �h� Owner or �ngine�r cau��
�ur�h�r pro��cution of ��e work to b� ��sa��s�ac�or� or
detrirnent�� �o the iritere�� oE the pr�j��t. D�ring te�por�x�
�uspenai�� of wo�� ca�er�d b� th�s �on��sc�r fo� any re��o�,
the Owne� w�l� rnake no e��ra paymen� �or stafld-by tirn� o�
�ons�ruct�o� egu��m�nt and�or con��r�ction ���ws.
�f it ��ould b��om� n�cessa�y to su�p��d wor� ��r an
fndeftnit� p���o�t the �on�r�ctor sh�X� store a�� �aterials in
su�h �anne� Chat th�� ��11 no� ob��r�c� or im�ede th� p�blic
u�nec�ssari�� n�� be�v�� d�maq�d in an� �ay, an� �e $��X1 take
e���y precautio� �o QrevenL d��age o� �e��x�o����on of �h�
wo�k ����armed; �e s�a�l pra���� ��it���� dXain��e ab�uC t��
wor�� ��d �re�t �emporary st��c�ures w��r� �e��ssar�.
��o�ld th� �o�tra��or n�� b� a�le to �o�p�e�e a pa���o� af ���
pro���t d�� �o �a�s�s beyo�d t�e cont�ol of ��d �xthout t�e
fanx� o� n�gl�gen�e of �he ��ntra�tor a� set fa�t� in
Par�g��ph ��-7.6 ��T�N�zpN 0� �HE ���E 0� C�MFL�TI�Nt a�d
�h�u1d it be determin�d b� rnutual ��ns�nt of �h� Contr��tor
an� �he Engin�er tha� ��o���ion to allow construction to
proc�e� �s �ot avai�a�1� ��thi� a��asona�le geriod o� time�
then the �o�t��ctor �ay be r��mbu�s�d ��r th� �o�t o� �ovinq
�i� equip�e�t of� t�e jo� ��d ret�r�inq ��� nece�sar�
e��i�men� to t�� �ob w��n it is d���rmi��� b� t�� ��gine�r
�7R7 {�}
t�at c��stru ction ma� be �as�med. �u�h re�m�u�sernent ���11 b�
�ased on ��tual cos� �a th� Contra�tor of moving the e��ipm� n�
and n� pro��t wil� �� a�lawed.
�o r�i��urse�en� �ha�l be all�wed �� t�� eg�i�m�n� �s mov�d �o
an��her �ans�r��tfo� p�oject �a� the ��ty of F�r� wor��.
��� Co��rac�o� sha11 n�t susp�nd �ork withou� �ri�t�n n�����
frorn th� �ng�n��� and s���l proc��d ���� the work op�r��xans
�ra�p�ly when notifi�� �y t�e Eng�n�er to so r�sum�
a���a�ions.
C7-7.1� TER�����I�� OF �O�TRA�� ��E T� �AT�O�AL EMER�����:
Wh������, beCauS� �f �a��O�al Em�rg��Cy+ SO deC�ared by the
Pres�d��� �f �he United �����s o� athe� �aw£�1 authority, it
b��om�s �+���ssib�� iar th� �o���actor �o ob���� a�� o� �ri�
necessa�� �abor, �a�erials, a�d equipm�nt �or ��� ��o�ecu��an
o€ ��e work �i�h r�asv�able �o�tfnu��� �o� a p�rio� �f two
ma�thsf the Con�r��tor shalY �i�hin seven da�s no�if� �h� C�ty
�n wri�i�g, gi�ing a�etailed �����ment of the e��o�t� w����
�av� been �ade and �ist��g �1� ����ssar� ��ero� of Ia��rt
ma�er�alsr and �qui�rnent �ot obta��a�le. I�f s����
�n�est��ation�t ��e �wn�r ��nds �ha� suc� ca���Cions ��i�tin�
�.. and ��at th� i��bi�f�� �f �he Contractor to p�o���d is no�
attri�u�able �� �hole ar �n pa�� to t�� faul� o� �e�l��t of
� the �on�ract, �hen if the Ow�e� �a�no� a�t�� r�aso�ab�e effort
ass��� the Co�tr��tor in p�o�uring a�d rn�k�nq a�ai����� the
�e��ss��y labox, ma��r�a�s �nd e�ui��erit w�tM�� �h���y d���,
th� Contra�t�r may r�q�est �he �wner to �erminat� t�e cantrac�
a�d th� Ow��� ma� co�p�� ��t� �he �e�uest, an8 the t�r��natio�
�h��1 �e �o�di�ione� a�� bas�d upa� � ��na� s�tt�ement
mutu�ll� ac�e�����e t� b��h �he Dw�er a�d �he �ontra��ar an�
fina� pa�me�t s���� �� �ad� in a�cor�an�� ���h th� ter�s o�
the ��ree� s�t��ementr �h�ch sha�� includ�, �u� �o� be �imit��
to, the ���ment �or a�� work �x��u��� �ut n� anti��pa�ed
grofi�s vn �o�k which h�� not �e�n p�r�o�m��.
�7-7.14 SUSPE��x�N DR AB��DD�MENT p� TH� �DR� A�� A���LM��T �F
�0����cTt Th� work op��at�o�s o� al� or a�� portion or
se�tia� o� the �br� und�� Can����t s�a11 b� susg�n�ed
imm�diat���► on �ritten o�eder �t tl�e �ngineer �r t�e �ar�tra�t
rna� be d���ax�d �an��11e� by t1�e C��� �ouncil for at�y qood an�
s��ficferi� ��us�. '�h� �o�lowing, b� way of exam��.et but ��t
of l�rn�tati�n, may �� ��r�sid�red ground� �or �u�p�nsior� or
�ancella��on:
a. Fa�.lure of the ��t��a�a�tor ta �omrnen�e �ro�lc
op�ra�ions witt�f�t the t�rn� sp�cifi�� �n th� �ork
�rd�r #.ss+xed by the Owne�e.
�
�7�7 (7�
b. Subs��ntial ��iden�e �hat progress o� �h� work
operati�ns �� �o���a��o� is ��su�f���en� �o
campl��� �he ���� �i��in ��e �pe�����d ���e.
c. F�il�r� �f t�e ��n�ractor ta
�uff��i�nt la�or �nd �q�iprnen�
�h� worki�� operati�ns.
��o�id� a�� �a��tain
ta ��op��x� ex��ut�
d. �u���an��a� �v�d���� ��a� �he �orit�actor ha$
aba�do�ed the �o�k.
e. �ub��ant�a� ��i��nc� �hat ��e Con��a�tox has b�cam�
inso��e�t or ban�ru�t, or oth������ �i�a�cial�y
una��e to �arry �n tn� �ark satis�a��o��l�.
f. �ai�ure on t�e pa�t of the Cofltr�eto� to �bserve
an� �eq�i���en�� o� the �on��ac� Doc�ment� or to
co�pl� ���h a�� or��r� g��e� b� the Eng�ne�r or
��ne� pro�i��d fo� i� �h�s� �on��ac� Doc��e�ts�
�. Fai��re of t�� Cant�actar prornptly tn roake good ��y
d�fect f� mater�als or wor��an�hip� as any d��ects
o� a�� ns�ure ��e co��ect�on af w��ch �as b���
��rected �� �ri��ng �� ��� ��g�neer or t�� Ow�e�.
�. �ubstantial evidence af
o� x11�ga11�► procu�'ir�g �
��a�d on th� C�.�� �,n �h�
cont�act.
col�us��n for t�� pt�rpas�
co�tract or perpetrating�
�ons�t`u�t�on of work under
i. A su�s�arrtia�, in������on tha� th� �ortt����or h�s
�tade �� �r��,ut�ho�i.aed assi.gr�men� o� th� co€�tract ar
an�► fun�s �ue there��o� �o.� th� ben�fit �f any
�redi�or o�r �v� a�n� oth�x pu�po�e.
]�
k,
�� th� �ontractor ghall �o� any cause wl�atso��r��
�ot �arr�► an �h� work#,r�g o���a�i.on �r� a� acc�pta�le
m�,nn�r.
rf th� �ontra�tor commer,c�s ��ga�. act�on ag��r�s�
�h� �w�n�r .
A�opy of the susp�r��ion �r�er or action af the City �o�ncil
�hall b� serve� on �he �ontra�tor's �ureties. F�h�r� wo�k i�
sus�a�nded for ar�� ��us� o� causes, �� when the cantrac� ;i�
�ar�celled� tl�e �ontra�tpr shal� discontfn�e �t�e work or su�h
p��t ti�e�reof as th� Dwner �hall d�sigrt�,te, wh�r�upo� the
Su���i�� ���, ��. #.he�� o��i.Ori, aSSU�1� th� �Or�trBCt Or that
p�rtion t?��reof whi�h �he �wnex has o�rd�r�d tt�� Con�ract�r to
discontirtue� an� �y perform �h� s�,m� o� may, wi�h �k�� w��.�t�n
�7-7 { 8 1
�
c�+ns�r�t of t�e E3�ner, ��tblet the +�ork ar �hat port�i�n of �h�
w��rk as ta�Cen o��r, pro�r�ded i�owever, that th� Sureties sria�l
exe��is� the�� optiar�, if at a�l, w�th�� two we�ks �fte� th�
w��tt�n n�ti�� �o dis�ont�x�u� the +�or�C has been �e��red v�or�
�he �ontractor snd upor� �h� Sureties or th�ir ��th�riz�d
�g�r�ts. Th� Suretxes, iz� ��a�h everit shal� �ssurn� th�
�on��ractor "s ��.ac� �n a1i r�spe�ts, ar�� �k�a1L b� p�id b� �t�e
pwnex for all �ork pexf�rro�d ��r t��� in ���o�danc� wi�h the
terms o� th� �o��ract� �o�u��r��.s. A�.1 rnonie� �r�ma�nfng t�v�e �he
�or��rac�or at t�e time t�� �hi� de�au�.t sl�all �.h��eeupon be�ome
due and payable to �h� Suret�.es a� ��,e �ro�elc progr�ss�s,
sut���c� �o a�� o� the t�rm� of tri� Car�tract Do��am�r�t�� .
�n cas� �he �ureti�s do �at, �ri�hi,� the hereinabo�re �p�cifi�d
t�ime� e�c�rcfs� �h�ir right ar�� o���on to assume �h� c�ntrac�
res�as�s�l�ili�f ��, �r th�t partio� th�r�of wh��k� th� Owne� ha�
orde��� by �he �o��r��ta� �o disc�r�t�3.�u�, then �he Owr�er shall
ha�r� t�e �ower to �ampl��e, �y cor��rac� or o�h�rwis�� as �t
n�ay ���errniner ��� wark �r�r�ir� d�scr�Y��� or su�h p€trt th�r���
x�� it may de�m necess�r�, a�d ��e �or��racto� hereto ag�e�s
�hat the Owner shal�, hav� �h� right �a t�k� goss�s�iar� o� an�
use ar�y mat��r�a�.s, plants+ tools, �quipm�r�t, eupplies� �nd
p�a�e�t� �f ar�� ?cind pa�o�'ided b� �h� �or�ta��►�tor �or the
purpos� v� carryir�g o� the wo�k �r�d to ��oc�re oth�� ��ol.s{
equi�m�nt� Iii���I181�r ��bo� �nd pza�erty �or th� comple ��on �f
` th� work, a�d to charge to t#�e a��our�t o� the cont�ra��ar �f
�aid �on�ra�t exp�rtse for labor, r�aterf a1s, tooXs � equi�mez��,
ar�d aZl ax�er���s incid�ntai �her�to. �he expens� so cha�rged
sY�al� be �ed���ed by the �wne� fxom ��ch mo�ies a� t�a�► be due
or �ay b�com� due at �n� tim� �hereafter �o ti�e �ontrac�or
u�d��r and by �r�rt�x� �f the �ontr��t or an}� part there�f . '�Y�e
��rner sh�7.� no� be rec��ir�� to obtain th� lawest �i� for �he
worl� com���tfr�g �l�e c�n��act� bu� the �xp��xs� ta be de�u��ed
s�,all �� the a��ua� ca�� of th� ovr�e� of �uci� work.
�
�n �as� �suci� e�c��ns�s shal.l exce�d �h� a�oun� �hic� wau�c� ha�e
b�en p���b�e und�r the Contra�t if the sam� i�ad ���r� �ompl�tecl
�y �he �o��r���c�r, th�n trie Contra��or z�nd his �ureties shx�l�.
pay �t�� a�o�nt of su�h e�cc�ss to th� �i�� or� noti�� from the
�wner af th� ex�ess �ue. W'l��st ar��r pa�tf�ulaae part o� t�,� wa�r�c
is 3��xng ca�ri�rl an b�r �he O+�ne�r by contra��: o� oti�erwiae
un��� �h� prav�sion� c�� �i�i� se�t�an, the �ar���a�tar sha��
�ar�tinue �he rema�nder oi t�� wvrk fn con�o�rr��.�}� w�th th�
t��rts+� of �h� �ont�xact bo��►m��ts and i� s�ch a m�nn�� a� �a r�o�
�i�de�e ar a�€�t�r�ere with pe��ormar�c� of the work b}► �h� �wr��r.
C7-7.�.5 FUL�TLLM�#�T ��' �DI�'FRA�T: TY�� �ontract +�ill be
cofl����red �s E�av�.ng ��en ful f i���d f�a�� as parovi�e� f r� �n�r
bane� o�e bor�d� or b� law� w�en all �he work and a11 ��ctio�s �r
� part�� of th� pra�e�� covered b�r the �ox��.�a�t Document� �ts�r�
C7-� ��1
r�
b�en f�nis��d a�d �o�p��ted� t�� f�nai ��spe�t�on ���a b� �h�
�ngin��r� �n� t�e ����� a�c��tanc� a�d firi�I ����en� ma�e by
the �wn�r.
c���.�� ��xrs�rr�►��or� �o� �o�v�t���t��� �r ��� owu��:
A. i�0�'ZCE 0�' T���9��A'��O�T: Th� per�o�rntanc� o� �.h� wo��
under �h�� cor�t�a�c� m��r ��e�rm�na�ed by e}�e Owrt�r
in wt�o��, or �ro� �irne ta tim� ir� part, i�n
accor3an�e with this e�ction, w��n�v'er �he �wr�er
�h�il deter�ine that �ach t�rrnina�ion f� ie� the
best irttere�t of �h� Own�r. Any su��r tsr�nina�i�n
shall b� ef�ecte� b}► matl�ng a not�ce �f
ter�inati�� �o the �ontr�ct�ar sp�c��ying �F�e exten�
�o wh�i�h perfc�rrnance o� wc�x3€ u�d��r t�� cor�trac� is
����i.nated, ar�� tin� dat� upon wi�i.ch su��
te�rn�n��ion becorn�s effectiv�. ���e��� �f th�
r�otic� shalL he deemed co�r�lusi�te�y prest�m�d �t��i
establish�8 whe� ��� �e�ter is p�a��� in �he t1n�#��d
s�at�s �iail �y th� Owr�er. Further f tt sha��. b�
d��med cor�c�u��v��� �r�surn�c� and ��t�bl#��ed that
su�h ���`mir�at�an is ���3e w�.�.t� just cause a� thereir�
�t��ed; �r�d r�o �r�af i�t an� c�aim, 8�m�,nd or sui�
shall be r�qt�ir�� af the �pwner r��ardinc� �u�h
d�a��eetiona�y action.
�. ���TFtA�TQFi ACT��N: Af��� rec�i.pt oi` a notice �f
terrn�.tta�ion f and �x�ept as o�l�erwi$� direct�e� �y
the EI3C,�1R��£i th� �ontractar shall:
1. Stop w��k u�d�� �he �on�.�a�ct or� �t�e �at� and
to th� extent spe�ifi�� in �h� r�ot�ce af
ter�ninatiorr;
�. plac� rio �t��th�r or���s or �ubcontra�ts �o�r
�ma�#.e�r�z�ls, ���rv�.ce� n� �aca.l�t��� �x���� a�
r�a� b� nec�ssa�y �or �om��.��i,�n o� s�tch
porti�n o� the w�rk �r�d�r ti�� �on�ra�t a� is
flQ� ��t[dlh����i
�. t�rrn�nate �11 orders artc� aubcorr���,�ts �o the
ext�nt tt�at �he�' �e1�te t�� the perfor�ms��e o�
work #.���n�n��ed b� �h� notic� of termina�i.on;
4. t�r�n�£e�r t�.�.1e �o ��te Own�r and d�1�.v�r �r�
th� m�z�ner, at th� tiro�s, and to th� ext�at#
�f �ny, �ir���ed �y ��� Et�g�z����rt:
C7-�"� L10)
a. th� fab�����e� or u�fa�ricate� �ar�s,
�ork fn proc�ss, �omp��t�d workt
supp�i�s a�d ot�er ma����a1 ��o�uce� as
a part �f f or acquf�ed �n cor�nectian
with the �er�orr�ar��e o�, the work
�errnirtated by the n��i�� o�
�.errnin�tio�t; and
b. th� comp].���d, o� �artia��y compl�ted
pl�.ns r drawing s{ ir� f orrnat i on and �th�r
prop�rty' whi�ht if �h� can�ract had
be�n c�rn��et�dt w�tx]d h�ve �een
r�qui.�e�d �a k�e f�xrr�i�h�d to the Qwn��.
5, �ornp��t� per��rman�e o� s�ch paart o� �.he wo�ek
a� sh�ll �o� h��r� be�� ter�in�ted b�r the
no�ic� o� t�rrn�n���or,; az�d
f. �ake suc� a�t�on a� r�a� be n���ssaae�rr o� as
tY�e Enc�ine�� rnay' d�rect, �or �lte �rot�ction
��nc� p�cese�va�i�r� o� the p�ro�a���y �re�at�ed t�o
i�s �o�tract wh�ch is �n �.he poss�s�iar� of
th� Contrac�o� and f:� whi.c� �he O�+ne�r i�as or
ma�► ��quir� the rest,
t�
� At a�i.m� r�ot la�er �han 3� d��s a���� �h�
' te�r�n�.nation date �peci.��e� in the noti�e o�
t�rm�.na��on, the �or,t�act�or may �u�mi� �o �ha
Engfne�� a list, certi�f�d a� �a quant���}� �n�
c�ual,�t�r a� any ar �11 ��ems of ��aern�r�a�ion
�n�rentory n�t p�reviously d�spos�� ofr exc�us��� o�
i+t�ms �}�� d�s�osition oi� whic�t h�s ��en di����.ed o�`
r,utharix�d by �he Er�g�.ne��. �Vot �at�r ��an �S da,ys
tk��r�a����e� the �wner �ha�2 a�c�p�. t��le �o s��h
i��ms ��o�'�d��, �hat th� list �3u��ni�t�ed sha�i �e
sub���t to v��ri�i����or� �y the Engine�r u�on
remo�ral of the i�em� o�, if �he i�ems are stor��1,
with�x� �5 days from the d��� of $ubmis�ior� o� �h�
listr ar�� any nec�s��,�r�► ad j�s�m�r�ts to co���c� ���
li�t� a� �ubm�tte�, sha�l b� m�c�� �a�eio�r tv �ir�al
��ttle��n�.
�. 't�ftMINAT��� �LAIM: W.��Y��n 60 da�s af�e� nati�e o�
��rmina�ion� �he �ontra�tor sha11 submit his
te�rnir�at�eri �l�i�n ta the En�ine�r i�, th� fo�r� and
wkth �h� cert�i�i.catior� prescribed �y the Engi.r�e�ac.
Unle�� one or mora e�c�ans�.or�s in vr��,��,ng a��
g�an��d by tt�e Ow�ex r��orx r�quest o� th�
�an��a�tar, made in wri�ir�g within a�ch fi�-�ay
per�oc� or a�thoriz�c� ��c�ensior� �t���eo�x ar�� ar�d ai�
� su�h ��.ai�xs sk�a11 be corrc� usi�r�l� d��m�c3 w�iv�d .
�7-7 { ,�� }
D. AMou�Ts: �ubj��t to th� prav�siona �E z��m
�?-7.1���}fi th� Co�tractor and �wner �a� ��r�e upo�
t�e �h�Le or a�y par� �f the �m��nt or am�u��s �o
�� pai� to t�� �o���ac�o� b� x��son of ��e to�a� �r
pa����1 t�rmin��ion of �o�� ��rsua�� ��r�to;
provid�d, that su�h agre�d �rno�n� or �mou��s �hall
aev�� e�ce�d the total c�ntr�ct �ri�� �s r�du��d b�
�h� amount o� pa�m���s o������se �a�e an� as
�urth�� ���u��� b� ��e �ontra�� p���� o� �o�� �ot
termi�at�d. T�� �v��ract ��a�� �e a��nded
��co�d�ngl�, a�d khe �a�trac�o� shal� b� pax� t��
�greed amount. No amount s�a13 be due for Xos� o�
anti�ipated psofit�. Nothiflg in C7�7.��E�)
�ere�fte�, pr�s�ri�in� t�e ama�nt �o he p��d t� th�
�ontrac�or �n the eve�� o� �ailure o� t�e
��n�rac�or b� �eason a� the �e�mination of work
pu�s�ant �o �h�a s�c�ion� a�a�X �� �e�rne� t� �imit,
�es�x�c� or o�h�r�i�e dete�roi�� or a�fe�t �h�
�mo��t �r a�ounts which ma� b� agr��d u�on �o be
gaid �o the �oMtra�tar pur��a�t to �h�� pa��gx�ph.
�. �A�L�RE T� A�RE�: �� t�e �v�nt oE t�� fai�ur� of
t�e �ori�ra��or �nd �h� Own�r to aq�ee a� g�avided
��.�7-7.�� {D} upo� th� who�� arnovnt �o b� ga�� �o
t�e �ontractor by r�ason o� the terrnination �f w�rk
purs�ant ta this s��tio� th� 4wne� shal� d��erminex
o� �he b�sis �� inform�ti�� �v���a�l� t� �t, the
amo�n�x i� an�, �ue to th� �o�tra��o� �� �ea�on ��
�he t�rminat�an and shall ��y to th� �ontr���o� �he
�m�unts deter�ined. No arna�nt sha�� b� ��� fo�
�ost or anti�ipat�d pr��it&.
F. ��DU�TIO��: In a��iving at th� amount �ue the
�ontrac��� un8er t�ia $ection, ��e�e ��alY b�
�educ��� �a) aIl u�liquid���� ad��n�e or o��e�
pa����ts on accn�n� ther��of.or� made ta �h�
�o�t���tor, ap�li�a�l� ta �he termi�ated portion of
this �o�tra��t �b} any clafm which th� Owne� m��
�av� a�ain�� th� �o�t�ac�o� �� �o�ne��i�n wit� this
cantractr an� �c1 the agrs�� pr��� �or� or �he
� proce�ds o� sale of, an� ��te���1�� �upp�ies or
other �h��g� ���t �� �he C���r�ctor o� sa�dR
p�����nt to the provision$ �f thi� �x��se, a�� na�
otherwxse ��co�er�d by o� cr��ite� �o t�� ow�e�.
�. A����T���T: If t�e �e�mi��t�o� h�r�un�er be
p���i�lf grior to th� settl�ment of �h� te�minat��
po��io� of this ca���act, th� �ont�a�tor ma� fi��
wit� th� E�gf�eer ���q��s� in writf�� €o� an
�7-7 {12}
equi�abl.� ad}us��n�nt a� th� pr�c� ar pr�ces
���cified in the contr��� ��l.�tfng �.o tY�� c�ntinued
p�rtion of �h� ¢ar��ract �t1�e p�rtior� �ao� ��rrni����t�
b�► the �o�ice of t�rmi.n����r�}� s��h eqt�i�a��e
aci ju�trn��t s� may be agr�ed upon s�a�.l be made ir�
�u�� prfc� o� p�eice�; r��thir�g �ontai�tec� he�`�in,
howe�ex ,�hall 1 imit th� rf gl�t o� �he Own�r ant� the
Cor�t����.or �o ag,��e upon the arna�nt or amo�nts ta
b� pai.d to t�e Cor��.ractar �or th� �or�pl.��ia� o� the
�c��tfn��� postion o€ t�� �or�tra�� �rhen said
co�t�act da�� not cort�ain ar� e��abYisi�ed cont�act
p�i�e �or �u��i �ontinuec� portio�.
Y!. NO L����ATI�� OF RI�HZ`S: I�othinc� contain�d i.n �his
��ctiar► s1a��� limi� o� a1��r the rfghts wt�i.ch �.�►�
Own�r ma�r k�a�a �or t��rrn�rration o€ �hi� con��rac�
und�r �7-7.�4 h�r�o� enti�l.�� *Su�per�s�or� of
Abar��onmen� of �h� w�r1c ar�c3 Amen�rn�nt of �ont�a��"
ar any o��xer righ� whict� Owr��r may �ave �o�` de�su3�
o� ��each af cor�t�rac� 3�� C�r�tracto�.
�7�7.17 �Af��T7L METH�D� Ari]D Pf�A�'T��E�: The Con��a���or �hal� �e
r�s�on�i��� �o� initia�i��gx �air,taini��, a�►d su�e��+i�i�tg a�l
s�f�t�► �r�cau��on� and �rog��ms in c�nn�ct�on wi.t� ��� wor�c at
a�� ��m�s and s�a�l assurr►� al� ��spar�si�flit�,es �oar �hexr
4 en�o�rc�ment.
r`
Th� �orrtr��tor s�al]. �omply with ��d����., stat�, and 1acs1
lac�s, �rdt�a�c�sr and rec�����xons �o a� to pro�ect� pe�c�ori and
�ro�e�r�� frorn in juryt i.ncl�xding death, ar damage i� cor�n��tion
vrit� the warlt.
�
.�
�
�7-7 {131
��RT C - GS���A� �ONDiTIO�S
C8-9 �iEAS[���C�Et�'� Ai�D PAYl+f�NT
���mY�i+1 L8-6 M£�SUR�MEi�'Y` AI�1� PA�M��]'F
�8-�8.� ��A�UR�M�i�T �F QU�N'�ITIE�: The d��.�rr�ina�fon a�
quar�titi�s of war�c p�r�o�m�� by tt�� �ontra�tor ar�d a�t�ori�ed
by th� Cor��aea�� �ocum�r�ts a�cce�tab�y c�rnpl�t�� under t�� terrns
of �he Con�.�act 1�o�umen�s �it�l� �e road� b� th� Engineer � bas�d
or� m�as��r�men�s z�ad� b�r �he Ez��in��r, Thes� measuremen�� wi3.�
b� �nade a��ordin� t� th� Uni�ed �t�t�s �tandarci M�asurem�nts
use� i.r� c�mmon �rac���e� and �ri11 �e t�,e actua� ler�gth, ar��,
solid cor���r,ts� number�, �nd �r��ght�a of tt�e rnateri��� and
i��rns �r�s�:���.ed.
�$-E. � ���'� �itICE�: When �n �h� Proposal a "C3nit �ri��'� i,s
��� �o��h f �h� ��id �Ur��� P�r��e" �h��l i.r�c�ude t�h� ��rnishir�g
�y �he �antra�tor of all �ab��r, �oo�s� xn�t�xfal�, rna�hin�r}��
egu�pment, applian��� anc3 app����n�r�ces nece�sary for tk��
c�rtstruction of and the �o��l�tion i.r� � manner �ccepta�l.e �o
t�t� �ngin���' o� all wo��€ �o be dpr�� urtde� th�se ��n��a�t
�o�urs�ents.
' Th� "�n�.t P�ei��" sh�l� irrc�ud� al� p�rmart�nt �nd �.�mp��ary
pa�oh.e�����t o� o�r��l��ad, �t�x�acet ar�c� und�r�round s�rt�c�t���sk
c�eanu�, �i.nx�hed, overh�at� expense, �or,d, ir��uranc�x �a��flt
f�est ro�ralr.i��� ���k due �o �he e�em�n�s �►n� other �auses�
c�e1�,�s, profi�.s� ir�juri�s# damages �Iafrns, tax�sx ar�d all
oth�r i�er�s r�at s���if��aXl�► mer���.on�d �hs� ma�r be r��uired to
�u11y con���r�,�� ea�h �tem o� �he raar� c�rnpl�te in p].a�e ax�c� �n
a sati��a�to�'�t �anditf�r� for operation.
C�-8.3 �UM� S[J#�: �h�n ir� t�e Pra�osa� a"L�tmp Surn" i� s�t
forthx �t�e sa�� "Lt�mp Surn" sh�ll represent th� tata� �ost �or
the ���tractor t� �urnis� �1] lab�r, tvals, �aterfals,
ma�hir�er�►, ec�ui�m�r,t, a�p��r���ar���s, and al1 s��sid��r�r wark
ne��asar�r �o� �rie �onstr�cti�r� and �a�p�etion o� a11 th� wo�k
to provi�e � cornp��te and �x�r�ctional ftem as �etai�ed iri t��
�p�cfal �on�ract� �oc�m�r�ts an�far �J��,ns.
C8�-8. � ���P� 01� �AYM��'�: "�he �on�r��tor shr�ll �e�e�ve and
accept the compensation� a� h�rein �rovide�, ir� �ull p�yment
for f��nishing a7.1 lab�r, tool�, mat�ria�s, ��x� ir��ident�l�
for p�rforrnin� a�l work contemp�atec3 �nd e�nb�����3 under �h���
�ont�a� t�oc�m�ntsx ��r ��l loss and �amag� arisinc� out o; ���
nature of �he work or from �?�� a��io� o� �1�� eler�ents ,�ar an�►
�nfo�ce�eer� def��ts or �bs�ructi�rts whfch �ay a�ri.s� or b�
enco�nterec� during th� �rosecut�.on oiE the +�ork at az�� time
�_
�8�8 I1�
befor� its ��nal ac����ance by ��e O��er, ����ept as provid�d
in par�g�ap� �5�5,��i far all risks of wh�t�v�� descri�t�on
��n������ with th� �rosecution o� th� work, for all expense
�n�ur�e� b� or in cons�q���ce af suspensio� �r ��s�ontfnu��ce
of s�ch ��ose�u�io� �f �h� �v���ng ope�ations �� h���in
�pe�ifi�d, o� a�� a�d �1Y irifring�me��� o� p���nts�
tra��mar�sr ca����gh�s, or oth�r �ega� r�serv��ions, a�� �or
�omp�etie�n� ��� �ork i� �� accegtabl� �a� n�� a��o�d��g to the
t�rms �� th� Contrac� bo�ume�t�.
��e �a���n� o� an� ��rr�nt or gartial estima�e p��or �o final
a�ceptan�e of th� work �� �he Ow��r s�a1Y �� no wa� �on�titut�
an ack�o���dg��n� o� ��� ���e��an�� o� �h� w�r�, ���er�a�s� or
equip�e�t, no� in �n� ��� ��e�ud��e o� �����t the oblig�tiona
of the �ontra�tor t� �e�airt �orre��f ���ew, or replac� at hfs
awn an� proper expense any d��e�ts or �mpcYf����o�s �n the
c���t��ct�o� or in the strength ar q�a�it� of tha �a��r�al
u�e� o� eq���ment o� machiner� fur�ished in or abou� ���
co���ru�t�o� o� ��e wor� u�der c�n�ra�t $nd it� appurtena���st
or an� da�ag� due or �����b�ted to suc� def�cts� �hi�h
def ec��{ i�perf�ction, or d�m�g� s���1 ���� be�n ��scov�r�d on
or before th� ffna3 �nsQe�ti�� and ��cept�n�� o� work or
du��ng ��� �ne ��a� �uaranty ��riad �f�er fin�� �c��p�����.
�h� Ow�e� �hall �e the sal� j��ge af s�c� ��f����,
irnperfe�tio�s, or d���g�, �nd th� Contractor sha�l be ��ab�e
t� th� �wner f�r fai�ure to cor�ect �he s�me as provi��d
h�r�in,
49"Q•� ti��'i1�4J.� ��l�rl�l�a� ri�J� ��iJ4��iS\.7�: ������� �J7� 1�� �,��
Sth day o� �a�� mon�h the �o�a��ac�or �hal� su��n�t tc� �h�
Enq�ne�r �, statem�nt �howit�g an e�t�,n�a�e o� ti�e �ra�u� of t�e
+a��l� c�on� c����ng t#�� ��cevio�s rnar�ti�t ox �at�rnat� �erfoc� unde�r
th� Co�trac� Do�umer�ts. Not ],��e� ���,n th� IOtY� day o� t�e
montit the Engine�r sh��,]� �t�tify �u�h e���.rnate, anc� if it i�
faur�d to be accegta�le ar�� �h� valu� of �rorl� per�orrne� �irrce
the �as� paitial payr��nt was ma�e exce�ds one k�ur�dx`ea� �o11ar� --
�$���.00} ir� amour��.� 90� o� such estimatec3 �u�n �f�,�. b� �a�id t�
�.h� �ontra���� if ��e �o�a1 co�xtract amount i� l,ess �k��n
�40�f0��, t�� 95� t�f su�F� �stirnat�d �um w��� �e p�id �o �h�
�ontractor if tt�e �otal ��nt�a�� �amour�� i,s $400�0�0 ar gr����r
withis� t�enty�fi�e {��� da�s ��te� �h� �egt�ia� �stirna�e period.
The �x�� �ri].�. Y�a�� �h� o��fon of p�repa�c�ng �stir�a�e� on �v�rms
fu�ni�h�� by the �i��►. '�h� par�ial est��at� may in��u8�
accepta��� nonp�rishabl� materia�a de�iv�r�d to the work wh�ch
are �o be in�o�pora��d into �he wo�rl� as a�e�rr�aner�t �art
ther��f, b�a� wh�ct� at th� th� ��m� �� the �s�ima�� k�a�r� �a�
b��n ir�st�,��.e�. �s�ac� �aym�n� wi�� be aYYowed on a�a��s �f
�5� o� the net i�x�rofc� va�l�e ttt�f�of, } T�e �ontrac�or shall
f�srnish the Engin��r such inforr�at�or� �,s he may r�q�est t� ai�
C8�8 (�)
hirn as a gu��� �n �h� xre�i�x�a�ion ar the prep��ation of
��rt�ax �st�rna��s.
�t �� u����s toad th�t t�e par�i�Y �stirn�te �r�m manth t� �ant�
wi11 b� a�proximate �nly, ��d all �a����� �o�thl� �sti����s
and �ay���t wi�l be su�jec� to correctx�� in ��� �stima�e
��n��re8 foli�wing t�e �isco��r� �f a� er�o� i� �n� pre�io�s
es�im���,and �uch es�xm�te shal� not{ i� �ny resge�tx b� ta���
a� �n adm�ssio� of th� Ow�e� of th� ��o��� o� w�rk 8�ri� or a�
it� �ual�ty o� auffx�zenc�, �r a� an a��ep�a�ce o� ��e wo��
da�e o� the reX�ase o� the �on���ctor of a�� of hi�
respoflsibi�itie� u��er �h� ��ntra�� Docum�nts.
T�e Cit� r���rv�s the right to ��thhold ��� ���rn�nt of a�y
m�nthl� estimate if the �ontra�tor. �ai�s �o p�rform the work
s��i�tl� �� ac�o�danc� with th� s�e�i�ication� �r provi�ions
o� t�is �a����et.
�8��.b ��T�HOLD��� �AYM���: Pa�me�t on ��� �stirnate o�
��timates may b� h�Id i� ab�yanc� �f �h� p�r�v���nc� of �he
conetru�tf�� o�erat�o�s is not �� a��o��a��� wf�h the
requir�men�s af th� �ontra�� Docum��ts.
�8-8.7 FI��� ACC�PTANC�: ���nev�� the fmp��vernen�s provided
r,.- far b� ��� ��n�raat Docu�en�s s�ail ha�e been compl�ted �nd
� ��1 r�q�ir�me��s of t�� ��ntr�c� D�cu�en�s shall-ha�� heen
fulfil��d on the �a�t o� ��e �a������or, �h� �ontractor shall
noti�y �he Eng�n�er i� wr�tfng ��at th� ��p�o��rnen�s a�e ���d�
�ox �h� ���al ��s�ect�a�. The E��ine�r s�al� �oL��y t�e
�pprop��ate offici�Y� af the �wner, w��1 �ithi� a��aso�abl�
t�me �ake such f���l i�spe�tion# a�d ff the wor� �s
satisfac�ory, �n an a�ce�tabl� c���i�i��, and ha� �een
�o�p�eted in ac���dance ��th th� ��rrn� of the Con��act
Uocum�nts and all �p�rov�d mo�fficat�o�� t�ereo�, the �ngine�r
w�11 i�x�iat� �h� �roc�ssfng o� th� fina� es��ma�� an�
���omrnend final ����p�a�c� of the pra���t and f�naX pay���t
th�refor as outline� in �8-B.� below.
��-S.� FINAL PAYM��T: ��ene�er aL1 �h� �m�rovemen�s p��vid�d
�o� �� th� �ontract Do��ment� a�d a11 app���ed mo�ificat�on�
t��reof sh�]1 hav� b��� �am��et�� and ali r�q���e����s of the
�ont�a�t Do�uments �ave bee� ful�flled �n the part of �he
����ra�tor, a�in�l estimat� s�owi�g the val�e of t�e �o�k
wi1� b� pr���r�d b� ��� Engineer as �oa� aa tri� �e�essary
��asurern��ts� �omputation�f and �h��ks c�n b� m�de.
A�� �ri�r
��b��ct �o
payme��.
�
est�rna�es ��o� wh��h �aym�nt h�s been �ad� ar�
ne��ssar� ��rre�t�o�� �r r���sion� in ��e final
C8-8 ��)
The �mo�nt o� the �i�a1 es�i��t�, l�s� p�ev���s paym��ts and
��� s�m that �a�� �ee� de�ucted o�r �etained un��� ��e
�r�v�sio�s of ��� Co��ract �o��rn�n�sr �il� be p�i� �o th�
�a��ractor w�thin �� da�s aft�r �i�a� ac�e�tan�� by �h� Owner
an a prope� r�so����on �� the �it� Cou�c�l� pro�i�ed th�
�arttract�r has f�r��shed to tri� pwner ����s�ac�o�y �vid��c� of
�a�m�n t as �o��aws: P��or to sub�is�zo� of �h� ��na� ��t��ate
for payment+ th� �o���actor ��a�l ������e an affi�a���, as
furn�she� by ��� �i��, ��rtif�in� t��t sll p�rsonst ��rms,
a�socfationsr co�pora��on�, or at�er �r�ani�ati�n� f�r�3�hfnq
l�bor and�or m��e�i�ls �av� been p�fd �� �u�2, ��$t �he w�q�
����� e�tablis�ed b� �h� �i�� ����ci� �� ��e �ity o� Fo��
�o��h �a� b��n pai�, an8 ���� th�r� are �o �ls��s p��di�� �o�
per�anal in�ury andfor pr�p���� d�ma�ea.
Th� acceptanc� by trie �ontr���o� o� th� iaat or f���� pa���nt
as �foresazd sh�l� ope�at� a� and sh��l re3ea�e t�e Ow��� from
a11 c]aims or lia�i�iti�� �n��r t�� �oatra�t fo� anything �on�
or �ux��s�ed or re�a�ing to �he war� under Con��a�t Do�urnents
o� an� ac� or ne��ect of s��d ��t� ��i�tiag to or co�ne����
wit� the �o�tract.
The ma���g af t�e �inal pa��en� b� t�e Owner s�a�I �ot reli���
the Contrac��r of ��� g�a���t�e� o� oth�r �eqafre��n�� o� th�
�ontract Docume��s �hi�� �p�ctfically �ont��u� �h�reafter.
�8-8.9 ADE�UA�Y o� DE����: �� i� un��rs�ood ��a� th� ow�e�
��li���s �t �as emp�o�ed com�e�en� �ng�ne�r� and desiqn�rs �o
p��p��e ��e �ant�act Docu��nt� and all m�di�icat�o�s o� t�e
appro��d �on�r�c� �ocu��nts. �t is, �here�or�{ a��eed that
the �wner �ha�l be ��spons�bl� �or th� ade�u�cy of its ow�
d�s�qn ��at�res, �uf���ie��� o� �h� Con�ract �o�u�en��, �h�
safet� o� the str�ctu�e� ��d t�� ��act�cabi���� of the
op�������s o� t�e co�p��t�d pr��e��� p�ovided �h� �o�tra�tor
��� ��rnplied wfth �h� req�ir�ment$ o� �he sai� �ontract
Documen�s, ��1 �pprov�� m�difi��tions ����eo�, and �dditi�ns
and �It���tion� ���r�to ��proved in writi�g �� the Own��. The
bur�e� o� proaf �f s��h co�gl�an�e sha�� �e �g�n t�e
Co���a���r t� show t�a� he h�s co�p��ed wi�h �he �ai�
re�uir��ents o� th� ��ntract D�cu�ent�, �pp�oved rn�dffic�txo�s
�her���, s�� a�1 appro�e� additio�� and al�e�atio�s ���r�to.
�8-9.1� �E�E�A� �UARA�TY: ��it��� �he �ina� �e�tifiC�te of
paym��t nor any gro���io� in �h� �o�tr��� �ocurn��ta nor
par��a� or en�ire o��upa�c� or u�e of t�� pr�mis�� �� the
�wn�r s�all co�stitu�� an �����tance o� �o�� no� do�� in
a�co��a��� ���h ��� �o�tra�t �o�����t� ar r��i��� the
C��tra��or of l��b��it� i� r�s�ect to a�� ���r�ss �a�ran�i�s
or respon���i�ity for ��u��� rnateria�� o� workmanshxp. ��e
C�n�r��t�� shall r�rn�dy a�y 3���c�s or da�ages �� the �o�� a�d
�8�8 i4}
�
pa�r for �n� ��ma�� �o oth�r work r�s+xl�i�xq th�refr�m wk��cin
sh2�11 �pp�a� wi�hin � per.�oc� �� on� �ear f�orn th��d��� �s
f is��l a�.c��tance a� the wo�el� ����ss a].�nger �
�p�c��ie� ���shali �tr of �l���p���� � of �the�amaunt �of �th�
bo�tl i� �h� arnou
�on�ra�t which�ov�l a t�3.ne.�Th� Q �e��w��� +�ive�r�o �ce�of
quar�,nty as a
obs�rv�� ���e�t� wxth reasor�ab�.e promp�ness.
�8-8.11 SLi�►BI��A�t�' W�R�� A�y �n� a17. �►�=o e���xsu�h�a�
g�+�e�ned b� docu��sttary ���the� Pians�t� the��enera�. �ontr��� .
c�rrdi�iot�s imposed �y
Do�ume�tts o�' th�se Speci�l. Co�trraviderlu�or inr th� P��po al� --
spe�i��c item �o� bid has b�� � ,.
sha�l b� cons�d���� �s a si��th���ric��bid��r� the�� op�s ].,��ar
wh��� s�►��1 ioe i�ncl�ded [�
�ach l�id i�.��. �ur�aeems�of�vr��k v��+icl���f ll�i� the�catec� ry
cleanup �re g�neral i
a� su}�s�d�ar�► v,r�rl�.
C8-B.1� �i�SCEI�Y�A��O� s t�id�EME��� ���P�ap�sa��to� e�t b�ish
al located ur�d�r var �ou -
�_,�� t�nit p��.ces f o� mia��llan�ou �h��� directe�� b�►� t�e� Er�q �.ne�r�
ma���i�Is sh2�X�. be us�c� ��t1.3'
� de��ndi�� ori fi���al�w��l�be��ad���ar�or�1�►�that��mount�of
�].acemen� o� rna�
m�t���al us�dr mea� ou� lac�m�n� o� m�,t��iz���st�a � l��i ir�
�ayment �or rni.s��llar�e i�
�c�ordar�c� w�.th the �en�r�l �ontrac� �'xa�urte�ts re�a�c�l�ss o€
tY�e ac�u�►� �,mo�n� u��d for �he project.
C�-8.13 RE�ORL� �O�Li�l�N'i�: �on�ra�tor �hall. �eeg +�n re��rd a
cop� o� al� spec�fi�atxvr��r Plans� ada�end�r m�di.fi�ati�.n��
shop �r��ings ar�� �a�ples a� tl�� sit�, in goo� o�ede�e and
ar�no�at�d �o ahow al]_ �hange� snad� du��r�g th� cons��uctiari
pro�e�s. �'hes� shal� �e delivered to Eng��e�� upot� comp7�ew�or� ^
o� tri� work.
�.�,
�8-8 ��1
����i�� ��
���������,���� ���� ������ ��
����
sr,c��rr�n� cA� :
�i�i}�[j�{:n���r�T����r Cc��l�i"['I�lVS '�'o P�RT C' � c.�r,��:��L C:���i�3iT�o�l�
A, ���.ne�a€
�I'licsr ����plcr�}c�Yta��� C��cEiiio�� a�en�l c?1` SLI�7�]IE�itl;3lt t�� �+c€�cra[ f;{}31C�i�117[1S of' lhe
�'c,��tract �t��i c��ficr �rr��vfs�c�ns r�1't1�e �t��tra�� �}c�t���«���tt� as ijYcii���tc�i I>�fc�w, i�rc�vi�ic�ns
whi�l� 2�r� �7c�t �tx ae�z�ndccl c��` ��i���1e�r�et�tecl rciiiai�i i�i full Ei�rc� ��n�i �i'rer:�_
B. C..�-3,7 B�}1�iT)�= P���� C'3-3 (�}. the �aragraph �f'ter �L�}��:�rrt�?f:tph d, C'hnn�� tl�e
par��ra��i lo read a� lallnw�:
..�1�� sur�tr�s ���il� l3c acc�p��d b� tl�� owncr �vhic�r r�a-e at �h� tim� in cict�tr�t or dclit�que�1�
oii ����� b�>a�ck� r�a� �+��a�ich ��r� ililCl`esler� �F� �n}+ iti�i��13��� ��,������ kl�t' ����.�ti��, .�1� bc,r�cis ��ta�l
bc mac��. c�rt �lie t�f�ts [i�rr�islleci hy tl��: f.���+��cr �iid tlte surek}• sE��l] bc �c:��:p�ahl� tn t��c
{a��-n�:r, In ardcr I'�3• a surety i�� 93e a�cepl�hl�; �� tf3e C`i�}�. �1 � Lhc nan�e af iF�e sur�ty �1��11
C}L ]C1�.fLE[.E�'� �?1 1�1L cur��c�� U,�, '1're��tin�}• Lis! cx�' �ccep�ahlc ���rctics �CirctRlar �7(��, c3r
��� L�� S�9ftI�` Tl�Ll4t �1d��L' CA�?IL�i and 5U!'�IL1S �{�Lkil� �[i ten �im�s lllt �S�lOLl17l �f ��1� �OII{�,
The �ur�tv m���t l}c 1icc�3s�+i tn bu�incss it� thc ��at�; c�l' �'cxa�. �i�� rt�nnurt# oi' tlic b��nd
�k�ali nn� excc,�e� tlle �m��u�tt �I�<krvn t�jY �1��: '��'re�stkr}• fis� c��• ��n�-1���th ( t{ E U) c�l� �f�t tota�
ca�itz] unsi ���r��l��. II'r�ir�����'11iCL' iS i'C��UII'Ll�. �f�e coi-��any �ti��ili�� �k» re€��stirance iY��Es#
k�e ��Gtlzori�ed. ac�re�iitecl r�r �ru�E�:ed ��x �u bustness in '�'exa�...
C. C:8�8.5 �'z�r�-ri�� L�'1�1[�f� 1�;S r�►�f) RI:T�I�].��C��.: C'agc ��-� (?�, 5�7411�i� �� c��I�^fE[� 117
1[:i irillPs:tV �lii� 1`C�]��C�C� W1IIti Ij�C ����Cl�Vkl7�,
P��t�al p�y �s�i��ates slt�ll b�: s���irri�tec� by� tl�e �o���rmct��r c�r �rcpa��cE by �li� C'i�y oi� 1E3�
��h ci:My ar�d ?��ih �ia}� ��t��.a�:h rtt�rtill� tl�at Cfte w�rk is �n �Tc��;3•���. The� esti�i�atc sl�al� be
pro�;�ec���i hy tl�� City cr�t tli�: ll]�h day �t�� ?Sth �1ay eespec����ely, F.��i��iates wifl bc paid
v,�iSl�i�� �� �t�y� F{>Ilc��'�T�k�; C�tL". t'11L� {.i��t�1C C5t3E7idI� ��['1�[�, le�s t��e {�pprc��ria�� rctaii���c m�
sct c3�Gz �els,���, Parti�l �+a�� esE�ntati:s t��rt�+ inrlL�cie accep�a�le �ic�n�xerislta�,ic lTi�it.]']��S
deli�fered [o Ih� wnrk �I�c� �vh3cl� ��rc �� bc irticoe�a�:�teci rna�s �l�e ���c}r� �s� a ���j�����tt�.�rL
�n il�ere��f. h��� ��h�c�, ��l li�� �ir���x �I�the �ay �sEi����t� �i�i1�� T3i�1 l�e�Tl Si} I��t{�1le��_ ii`sucfi
�t�ateria�s are it�c���d�d wilFrin ��a}� r:�tim��c, pa����cnt s�all be i�ased up�m �5°�o c�I`titi� ri�:l
vo�re ualu� s1�ere�F. T�re Cor�#r�ctc,r vuill .�-ur��asii tiyc L'n�i��ecr sti�cE� i�7forniatit�ati �,,� ��,� he
r�as�nah�y rcquested to ai�i in tlie ���rit�ca#i�+n c�r ��c �r�.x}�a����3c�n o�`tFie pa�� e�timate_
����t cor7iracis o�' 1��� �l�an ��C�O,�(}0 a� t��� ti��tic oF executic���, rel�ina�e �l�a�l he ��n �cr
��ttE �lt}"�a}, f�or corrtracts ��f ��4C}(i,�(}0 ck]- �ri�)rC �� ti'I� tltll� O� �}C�CU#1C�I1, ret�ir�a�e �hakl
i3e ti�� ��rc�nt {�°lo).
C`u�3�r�ctor shall �a� s�ibc�r3�tr:,c��>r� i�� �iccor� witk� ��7c subcoi�#ract agi�:�m�z�E �vil�in #iv�
(5) ht�sirtess d�ys ii�i�3' l'cGt'.I�k �j+ C*C1�7iCi1G��1� t1�' ��rt� [}�k�l't1C'17l I?�' �.It�, C��ltitl':iC�C11'�ti I�,i14�re
ro iz�aE�e tl�� ��c��i�•eri �x�tynYc���s to s���c�i�tractvr� v��i�l �u�l�c�ri�� tk�� C:it}� t� witltliald
t��tt�re payme�tts frc��n ki�e Cot�tr�c�or u�til comp�i�r�ce ��iih t�Yi� p�ragr��a�ti �s
acct�n��l isktied,
Et IS �kt7�Cl'StOOd t�l�# #�l� �7drii�ll j7a� ��41tri�t[�s ��+11j I]C ��}�}�'Q?[iT11�1#� Ori�}�, t�r�d a31 p���`li�l �a,y
e�lii��r�te� at�c� �rayrizert� of sa�z�e will ��e �ub�ecl !c� �:c�,-r�.xctic�ri i� �1�� escin�ate re���Et;3•e�l
fotl�u�i���x ti�e �i�cckvcr�' �3t` tiYe rnistake in �ny previn��s e��im�#e, P�rti�l �ayt�icrY� b}r
���-ise�i P�, l
t� 111 ���0
C]4vner fnr �l��e arr��]un! o�' �vork dc�ne rsr c�fit� c�t�ality ar s��i'fici�:�t�y �r titcccpt��t�cc ik!-t�t�
+��c��•G: c���r�w; sl��l� «r�i r�E�}ase th� C'c�nla�actor ��' �r�y c�f' its �e��oitsik�i�iti�� t�nder I�e
C:�ntrac:� Uocur��ents.
�l�ltic C'ity� �'e�r�v�s rh� ri�f�� to L4'kl�l�l[)��� �f�� �ay�i�t�[ ��" �n�� p�rtial c�Eia��at� il' tJlc
�'c,�r��ractor FaiEs to perii�rri�� �hi: wC�f�{ 111 S�C'kCL ac:C{51'C��]i�C� �V'3C�t [ill.` 5�5CClil[;:11]{}��S Ol' �7[il�`I'
p�-c�vis�v��s oF ���is �on�r���E,
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PV�+S�-�6���0 � 75�Q0
Fil� No_ J{�����i
C��502�1���4D��5
D-'I �IWARD �F ��iVTf�#�T
�'I�e �E�� r�s�rv�s E�� ri�hi ta �ba�d�n witho�t o�l����it�n t� the con�r�ctor, �n}� �ar€ o� �he pra�e�t,
t�t t�� �nti�� proj�ct, al any �ime beFore the t�or�kr�[:i�r b�g�n� a�y cor�skr��tior� work �ukhora��d b�
lh� �€t�, Award, if rraa�e, sh�lE k�� �o Ih� lowc��t respor�sibl� �i�de�.
The fo3howing 517�11 ���ly f�r co�tracl documer�ts witl� rr�ulli�Ee uni�� o# ►+��rk, Ea�h ur�it repr�ser�ts a
s���r�#� pr����t, �ac� w�th a�� i�divid�al P,��1+V�� �p��Rf�c�iEon 2�r�d proposal seciion_ The prc�p�s�l
s�ctior�� �re arrar���d �o a�low pros�e��iv2 bidde�� tp �ubmik bid� �� o�� u�it. sorr�e �f th� unik�, �r
ail of #�� units, Award af contr�ct���. Gf rri��1�. shall brt� to t�re lowes� r�sp�r�srble ��dtk�r ��r ��ci�
ir�d€vidual u�lt. l� ���nlra�E�r i� #he I��,�+ ��dd�r or� kwo unils ar more, a sir�g�e set o� contr�ct
dacumerris cor�ssski�g �f �II a��13���1� �n�ls will �e crea#ed and t�ne singl� �ward of �onlra�! s�all
�e rrx�de. The �c�R�tractc�r sl��IG ���nply v�il� ��re �ily's 4V��W8� �r�ir�anc� a� ��c� �,nit. Bidd�rs
s#t�ll submi# in�ivrd�aC and s�para#� rnoe�#hly �I+tNVE�C rep�r#s ��r e��k� Uriil �n�luded in th� �onkracl,
��r�s#fucla�� !€m� �r� all unGls wi11 r�n ct�nc�rr�ni��_ �or sii�afions wnv�lvir�g ap�rove�f conlr��ls wil�i
multipl� unils, �h� t�l�R �Ilaw�#�E� consEru�Ei�r� ca�ple�Ror� tirne pe�i�d for ail Ihe ur�i�� s#��II b� i#�e
same 2�s t�� unit wit� #�� I�ngesl �onstrt�ction time peri�cC.
D-� �UBN�l��I��1 �F �Dh�TFtA�T D��UMENT�, ��1�t�TF�I��TI�N �YAE�T TIN1E AND PRE-
�Oh1�T�l�CTIDN �UBMIT�`A��
The corrtr��#or{s) shall e�cec�te and relurr� #I�e c:�r�lr��k do��m�n�s �a the De�a�kmen� of
�r�gin�ering wi�hir� f�r� {'EOj workckr�� d�ys �fte� n�tificatian b�+the ��ty.
A� Pre��ori�kr�ctaan meeE�n� ��t� w�ll �� �s��bl�shed and r�o#ed in Ih� ��tkef #c� ��nir��kar. The
ei�eckFv� wc�r1� �rd�r date wi�f �e s�t al ih� pre�cons#ructiorr conferer�ce.
TF�e c��t���tor(s� sF�a�l be r�quired to start �anslruc[ion �r� #he pr��ecf n� t�#er lh�� t�n (���
�aC��dar working days �i�l�� �h� pre-co�skr���ion meat�ng �€al�. ��Ces� a dl�ferer�t date i�
estebl�sE�ed in a iJolic� to I�roc��d. The �Ity sh�ll b�gFn t� c#�a��e time �n #h� ptoj�cl lo the
con�ractof �leven d��s aftet the p��-cor��truct�an m��trrtg dale. �r�l��s � diff�r�nt date is
est2�k�IRsh�d in a�lotic� to Prace�d,
��� �t#y or�iirra�ce �347'�, a� arrker�d�d b� Ordi�an�� �+i�. '1��84, �he car�lraclo�(�� �h�ll �ubrr�it ih�
l��t�rs of inte�7! �r � r.op� of 1l�� �gr�em�nts wi�i� �e�t�fi�d k1+11V�d$� �ub�on��a�tor{s} at ar b�fo�s !h�
�re-c�ns#r�cl��� �on�eren��_ T� expe�ate NJ�1N8� �om�li�n�� �onl�aclors �ra slrongi�r �ncouF��ed
��+�� t ��-3
P,�I�T � - �PE�IAL ��NDITI�N�
ko s�bm[t lh� exe�u��d I��t�rs af int�r�f �wi�h ArIJ1N8� s�bc�nlractors} al lhe iime o� st�brnii#al �f ihv
UTI�I�A�71C�kV ����+1 or �OOD F►41TH EFF�I�� ��I��li, The letter(s) m�st be signad by ��th
p�rtics. Cf lh� contracEor�s} falls C� submit th� Eetter{�} �r �g���rrM�r���s�. Ih� cort�raclor��� will r�al be
a1f�w�d to b��an +�v�rk, "Cim� oi� 1��� �r�ject will s�art to �.�cumul�Ee �! kh� �n�d �� lhe t�� {'I�) da�rs
a� sti�ulate� �5ov�.
1•Iddiliorr�l �ubr�i#t�ls at t�mc �f pfi�4�ons�rt��lion me�ting sl�all incl�de (bu# nat limited to):
�onkr��k�rs Work Plan and ��heduls
C3is��sal �it� f�r 1N�sle �+A�leri�l InForrrrat�on
�ub-�antr�ct�r ld�nlificati�r�
1`eer�ch �afety Design (if r�quir�d}
�or}[rne�i �pa�� �r�try !'rograrn
�lam� and ��umb�r �€ � re�pons�t�Ce pe�son for of� #�ou� �rn�rg���i��
P�o���� �cE�edul� wfiic�r �t�usl r��l�ck � prt���c� c�mple�ion date to b� d�t�rmined by tM�
��rn�l�#i�n k��e p��iad st�pulated in tha �rqp�s�l ��ction.
�`he pr��•constru�ilon �ar�f�r�nc� i� in#�n�pd as a ft�r�m be#ween lhe �onlrac�or ae�d lhe
�ppro�r�i�te �I��+ s�aff lo go ove� !h� �roje�� rn d��a�� �nd t� ��fc�rd th� ��nirac�toe kE�e o��arkunity #o
submit ��I CE�e: r�quir�d dc��4rr��n#� I��#�cf a�av�,
li Cf��� c.�r7tra�k�r faiks to submil any of lhc requi���d d��.urr�ert��, #t�� contractor will nol be �llowe� #�
b�gin +nr�rk; #�taw�v�r ���tlrac� kirr�e s�all b�girr �� s#�p���i�d i� th�s p2�r�gr2��xl�,
D� C€NE�tAI,
The ❑r��r or pre�����ce in cas� of c,�r�f�rcts or discre��n�i�s k��lwe�n uari�us p�rl� o� khe
Con�ract f��cum�n#s subjecE t� lh� �u]ing o� �h� EngGn��r shaH ��n�r�lly. b�rl r�ol n��essari�}�. follow
�he c��idelin�� list�d b�low;
1, �I�ns
�_ ��ntr�r,t �o�ur�ents
3. �pectal �o�di[i�r1s
7'h� fc�ll�wing ��e�ial �onditEor�s shall �� applicabl� icx la�i� p�j��l �nd shall gove�n �ve� ar�y
c�r�fl�cls �+iEh lh� �er��r�l C�r�R�a�:t Doc�rr�en�s �ndcr the �rov�si�r�s s#a��d �bc�v�. "f`k�� �t�rx�ra�lor
sh�Jl be r�spansible for def�c:ts In tftias pr�j�ci d�e Eo fa�lty m�t�riars and workmansl7�p, ar holh, far
� p�ri€��# �C �r�e �1} �ear irorrr dale of tinal a���pi�nce �f tk�is proje�l by the C;ily of �ork UVorth ar�d
vrilf �� r��uir�d t� �pla�e ai ��s exper�s� an� part or all of lhrs pr����l whi�� becom�s d�fective
due ta tt��se causes_
�ub��c[ t� madFf�c�iRa�s �s h�r�in �on��in�d, ti�� For! Wartl� Wa��r I����rtm��t'� �errerai �ontract
D�c�m�nts an� �erterar �pecifi�atiar�s, �rith latcst r�vis��ns, ar� m�de � p�ti �� #he �e���`�I
�on#fact Do��rr��nt� Ior ti�is proje�#. 7i�e �tans, tl�ese �peciaf �ontra�t Docum�r�t� �nd the rufe�,
regulat�ons, requir�r���nts, inslru�tiar�s. dr�wat7gs �r tie�ails �efe�red Ca b� �an���cl�r�rs n�m�, o�
�t��nlifica�ic�n incl��e lh�rs�n �s ���ci�ying, reF�rr�ng t�r i�'np��ang �r�duc� cofltrol, peifo�m�r�c�,
q��lit�r. or alh�r sh�ll be �Fnding up�n ��r� c��tract�e_ ��t� sp����ic�tions ��d dr�w�ngs shaA be
c�ns��l�re� ��op��a#ivo; th���fore, wa�k o� ma#�rial �all�d fpr l�y+ �n� a�t� ��f s��wn br �rM�n#ioned
in �he oth�r s�al� be ����rrx�Ei�h�ca car f�rni�h�d ir� a fall�ful rr�ann�f as th��gh r�a�uired by �II.
�1ny �c�r�tr2�c:k€�r perf�fm�ng �ny wrork a�r Fa�# W�i-E� wat�r or sa�k#�ry sewer f��ilr#ie� mu�! be �re-
qu�lifie� with ih� 1���er �lep�rtment to �erfonn su�h woric in ac�ord�n� witi� pr�c�d�res
��r��r�� S�-4 — —
��1�� � - ����i��1� �+���������
��s�rlb�d �r� lh� ��r��n� Far� Vd�rtt� 1�lai�� D��ar��r��r�i �qr�oraG �p�cifi�a�i�ns. w�G�l� gen�ral
s��ci�i�afi�ns s�all gr�verr� p�rforrxranc� �f a�l suc1� work.
This coa�irsc� and praje�i, where �pp�i��f�1e. ��� ��s� be govern�d �y lh� lwc� tollow+ng p�blished
s�eci�icalior�s, except a� rnodi�i�d b�r #h�se �pe�:ial F'ro�isio�s;
1. �T�f��InlF�� ����a�l�ATI0�1� F�� �TREET A�D �TORh+i D�AIiV �D�I�TRU�TI��i -
�ITIf �F �bF��` V�ORTW
�, �fi��v���� ����M�k�A�`G�f�� Fo� ����r� v����C� �Oh��TRU�riO� - �o�TH
�Ef�Ti�AL T�X�1�
An� conflict bet+r���n lne�� cor�Cr�c� d�cur���r�#s and t�� abavo � publlcatGons s�ra1C f�� r��o�ve�i in
f��+or pf if��s� �or��rac# �oc��ents.
A capy �� ei#�ter b# �#�e�� ����i�i��E�c�ns rn�y he p�r�h�s�� a# ih� ❑ffice of thc� Tr�r�s�orEaiion a�d
�ublic Works brr�c�or, ��0{� Thra�C�n�ortan ��r�et. �nd �la�F, Niunic��al L���ildkr�g. Fo�t 1N�rt�, �ex�s
�6�02_ 1"h� s�eci�ic�ti�r�s �ppl�cable tb e2�c�h pa� ilem �f� lr�di��#ed b}r kh� �2�11-�ut i�r tk�� ��y �tei�r
hy Ihe designer, Jf nol ��ow�, Ih�n �ppli�;�ble �uhlis���E ����ifical�ons ir� e�th�r of lhese
do��mer�t� �ay 1�� f�tl�wc�tl �rt Ek�e cfis�r�xion �f ti�e �or�tractof. ��n�r�l Pr�visio�rs s��i� b� #�ose
o� ti�� F�� +Nc�rll� docun�e��[ r�ther th�n Div�sion 1 af th� �larth� �ent�ai Texas docu�nen#.
�IdtJers sF��ll not �epar�te, �e�a�E� ar re�nove any port�or�, segmen� or sheets fr�m the
contract doc�iment at arry tim�. ��il�r� to bid or fuil�r ��c���t� c�rrt�rac# wit�n�ut r�t�in�n�
cor�tr��t do�uments intact may be �rounds �or designatir�g �ids as "non�t'�9�70�1Si1+�" �nt�
rejecE�n� bids or vo#��r�g �on��act �s �i�prop�'��#� 2�s c�et�rmir�ed by #he �ity� �n�ineer.
CM1��CRPF2�TATi��1 AJ�Ji� �f�E��RA�TI��I �F l�F��P��A�,:
A�. �1�L111��1' �� Pf��i'O�AL: �l� p�op��al will �e car�side��� unless It is d��i�+�retl,
ac�ornpani�d b� ils �r���r B�d ���ueit}�, to !he Purch�sRng h+�aG�a��r �r h�� represen��tiv� �# th�
off���al Eocati�n �r�d stat�ci tirne �e� fo�kk� in the "I�o�ic� #o F�icider�"_ II is lh� Bi��er'� sak�
responsib�Ci�y �o deliv�r E�e pr���s�l �t lh� pr���r #im� t� th� pEoper pl�c�_ Th� �ner� fact that
a pa'op�s�a w�s dispalched wR�l n�l b� c�nsir��r�d_ Th� Bi�d�rs musi have lhe pro��sal ackuall�r
�#elivered, ���h p���p�s�� shall b� i�r a seaCed enveEape plaar��y rrraric�t! wl�h IE�� word
"PR�PO�A�", and lh� narne or d�scri�E��n �f ihe �eoj��l �s d�sign���d in the "lVoftc� to
Bid��rs"_ Th� �r�velope s�a�l be �ddres�et� to #�e Pu�c��a�ir+� N1a�r�ger, �iEy o# Fo�t Worth
i�ur�has�r�g Divis�ori, �� ��x �7Q��, F�rt 1�+orlh�. T�xas ��10�.
B, WITHD#�A1NIfV� P��PO�AL�: Prop��als �ctu�lly fil�d wr#h l#�e P,�rchasfr�� h�an�g�r c��r��t
be wi�hdrav+�n prio� t� t�e tifne s�� f�r op�n�r�g p����s�l�, �1 requ�st for na�4c�r�si��rairon �of �
pfopasal r�u�i �e ma�� i� wri#ir�g, �ddr�ss�d #o th� ��t}� f1�ar�age�. and fflod with him priar to #�e
lir�� s�t f�� !�e op��inc� of pr�pps�ls. A�refi all proposa�s r�a� re�uesked �or nonmc[�r�si[�er2�li�n
are oper�e� and p�bli�ly read aEoud, th� proposals fof wi�ich r�on�c�nsider��i�r� r�q���ls I�ave
b��n prop�rly fi�ed may, at �ho optian �f the �+�rr�er, �e r�turnet� �r���e��d,
�. T�L��R�1P�-il� iI��DI�I�AtI�CV ��' P�OW�����= An� bidder fnay rr�odify �is ��opasal by
k�Meg�aph�c �comrnu�ic�Ei�n �E �r+y tir��� pri�r �o i�� Ci�ne s�t �or ap�nRr�g �eop�saEs, provided
s�cl� t�l�gr��}�ic rcxmn�un����`rorr ws r��eiv�d by the P�rchasir�g E1+t�r�ag�� �riof� �o th� sa�d
pro��s�l o�er��n� t�m�, �nd prov��ed fur#�ter. �hat t#�� �iEy i1+la�ag�r Fs ��ki�f€e�i lrtiat �+�vrRtl�r�
and d�ly authent�cated �ortfirr���i{�� �f ��ch te1��r�phic coinir��r�i�atior� ov�e th� signature �f
�he bidder w2t� r�tail�d pr��r to ��r� p�oposa] o�ening ti�ne. If such oo�firretati�n ks not rec�ived
o��wr�r 5��5
PAI�T D - ��'��I��. ��EVI���"I���
�r'r#h�ir�� i�r��+��ight (�9} h��rs aft�r lh� pra�osal o�enin� �r��, r�o �urkh�� c�nsid�ration wili b�
give� t� trx� �ropos�i.
�-4 OMIT
�-5 PR�J��T DE�i�h1�4Tf�l�
�a�s#ru�ilc�r� under �#�ese ��e�EaG Do�ur�$nEs �h��l b� pe��o�m�d ur�der 4h� Pr��ecl [�esi�n�tiorr:
P�o�s�# �l�, P�4�-Oi04�64 i 0��0
D-G EQUAL �M�L�YI�I�N�' �R011��I�hl�
��r�lr��tc�r sh�ll �mpl� with �Ity Oedlr��n�e hlurn�er 7278 �s am��rd�d b�r �ity Ord�nanc� Numbe�
740{7 �For't UVortl� �rCy �:�d� ���tions ��-�1-�� tl7r�u�h 1���R��} prohibitir�� dascrw�nir�ati�n ir�
�mpl��mer�t practic�s.
The �ontract�r sl��ll #�ost 1f7� ret�uir�d n�#lr�e lc� khai eifecl ��t the praje�k ��te, anc! al hi, req��sl,
will be pro�+id�d assf�#an�� by th� �i�y of �ori UVort�`s ��u�l �mpi�ymenl �fiic�r wfl� wi�l r�fe� �ny
q��aifi�� �p�lic�nt �� m�� 3��v� on file in his offi�e to lhe �ontraclor. Ap�roprial� not�ces r�ay ��
acquir�d from th� Equ�l Employmenk {7f�ac�r,
D-7 PRE-�ON�TRUCTl�I� ��IV��I��hl��
Bc�fo�� t�e prc�j��t work order i� is�ued, a pre����structian cor�f�renc� shafl be h���# wikl�
re�r�sentativ�s a� tf�� fpt��wir�g �g���i�� pr�sent: �ity �ngineerirtig D��artmer�t. �it� 1N2�#�r
Qe��rkrr�ent, �i€y Public W�r�Cs D�p�rtrr3enl, qfk�er ir3te��st��i �ii� p�p�rtr���its (���c:1� 2�� 7r�fficj,
I�tk�r�sl�d uk�llt]r co�x�{�anies {su�3� �s gas, I�lepho���, ae�d �I���ric}, �}��ign ��•�c}�n��� �nd tF��
��cc���ful Cor�#r�cEc�r. [���kraciar sE�al� s�L�mi# a sc�re�dule of o��ratior�s at t�e pr�-c��s�r�cii��
�onf�renc�,
D,8 ���R�II�ATI�N M���li+l�5
�or c:�ord�r��#�on �urp�se�, weekly rne�lin�s al lh� �ob sit� �r�a�r b� eequirsd t� rr�ainta�rr ih� �rojec�
on Eh� d�sir�d sc:h��d���, l`h� Contractar s�all I�e present at �II meetir�gs.
D-9 OM�T
��'�� �I�EA�DOWN OF BID PROPO��IL
+Nhen reques�e� �y lh� �r��in��r, lh� �onifacior sh�ll lurnish � cos� brc��kdawrr �f lt�o�e �id ri�ms
��f�wri in l�a� Prc��o��l �� lump sum I#�r��. T�i� �n�arm�tlon Es ��f us� in Chc� pr�pa��tl�n af �
r�cammer7d�tion io lhe �i��r f�r �ward �f c��tr�ct,
D-1'! PRO,l��7` �L��41� UP
Th�: ��ntr��l�r sktall �e aware tk�a# Ec��p�rr� the proj�ct �I�� in a r�[��# an�i �r��rl�r ��nditi�� �s
�nsGde�'�d 2�r� inte�r2�E p�rl af Ih� con#fact�� work a�� as such s#�all �� ��r�siderad subsi�iary io
t�e �p�ro�raalc� bi�i ik�rn�, �I�arr up work shall he done as directed b� #�� Engi�r�ae a� th� wo�lt
progr�sses ar as n��ded. tf, in l#�e opGr�ic�n �f the �ngin�er i! is nec��sary, clear� u� ��r��� �� d�n�
or� a da�ly b�sis. �I�ar� up wo�k sh�ll in�lu��, bul n�l �e lirni#ed #o:
1, �w���ing t�r� �t�e�l r,��a� af di�# or ckebrFs
�, �taring c�x��ss rr��t�ria� i� �ppr�p�iata and �rg�nf�ed rn�r�ner
�, I{eeping �r�sl� of �ny kind �ff ofi r�sid�ntFS �f0�0[��
a�a�a� ��-�O
I���T C� - �P��I�L ��h1D�TI��V�
Each da� as w�rl� prog�esses, ��rr�racior s�all store rrt�l�rials and cl�an u� ihe woric sit� sa as to
mRni�rt�z� �nlerfiupkEon af lk�e �se ar�d enjo�rrr���l af �ri�r��� pra�erty+. Ad�Jii��a�ly. as wark is
��mpl�xed �e� any particul�r pr�vale property. Ih� �orr�rac�or sh�ll resE�r� t�a! �ro�erly l� tl��
c�nditi�n 1k uvas in pri�r �o the w�rk, �s well a� fnake !h� rtec�ssary �epair ar e��lac�ment of �r��
damag�_
1f th� �n�ir�e�r da�s n�t �eel kh�l lh� �o�si#� �as �nc� kept in �� orderly c�ndit'rar�, ar+ t�� n��ct
�stimale ��ym��t ����1 �N s�k�seq��ni ��y�r►�nts ur�tiG corrr�let�d) lh� a�prc��ri�t� �id �E�m�s) will b�
reduced by 25�'f�.
D-'I� �Oh1TRA�TQF� �Di4�PLIAN�E W�TW WOFt�C�€�'� COiw�PE��ATI��I LAW
l0., I�ef�r�ilior��:
�. ��rEtficaCio€� of cov�rage ("�ert�ficale"). A co�y of a ce�#ific�tc� of i�rsuran��, a c�rii�Rcate �f
�a�th�riip t� sel#-ir�sur� �ssu�d by �he cornmissro�. or a c�v�rag� ��re�r���l ���JU��-8'l ,
TW��-82, TVV��-��. or 'I`1N��484�, shawin� �latu#ory w�ricers" c�rrtp�nsa#aon insuran�e
cov�ra�e f�r #��e persor�'s or er�tity's �rnp���o�s pravEdEng services on a pr�jc�ct, for t�ra
�urat�on of Eh� pfoje�t_
�. I�urak�o� �i kh� �raje�� - Inc:��de� lh� t{rne frar� �h� b��ir�n���� o� kl�e wor� �n #he pr�je�t ur�til
khe �a��tra�#�r's{p�rson`s wor� or� #�� pfoj�c� fi�as b��r� ��mple#�d and a����ted b� lt��
��averr�nzee�tal entity_
�. f'ers�ns providir�g s�rv�ces or� �#�e proj��# ("subcanCr�c#or" In ����.b�6}- kn�1��d�� al!
��rsons �r �ntl�i�s ��rf��rr�irrg all or par� �f lhe s�rvi��� th� cont�a�tc�r has under�aker� ta
p�rfor�'n or� th� proj��t. ��gar�less of wheth�r lF��t p�rson ��n��a�t�d dkr��tky with the
cor�tracior and rega�dl�ss of �+h�t�r�r !ha# persar� h�s er�plo�+��s_ This inc�ud�s� v�rit�out
lirrtitati�n, irtd�pen�ent contra�toes, sWbcon�rac#ors, leasin� cam}�a�€es, r�r�t�r carrle�s,
owner a��ralors, employees af any su�h e�tity, or e�rrp��y�es of s�ay entlt�r wf�i�� �urnR�i��s
per�on5 �c� provld� servtces �n IF�e prOje�t, "S�rvkces" It�cE��e, w�lh�ul la�nitakion. pr�vidi�tg,
r���lin�, or �e�ir,erin� equiprr�ent nr rr�ateriais, Or pro�+IC�lr�g 18bOf, t�an��or�a�i�n, o� other
sen+l��s refate� t� � proj�ck, ����rvic��" d��s �at i�rc�ud� activit'res unr�lated �o �h� proj�cr,
�u�h �s f���41b��+cr�go +r�r�do�s, �ffic� sup��y de�iv�ries. an� �et�v�ry o� �arta�E� toil�ts.
B, The �or�tractcar sl���f provid� cav�ra�s. base� a� �roper r�pc�rkR�1g �� �I�sSifG��i'tol� ��de� ��1d
p�yrc�ll �r�rounts �nd filit�g o[ �n� c�+r��ags agre�menis�, whi�h rneets €k�e stalut�ry
r��uir�me�7ls of Tsx�s La�ar �ode, ��ct��n �D� _0'k � �4�} �� all �mploy���s o� lhe ��ntra���r
providir�� s�rvlces o�r the pra�ect, for the duraki�n of �he proj�ct,
�, 7�t� �onlr�ctar rrtust pro��d� a c��-EMf't�at� o� co+r�r��e to t17� �o�+ernm�ntai �ntit}� prior to laetng
av����ied l�e con�r��t_
D, If th� cover��e p�riod s�ow�r on kk�� c�r�lr�ckor's curre�t cerli�ic�l� of c�Yer�ge �hds durir�g the
d�ratiorr of the �eaject. ��he contra�lar musl, pri�r k� lh� end of t�� ��var�g� peri�d. file ���tn+
r��ki[i�a4e c�f �ov�ra�� wi#h th� go��rr�rr�en#a! �ntit� sh�wwn� tha# covera�ge ���s b��� ��c#�nded.
�_ T�t� �pntr��l�r s�a31 �btair� fr�m each p�eson pr�vlding ssrv�ce� on a pr�j��#, a�d prpvi�� th�
govemm�n�al �nti�y;
�. !� c�rlifica[e af cov�ra�e. prior !o t��al p�rso�ti t��ginr�ir�c� v�or#c on �t�e projeci. so khe
��v��nrr�oni�k �ntiEy w�11 hra�+s �� file certi�icat�� of c�vera�� shax�ing cov�r$�e f�r ail
�ersans prav�dt�rg �ervice� an th� project; arrd
o,�a��r- - S�-7
�'�F�� D - �F'E�IAL ��1�1DiTI�IV�
�. [Vo ��t�r than se��� �la�s �fler r���kpl by Ehe c��rlracl�r, a new cerli�cat� �� ���er�ge
sh�wfn� exlerrsi�n �f c�v�rage, i� ��� �ove��t�e p�ri�d shown or� IIti� c�r�er�! certi�icate a�
�ov�r�ge er�ds during i�r� ��ralRon o� th� �roj��C,
�. Ti�� �ont�'�c�c�r sl�aal r�t�in all required c��kific.�t�s of caverag� far th� du�ati�n �� th� proj��t
a�d for ar�e ��ar €t��r���t�r_
�. The c�ntra���� sk��El n�tify lh� go�+ernrr��nl2�l �nlity in wrl�ing #�y �er�i�ied mall �e p�rsona�
��aivc�ry, wi�hin ten {'�0� days aft�� tho �ontra�t�r kr�ew or s��o��ld i��v� knov�n„ �f ��r}� change
l#t�t �a#eria3ly affecl� lhe �r�+rision �f coverage of any p�rs�n pro�+id�n� s�rvE�es [�n lh� proj��l.
H. TE�� ct�rttr��tor �h�ll ��si �n ���h prc��ec�t �ike � rr�Gc�, ir� l�e lext, ��rm and ma�rr�cr ptescrtb�d
by �he fiexas V1��rk�r's ��mp�nsa#iorr ���nmis�aon, i��formir�g �IC p��son� �roviding servlc�s �n
#I�e pr�je�t ##�at Eh�y are r�q��ire� to be cov�fed, and stating how a person rr��y �+erify ct�ve����
�n� re}�or� I�cic t�f c:�verac��.
k. 7h� ��rr�raclor shall �antracl�r�lly re�u�r� e��h pc�rsor� w�lh whoFr� It cc��7lr��ks ic� provld�
�ervi�� �n � proj��t. t�;
Prs��+id� co�+era�e, �a�ed oe� p�op�r r�parttng on �lasslficatfar� �odes 2�nd p�yroll �mo�rtts
�ncl fG3ir�� of �ny c:t�verag� �,gr��menks, wF�lch rr��ets ihe s��iutory r���irorn�nis of T'ex�s
L�bor ��[��, �e�#ion ��1 _011 ��4�) ��r �I� �f iCs emp�o�ee� prt�vlc�ir�+� se�vices an th� pr�aje��,
for t�� duration o� t�� prajc�#;
�. P�a�rde t� ihe �nn�ra�ir�r. }�rior #o ihal p�rs�n �eglnning wo�#c on the p��Jec�, a c���if'rcat� ai
�ov�rar�� s��ow�rGg lhal co�r�*r��e is k�r4nc� ��r�vi[E�r� for a[I �mpl�y�es of #he ����or� providie�g
s�fiv�c�s on the pr�xect, for i�� �uratio� ot t�[� �roje�[;
3, Prt�vide !h� ��r�tr��#�r, 4�rior k� �l�e �nd of Ihe covera�� p�riod, ��r�w cr��ti�ic�#� of
c�v�ra�e shc�vwln� ex#�ns�o�, �� c�verag�, I� �h�e cv��rage �e��oc} �hawn an khe �utF��l
certifical� o� cov�rag� �nd� rl�ring tf�c duralior� nf �Itic� pr����l;
4. �bl�in �ror�� ea�h o�i�e� per��n u�ith whom ik �or�#racts, ar�d prov3�e ia ih� �o�lracfof;
a,} A c�rlific��s of cov�rar��, �rior �o lh� o#��r p�rsor� b�ginning wc�ric on khe �r���ct: ar�d
b,� ��rew c�r�tficat� c�f cov�rae�e shov�rir�g �x��nsao�r �f �ov�ragc, pri�r to k��� �ntk of k���
c�v�r��� p�rinc�. if kh� ��v�r�ge ��riotl �hown on Ehe curren� cerCificai� af �o�+�rag�
errds dufing fh�� durati�n af lh� pro��c�_
�, Ret�in �II r�quir��i c�rlifk�ak�� of �;�v�rag� o� file f�� khe d��ati�n of t�c� pr�j�cl �nti for pne
�r�sr th�r�a�k�r_
6. i�f�#]fy ti�e g�avere�mer�#al erttl�y �n wrlt�r�g �y c�rEEfied m�al o� p�rson�k d�l�v��y. v+rr��in t�n (9�}
�ia�s �1�er �h� �ers�n 1�r�ew ar sl��u�t� h��+� kn�wr�, o� any change t�ai ma#eeia�ly affecks #h�
�ro�asion c�� c���rag� nf a�ny p�rsnr� �rovidir�g ��rvic�s on tl�� �roje�t; and
7. �oe�leaclu�lly req�ire each p���n wilh wC�or�r it corrtr�c�s, �o perfor�rt �s r�+�uir�d by
p�r�.graphs {'l}��7}, wiih the �eel�fic.�tes of cov�rag� to b� provid�d t� th� p�rson f�� wl�om
th�� ��� pr��istir�� servir,es.
8. By si�nie�g t#�is cantract or providirrg af causing ta be pr��+id�d � certif�c�t� of �over2�ge, lhe
c�nlractor is r�pee�entir�� to !h� �ov�rnm���al �nlily #k�at all ernplo���s �i lhe ��ntr��t�r
wha wk�l provEde s�nri��� an ih� prpj�t�l v�rll! t�� c�v���d k�� wark�r'� cc�mper�satio� c,av�rage
o�raum�� � �-8
PA�T D - �I�����,L. ��fVD�TI���
for iE�e duratior� o# the �roje�l, t�rat l�� �ov�rag�.+ wlk� b� k��s��4 �n pro��r r���r#ir�c� �f
�lass�#��I�ar� cade� ae�d payroll arnounts, and tha� all cov�rag� agf�em�r�ts wil� �� fiEod wiih
th� �}�propria#� rr�sur2�nc� carr�er or, in khe case af � self-insured. wit� #�� cvmm�ss�on's
DivGsion �f Self-I�su��nce Regul�E�ar�, ProvEdGnc� f�lse or mi�le��ing inf�rrnation may
suk�j�ct ih� �or�tr���ar �� a�rr�ir�isiralive, ��irrrinai. CkV�I ��I"1���E�S �f O��"1�� C1VII ���Ipk'!�.
�_ Th� c�n#ractor's failurc� to c�n��i�r wEth a��y of th��� �r��+i�ion� �s � br��ch of can#�act �� t�e
��r�tr�ctor w�ich ��rlittvs ti�� �o�+e��rm��rl�l en�ity to d�ci�r� l�� contfacl vo��l kf ���
c�nE��ctor do�s n�s� remedy �he braa�h wiihrn t�sn �ay+s afler ��cet�l of not�c� af bre�cl� froFn
�h� ��+�ernment2�l e�ti��r, �
1"he c��3Eractor sC��l1 pasr a n�#Gce �� ea�h proj�cl �iEe iniorming a�l p�rs�n� pro��ding ser�io�s
o� khe pra�ec� i��a# lJ�e� a�� e€�c��ired �a �� c��+c�r��i, �e�d �t�tinc� kt�►or a p�rs�n ma�r v��ify c�rren!
coverage arrd report f�ilure to prov�de COV�f���. T�kiS notic� daes no# satisf� other p�s#ie�g
re�uir�m�r�ls Er�p���d by �I�� Tex�s Worlcer's �arnper�satior� �c# or �#her T�xa� Worke�'�
�o�n�aer�satian �ommEssi�n rul��_ Th�s i�ot�ce �n��1 b� �rinled wilh� � tifle ir� �t l���t �0 point
b��d [ype and t�xE i� al I��si � 9 po�nl na�m�f type, ��d s�r�11 b� in b�th �r}glis� an� �panish
�r�d �ny o#h�r la�gu�ge c�mrr�an to lhe work�r pop�xlatiar�. Th� #�x� #or khe �rot�ces sl�all be t�e
fc��lowing t�xl, wi#hcru� any additior�a� words �� �riar�g��;
r�f:�l."IJIF��� VYIJfS��R'S �Ofv�PE�I�ATIOhI ��1C�RA�E
The ��w r�quire� kh�l ea�l� p�r��r� w�r�Cing �� t�1i� 5tte o� proViC�ir�g s�rvl��� rekaleri lo lhi�
�or�str�clic�r� �ra�ec# mu�t b� co��red b�r w�rkar�' corr�p�n���ion knsuranc�. This �nclud�s
persons p�o�+i�ing, i��uiing. �r d��rverin� �quipm�r�t o� m�t�ri�is. �r p�ovidir�g I�bor pr
lranspo�a�i�r� or other so�+ic� relal��f ta th� pro�ecl, t���fdl�ss of lh� id�nEity oi th�ir �rx�pEo�+�r
or stalus as an �r�pla�r�e,'�
�a�l the ier.�s YVorker"� �omp�r�satian �ommfs�ion �t {�1���4���759 to rec��ve i�forrnation �n
fw�e I���f requ�r�ri�enk for co�+�r�g�. t� v�riiy w���#��r �ro�,r �rn�foyer Y��� pr�vid�� rh� r�quired
��vc�rage. �f k� r��of� arti emplo�er's f�ik+�ee to pr�v�de c���rage"_
��13 N11�1�#t17Y Ah1fl W�11+C�fV� Bl��ll���� �fV�'�Ft�RI�� �f�I11U��� �011�1�'1�1�4lV��
in ac��r�art�� w�Eh �il� �! Forl Worl� �r�lir��nce iVo. 'f 9��3, �s a�en�ed by �iEy of Fort Worth
�rd�nance �1�. ��471. ihe �t#�r �f Far� Worli� h�s t��aEs for lh� p�r�i�;ip�#ior� o� m�rr�r��y �usine�s
�nterpris�s and worr�en I�u�in�ss �nt�tp�is�s in �ity cc�r�tracts, Th� �rdinanc� is inca��or�t�d i�r
ti��s� s�ecEfications b� refer�nce, ,� cop� �f the Ord�nance r�iay be obt��ne�i from t�a OFftc� of t��
�ity �ecreEa�}r. �aik�re �� cam�ly wilh lhe arr�inar�c� shafl be a r�ater�al breach o� co�rlract.
TI�� N1lW�� �iTILl�AI"�C��1 ��Rh�l. MlWB� ����,� WA11��f� FQR� ,4�1p ���D ��I�'�! �FF�F21�
�DF�fV�, �s ap�li��b��, rrtust b� s��mitt�� wilhin frve (5) cily business days af��r bid �p��rfn�.
�ailur� #o cam�ly sl�.�ll ren�ee the bid nar�-resp�nsiv�.
Upor� reques�. �ontr�c#or �gr�es �� provide the ��t� campi�ke a�nd accur�i� Ir�farmatlnr� r�g�rri�r�g
actual wa�k perFormed by a�+1rn�rii�r ar 1+Vomer� Business E�t�rpris� �Cv�NUB�} c�n lhe caniracl ar�d
payrr��r�t lh�r�vf. �on�ra�t�r Iurtl7er a�r�es �o permit an �udif a��lor exarnir�ati�n of any b�ol�s,
r��ords ar fil�s �r� its ppss��siar� �hat w�ll su�star�tiat� th� acl�al work p�rf�r�n�d b� an MB� andl�r
W�E_ T#�e �risre�res$r�taGon �f facts {ok��r lhan ��eg�igenl RT11Sf��f�$�fktBtJOf1� ae�d�af the
�ommissior� oF frau� by khe �or�#racl�r v�+ill �e �ro�r��i� f�r #�rminati�� of ��e ��n#ract �r�d��r
In�#iaiir�g ��#don u�d�� �p}�rc�pri�t� f�deral, sf�t�, c�e loc�l ��w� �� or�ir��r��es rel�ting to f�1se
�t�t��rt�nt_ Further, ���+ such n�isr�pres�ntatian �oth�r tl�ar� a ne�lig�nt r�isfepr�se�tatFon) andlor
o�r�c�:u7 SC-9
���� � - �w��i�� ���v�����r��
comm€ssEan c�f �rau� wiU resull iri lhe Cnrriractar beirig �Cei�rrr�lrt�d t� b� irr�sponsibJe �nd b�rr�d
from �arli��p��inc� rn �i#y w��k f�f � p�r�od of lim� �f nat I�.+ss thar� l�r�� �var�,
Th� �ft}r wFll cons�de� #��e contr��tor'� ��rf��'rr��i��e regard�ng i�s fv�l1+�lB� p��gra�r� in 1��� evalu�#i��
�f l�ids. Failur� to ��mply wiir� lh� �ii�+'s �111�.+�E �rd���nce. or k� dem��sEr�E� "g�oti f�lth e�f�ri"',
shaiJ res�il �n � bld being r�ncl�re� r�on�r�sp�nsiv� #o sp�cifi�aiiot�s.
�on����tq� �i��ll �ro+rida copi�s of su�contr,�cts or co-sign�d I��t��s ofi int�r�t wit� ap�rav�d ��NBE
subconirac�ors pr��� tp isst��,n�e of ll�� �l�lice k� Proceed, �or�i�actar shall at�o �r�vid� mo€�thly
r��ar�s a� uliliz.�iiar� �� Ehe sub�ar�track�rs ia t�e �rty's �1N�d�3� �f�ice.
�!'�7� ��r�ir��tor ma�l co�r�l #ies� �nd seca�d #�er su�co���actors and{or s�appEi�rs t�w�r�i m�etln� ih�
c�oals. Th� �or�tr��i�r rn��r ��u�tl tovti+�rd its go�l � p��iion of tYt� k�tal �allar arnou�t of Ehe �onirsct
v�+iih a fo�n� venlure equal ir� i�r� �erc�nta�� of lh� l��WD� �2�rli�:ipal�on kn lh� j�an� ver�ture �or a
c���rfy cl�ftn�d porfiofl o� khe w�tk to b� perform�rd, A�l� �r113N8� �antract�f� us��i in rr���tinc� lhe
g�als m�st b� �;�;rti�i��i prlor to th� 2��rr2��d of khe �oniracl, T�te MIUVBE corriraclof(s) m�sl �e
�ertlfi�d by �i�hc�r thc 1Vorth �entr�l Tex�� i��;���ri�� �erlir��a�ion l�ge�c� {�l�Tf��A) or Texas
fl��afilrrk�nk of TransparEali�r� {Tx�I�T�, 1�Ii�Yrway I�F+ris�on ar��i r�ust f�e I�cai�cl i� l�f� nir�� (�J�
co�nt�r r�i��kel�l�c�; �i klme of �Rd, T�e ��ntr�ctor shall ca�rtaci all suc� E1��1+VBE ���conlra���rs a�
s�ippliers �ri�r ta lis#In� t��� �� lh� M�W1�� ulilEx�ti�an or �a�d falll� eff�r# far�� �s appNca[��e,
F��lure lo ca�tacl #k�e lis�e� �U9JW8� subc�nlr�ct�r or �uppli�r prir�� #� bid �p�nin� ma� r��ul# in ##�e
reJecti�n �f �Gd �s rion-rasp�r�sl+r�.
VVhenever a��ran�e o�der affec#s l.Eti� work of �n tVJIW�E suh�or�Er��it�r �r s�pp�i�r, �h� N1M16�
sl��ll k�e give� an apport�niky to perform lh� worEc_ Wrt�r��v�c a�#�artg� order ex��eds '��°lo oF t�e
o�iqin�l �or�#r��k, �he NpfWB� c��rdinator shalC c��#crm�nc tY�� go�l5 �ppli��b�e t� tl�� w�rk to b�
perf���ed und�r tf�� c��2�r�c�e �+`der_
��rl�tg �I�e ierrrr of #he con�ract #ht� ��ntfa�l �i�aJf;
'I. fVlalc� �p un�u�k�fied ch�ng�s or tJeletior�s in it's �+1lWBE par�fcipation commitmc�nts
submG�t�� �+ifh or subs�qu�ni fo fhe bEd, ��d,
�, �f s�l��l�niial su�c�r�lractir�� ancilor substae����l sup�li�t c�pporlunili�s aris� during th� i�rrn
af Eh� �oilir�ct wf��Ch li�e cantra�tor #�ad represented he wo�ld p�rform with hts �arc�s, t�r�
con#ractor shafl n�Ci��r [h� �ity b�f��� subc�nlra�ts �r �ur�i���e �r�iers are �e#, and shall t��
���ui��d #r� coar��l� wikh modiflcaiiar�s l� goa3s as cf�terrrrin��# b�r tk�e �i�y, and ,
�. �ubmil a R�{�UE�T F0�2 A�PROVA� U� �;HA�I��E r�R�V9, if ihe con#ractar d��ires to
�h�nge or delete any of lhe i4�f+N8E �ubcor��ra�l�rs ar supp�l�rs. Ju�ti�i��ti�n f�r �i��ng�
m��r b� gr�r�t�d �or lhe tbl��wing:
a, Fa€1u�c of �u���ntracta� t� pr�vid� evi�en�e of cc�verage by V��eker's �ampens�tlor�
Insu3-anc�,
b_ �ai��xre �f �ub�r�ntra�#or to p��vide requir�d ��ne�a[ Ifabili�y vf ol���r �ns�ran�e.
�. �ailure af ��bcor�tr�ctor to �x���#� a sl�ntfard subcontr�c� f�rm F� �he amount �f the
praposal �s�d �y+ th� �ontracta� in prep��rir�❑� �i� �4+1fWB� P2rticip��i�rr plar�,
d. D��ault t��+ i�e fV�JWB� sul��onkrac#�r ar s�pplier �n kk�� perfom�ance �f t�e
subcorri rac�ar.
a��� ��-'I �
P��i D - ��E�I�L ���1�1"rl�r��
Wtlfur� i�r� {1�� days a€ter fanal payrrr�rtit fr#r�} !�e ��1�, lhc �oni��ctor s�all pr�vlde E��
A+IJ�NS� �Ffic� wili� do��r�renkati�r� to refl�c� fln�l �articip�rlian �f each ��bcontr�c�or and
��ppl�er usa�i on th� prv��clF lf�C�USIVE O� IV��WB�S�
D-�4 �ALEND�IR D�IY
D�lel� �ara�ra�h �� -� .��, an Parl �-��r����l �on�i�ic�n�, in tts er�tir�ly and s�bsiit�#� �h� follaw;ng
e��w para�ra�h;
�1-� .��} �alendar D��'. A�aEe��ar ��y �s a�y d��r �f th� we�lt or m�nlF�. All cal�r�tCar �ays
a�e cv�nted i�r com��ting c�r�tra�� �irne an� for d�terrrrie�irtg li��idaled damage�, ar any:
hawev�r, the �onlra�tor wilf no# be 2�EI�we� #a wo�k an �u��ays �r ar�y F�olida�s �bs�r+��d
b� i�e �ity �f �ort W�rEh_
D�'3� �lJB�I[71�41�Y Y1�OF�4t
11�}+ and a�f war�C s�ecifi�2�ll� �ov�rned
�onditior7� tir��os�� by ihe P]�ns� th�
�ocur��n�s, fr� +n+hic� na speci�ic it�m
cor�sidered as a subsidiary il�m o� v+�ork
Pr�p�sal f�r ��ch bid iler�, inc��dir��
r�pfa�emen� raf fenr,ing. at�d c�ear��+p.
1�w1� U�1AC� t�AT�S
b]I d�c�me�tary requirerr���ts �ar th� pr�j��l, �u�1� ��
��ri��a� �o��trac# Dacumen�s or thes� �p��ia1 �ontract
�ar bid h�s b�er� pro�td�d for in t�e Pr�pasal, shall b�
. �he c�s# a� vuhi�h shal! be ancl�ded �n the pfic� bid in lhe
but nol �irr�i��� #a s�rt�ce r�storali�n, rerrrc��a� and
�he I�ba� cCas�if�cat€ons �nd mir�i�-rr�rm w�g� rakes set farlh hereEn h�ve been pr�tl�#ermined by t�e
�i�y �b��cil of �he �ily o� Fork 1Nor�h. 7ex2�s. in a�crartf2�nce wit�t �t�#��t�ry r�qu�rements, �s being
fh� preva��ir�� cla�stli��lion� �r�d ra�e� ���1 sh�ll go►�ern on ��1 worl� p�r�orrti-rec� k�y �h� �onlra�tc�r ��
�r�y �ub�antractc�r ar� #k�e �Ile r�f Ihe pr��e�t ��v�r�d b� t�e�e ��n�ra�t I����mar�ts. In �� �ven�
shall I�ss #han th� foElowing r�te� �f w��es b� pai�_ �Aitach�d}
C��Y Q� ����' W�I��`H
HI�IiWAY �ON�TR4�CTI��1
�#2�VA�1�1�1� INA�� F��4iE F�R ��OU
�LA��I�I�ATIO�I
A�r ��ndiii�€�ir�g Mech�nic
�ir �an�iRManir�g �echan'r� �I�Ip�r
Ac��st�� �e�fir�g JnstalC�r
Ac��st�� ��iling a�stalE�r I��I��f
Asbestos lN�rk��
C�racltlayer��k�ne A+1a�on
�ricltl�y�r�St�r�e �+I�son Helper
�arp�nker
�arpent�r N�Ep�r
�an�rot� �inish�r
�or��rete �ie�is�er h�efp�r
��r�crel� �'�rr� �ullder
�on�r�te ��r�n Build�r H�l��r
Dryw��E Tapar
Dr�wa11 Tape� �Eel���
�lec�riciarr Journe}�r���n
��r�
�15,�8
�1 p,7�
�+� �. �2
$��,88
���,�0
��7.�1
��Q,16
��3,9�
$��.38
$1�.88
� 9.7�
�� 1 _�7
� 9.�2
� � 'I .33
� 8. ��
$17_�G
�LA���FI�A�I�N
Laboe�r �lcill�d
l,a�her
Lalh�r W�Ipefi
h.+lefal �ui��ing Assembler
I�etal �uil�ang ��s�mbler #-#�I�er
P��nt��`
P�ir�t�fi H�lp�r
Pip��it�r
Pip�fitter HeJper
Plaster�r
p[�st�rer k-I�I�er
Plur�b��
i�fumb�r �ic��p�r
R��nforc�ng S#e�l S��ler
Roo#er
Roofer Wel�a�r
RA�E
$1�.�5
$��_4�
�1'E.00
$1�.C?D
� 8.��
�i2_83
� 8_35
��7.60
$��.18
$1f.00
$11,�Q
$��_9�
$ �,7�
�10.40
�� 1,87
� 8.33
o�r�r�af S�-9 �I
P�►F�T D - �P��IAL ���1��T1�[��
��.�ssN�tc��r�or�
���r�
��A���FI�_AT��N
Electrician H�Ip�r
�lecifanic T���nician
�lectrb��c Techni�isn Wel��r
F�oor Lay�r ��ar��t�
FRo�r l.�y��` (l�esi�ler�t}
Flaor ���r�� H���a�r
�lazi�r
�fazier Walpe�
In�u€ator
lns�la�ar H�1�er
Lab�rer ��mmor�
HE,��11� �QUiPfl���1T �P�f�A�O��
�r�r�e, �larr�shell, B�ckho�e, Der�rck $1�,�0 F�ur�datiorr Drill Ope�ator
I�ra�Gir��, �h�vel �r�r�t �nd l.��d�r o����aior
�or�Clift ��erator � �,63 Tr�ck �ri+r�r
�� �,��
�12_50
� 8.5�
��7.0�
�� 5_04
�13.5�
�15_02
$10.9�
�12.0�
� �,�o
$ 7_$�
�h��t N1�tal W�rk�r
�h�el [vi��al W�rker Helper
��r���rock Har�ger
�h�e#rock F�1ar�ger Wef�er
�}��Rnicler �]rstem Inslall�f
��rir7kler ��siem Insl�E3�r H�Iper
�t��k W�r}��r �tr��l�r�t
�t��l 1N�rk�r �tru���ral �-i�l��r
W�Id�r
Welder H�Jper
I�i»]4iWA1� (H�A1f`f) �OIV�TRU�TIC}�1
A�s�ah��t l�aker
Asp�aft ��o�eler
Ba#chint� Plan� Wcrgh�r
�arp�nter �Roughj
�arx�r�l� ��r���h��-Pavin�
��n�rvt� Fir��sh�� H�k��T
{Paving)
Concre�ke �inisher���ruciures
���g�er
��rm 8�ilder-�kru�kur�s
�orm ��tt�r-Pavir�g & �urbs
F�rrr� �e#ter-�le�cEuras
L� b�a r� r-�orrrrr�a��
Labar��-Utilily
PUi�c�a�rFc
��rvFc�r
Pipo La�rer
Pip� L�yeF H�I�aer
AspY��l# Di��rib�t�r �per�tar
A��pha�lt I�avir�� N�achFne
Oper�tpr
��r�cr�Ce f�av��r� Saw
�ran�, �lamshcll, Ba�k�o�,
Derrlck, Dr�gline, Sh�vel
�� � �12 CY}
�ran�, �lar�sh�Cl, Ba�kh��,
Derrir,�. Dragt��o, �hov�1
{� 1 11� �Y}
03V3U�07
��f},��
� �,��
� �_65
$ � 3.6�
�i0,��
� �,7�
$'I �.44
� 7.��
�1�_�4�
$10.25
� �.75
� �_6�
#� 8_6�4
�1 �.�5
�1�.13
� 7_;i5
� �i.7�
$11,�4�
�1 'I _�9
���,53
$10.�Q
$1 �.5�
SC-�2
�r�nl ��d �o�der (� l� ��* t� L�ss}
Front knd �o�der {av�r �'l� ��'�
h+t�llin� A+1ach�n� O��rstor
�+lixer
h+l�ta� �rader �per�i�r {�in� �rade�
I�t�t�r �rad�r �p�rator
E��vem�n# h11ar�C�n� iv1���ri�r�
RaE�c�, �#e�l l+lfk�eel Plani�A+lix
Pc�1�@R1�Tlk�
f�c�4��r, �#e�l 1rVhe�l Uth�� Ff�twhe�l
�r Tampin�
Roller. I�heumakGc, ��If-Prop�Elad
��raper
7'r�veling El+lix�r
�einfor�ir�g �te�� ���fef �Pavin9}
Truck �nver��inc�le 1�xle {�i�hk�
rrucE� briv�r-7`��7cl�n Axle
��mi4Tra�l�r
Tr�ck Driver-�ow�xo�r�Fl��t
Tr�rcEc Driv�r-iran�i# I�Ix
TrucEc Driv�r-V1fi��t�
R�IT�
�1 �.��
$ �.5�'
�"E 2.��
$ 9,fi4
$�6.57
T�0.1�
$��.36
$ �,��
���.��
$1'1.74
$ � 3.00
��'I.��
��C}_3�
� �.94
� 9,��.
� �_U�
$�1.0�
�1�.31
� 13.��
� 11 _0�
� 9.88
$1�,1�
$ 8.0�
$�i],Q�
� 9, 7'� --
� 8,�0
�� Q,22
$��,�4
�1 D,63
$ �.$0
���� � ; s������ �orvai��orv�
D-'�'� �A��htl�Nl"� �4h11� PERMkTS
The per#ormar�c� af t�is car�tract f�quires c�r#�irt �em�orary canstruclion. ri�ht�of-�nf�y agr�em�q�ts,
2�nt�Jor pe�rr�its to p�r�orm w+rarlt on �riv�te prop�rty.
Fhe �3ty has aftemp[+��i tt� abta��r the ten3porary �o�s#ru�i�on ar�dfar rig3�E-af-entry agre�mer�t� far
pr�p�rl'ies wri�r� �ons�r�c�i�n ar:tivi�y is necessar}+ or� �rty awned f��il�#i�s, su�h �s sew�r lir1�� �r
rnank��l�s_ For Cp��#ion� wher� #he �it�+ tin+as unable ko �blain ��r� easeTnenk or fig}�f-�f-�ntr�, it shail be
#h� �orrtra�#or's r�spo�sFbifity to obt�in the �gr�emer�t prior #� �e�in��ing wc��k vn ��b�ect �rop��t�, �'h�s
sl�all be s��sidia�� #� t�re �onlrac# The �gr���ents which R13� �Fiy has �,btain�[i 2�re �v�i��b�� to #h�
�on�ractor f�� �evt�+�r �� cors#�ctin� ��r� pjar�s de�k a� ih� �]�p�r#m�nk af E�r�irreering, �ity of F�rt 1North,
A�so, 1t sh��G� be �fn� �esp�ns�t�iiity of th� ��r�tr2�C#or ta obta�r� writ[ee� �er�t�issior7 fr��ri pra�er�ly awr��i�� l�
perforrn su�h wo�k as �1�arrou� re�air ar�c! se�wer s�r�+ic� r��l��emer�t on priva#e pro���ly, ��n#ractaf
s��lJ �dl���� to aIM requif�ments �f P2�ragra}�h ��-�,1� af t�� ��n���l �ontract Dc�curn�nts The
�ontra���r's atl�n�ion is �ir�r,ted ta the agre�rn�r�k terms ��a�+� wit� ar�y s���i�l condition� t€�at �nay
hav� b��� i�n��s��i �n these agee�ments, b}+ the �r�perty o+n+ners.
Tl�� eas�m�n#s ���d�or private propert}� s���11 �� ��e�r�ed u� after 4ase and rest�re�i to its �ra+�irraf
c��dit��n or �stteT. In �v�r�# �d�i�t�o��1 wor�C raom is r�q�ir�� b}r i17� C�n#r��#��, it s#�a16 be lh�
�orr�fact��'s ��spnn�ib�l�iy #� ohtakn writter� p�rmiss+on fr�m #h� �rop��ty owr��rs �rrvoJv�d fqr the �ss of
addili�r��a pro�erty re��ired, fVo addi#t�n2�l p�y�er�# w�il �e slkav��d �or this �t�m,
Th� ��fy has ob#�it��d �f�e ��c�ssary da���-nen��t��n #ar �2��Ir�ad ar�ci�o� highway p���n�ts requ�red for
c�ns#ruc#i��t �f kfnis pro�e�t. T#�� C;onir2�ctor sha�! be ��spor�s�ble for complyin� u,riti� ali �fovEsian� of
s��F� perr�its, incl�c�ing �b#�ihir�g th� r�quis�Ee �nsuranc�, and �h�i� p�y any and al� costs ass��iat��i wi#h
or eequkr�d b�r ir�e per�rtil{,j It is tt�e ��ntractor's r�+��vrtsibtlity to pravFde tY�e r�c�uir�d fl��r���n ar�d�or
pr��+id� p�yn�ent to #he a�pro�riaE� r�ilr���#1age��y ��r all flag�nen dErr�r�g c�n�#��r.li�n in railroadlag�ncy
right-of-wap. A��y and al� costs �s��ci�t�d with cornplianc� wiEh p�errnits(s) irrcl�d�n� pa�m�r�t far
fla�n7�n st�a�l b� s�bs�diary #a the ��roj��t �ari��_ No �d�ii�i�r��l payrr�ent w�ll be allow�cf �o� li�i� ikern_
D-'I� �OORDiNA�TI��I 1NJTH ��RT INORTH �I�IiER D�PA�R7IVI�N�'
i��rrirtg t�� �onst�uction of �h�s pr�j��#. it wi�i be �ecessary to deactFva��, for � period �� trme, exis#in�
I��res. The �aniract�r s#��II be re+�uired t� c�arclinat� w�#F� th� VUa#�r D�p�ri�rier�t t� detsrrr�in� ti�e t�e��
tirr��s fof �1e��twv�t��g ar�cf acti�+a��ng tt�os� lin�s.
D-99 DANl�#�� �'� PRIV�ITE PROP�RTY
Tk�e �ar��racl�r �h��ll imil�ediately r��a�r o� reptac� �r��r d�m��� to priv�#e �ra��rty. tnc�udrng bul no�
I�rniretl to fe�c�� (with the ex�e�li�n �f Ur�it � S�c#ion A), s�r�nkCer syst�ms, wa��s. }��verr�ent and wa#er
a�cl sower �ervwc�s, at no c�sf ta the O+nrn�r_ This shall �� subsidi�ry #o k�� �on#ract and no# � sep�r�te
pay i#err� ,
�-�� �li�� DF�AWIN��
�h�p dr�wings sh�ll b� st�bm�tC�ti by i�i� �vntr�ctor �o tYre ��nstf�ct�or� �n�€ri�er, f�r a�l equi�m�nt anc#
mat�riats tr�r #has p�o�ect. �ontractor sh�li s�bmft ��ver� (7� copi�s o# sk�op drawings, la�yaa�ts,
man�ifactur��'s d�ta artd kr��t�r�al s�he�iule� �s ma� be required by #1�� ��o�ineer �ar ]�is review. �t�ch
r�vi�w t�y t#�e Engirte�r s�alJ ir�cC�d� ch��k�ng f�r g�r����! conforrn�nce with �1�� d�s�gn ��r�ce�� of Ch�
project and g�n�r�f compli�r�ce with in#ormatton gG+r�rr �n li�� ��r�er�l �ontrac# E��c�m�nt�. �r�d'tc�ted
�ction by the �n�ine��-, which in�� ���ul# fr�m hi� r�vGew. shaEl nat con�t+lut� �on�:k�x�re�ce vt+itt� �r�y
�ev��#�on �r�m lY�e p�ans and speci{�atior�s u�,I�ss �u�h d��+��EE�r�s �re sp�cificaEl�r id�ntiti�d by #he
rrxet�roct d�scrib�d b��c�w, and f�rth�� sh�Nl not relFeve #h� �orrtr��tar �f r�spor�sabi�i�y �or �rr�rs or
a�.r�r�o� SC���
P�F�T" Q - �PE�IAL ���IDITI��V�
arr�issions i� the �ubmiEt�d d���, ��'���ssed sl�o� tir�����,t# �uk��n€ikal �ra �ot cl�ange or��rs, TJ��
purpp�� ofi submittals, kry kF�e �antra�t�r, ss t� d�Rt�on�#rat� that th� �or�Er�c��r �nd�rsEands #he �es��n
conc�pt, ��cl t�at wte d�rnon�#r�tes h�s ur�der��a�+d�n� ��y indica#ir�g w�icf� eq���rrie�� and r��aterkals ��
i�tk�nd� ta f�rr�i�h and install, art� by d�t���ir�g tF�� fabrica#ior� ar��i inskalEakit��� rrreR�,ods ���� in#�nds tc� use,
if d�v€a�i�ns. dwscr���nci�s or cor�fii�ks k�etw�en �u�mikt�ls and ths de�ic�n drawings ar�d�or
specaf�cat�ans are discovefed, �ith�r prior to or afiEcr s�b�nattals �i-e pro�ess�d, ti�� d�si�n drawir�gs and
specif��at��n� sh�ll �o��rn, The �o�kr��kor shall be ��spo�sibEe fa� alJ dkmerrsrar�s w+rhic� a�� �o b�
confirmed ar�d corfeiat�d �t ih� j�b �il�, fabricatior� pro���s�s a�d t�chniqu�� of c�n�truction,
co�rdin�li�n �f #��� w�rEc �+itl� th2�t of atFrer tracl�s �rrd �atisfactory perf�r�ance af his v�+ork. X'I��
��r�t���t�r shal! �I��ck ar�d verify a�l me�surern��is ��[i r�vietn+ subr�tiit�als �rior �o s��he��ik#aG, afld ��g� or
ir�at��C � st�t�rrrer�i rn�;l�d�c� wi#h #h� s�bmatEa�. wfn�c�� sigr�ifi�s ��mplEance v�+i�l� thc� p4�rts �nd
ap�c�ficetions ai�d dFr�nensions suitabl� #or #he �pplrca#i�n Arr� devi�ti�� fr�m th� sp�ci�FecE crFteria shal�
be e�cpr�ss[y stat�� ir� writir�� in lhe s�brnit�al,
�I�vp dr�wor�gs shakl i�� submrtted f�r th� �ollvwi{�� ikem� �nor to kns���l�tion:
'E . �II pip�
�, �2e�r�farr.�d �t�:�t f�hr��ation far �tru�tures
3, �ast Iron s#ru�tural appurtenan��s
�f�op dr�wi�gs mus� I�e ap�r'ov�ti ih writing by the �n�ineer �riar to t�� sta�k of �nrork.
o-�� ��os��r�� �� ��cisrir�� u7����r���
1lVh�r� ��rc��osed water line �rasses av�r a sanita�y ��wer of sanitarp s�w�� s�rvic� I�rte 2�ndl�r
�ropa�ed ssw�r lin� �rossss ov�r a�+at�r lin� ��d th� ����r v�rk��2G �iis��n�e is le�s �han � f��t b�rre9 #o
#��rr�l, #}�� s���itary s�w�r or s�r�itar� ��rv�� ��r�+ic� lin� ahaal b� mad� wa��r ti�ht or be co�rstr�cterl o�
duciil� �ro�ti �ip�. �`h� ret#�ire�i ler�gth of r�}�fa�emer�t s#�a�l be de#ermir���i by th� �nc�irr��r. TI�� m�t�ri��
��r s���tar� sewer r�air�s a�d sar�it�ry se+n�e� Eat�rals shall be �lass �� Du��il� �r�n i�ipe +r�+th
palyeth�ylene wrapp�ng, ih� ma��ria� f�r sanit�r� s��nr�r s�rui�� iin�s s#�all k�� �xtra �kr�rrgkh cask iran
�oil pip� vwrtl� �aly�#hyl�ne �vrap�rn�, f�dapt�r fittin�s �hal9 �i� a tifethae�e or n�a�rene cauplin� A�Ti�l1
�-4�� �n,+i#h s�e�e� �00 siainles� steel caenpre�siorr st�aps. Backfll, fillings, tie-ir�s and �I! o�h�r
a�sac�ate�! �ppurter�ences fequir�d ar� t�����d s�rt�s��li�ry w�rk, thc� ���! �f ►�rh��1� ����11 t� in�E�c��d in
th� pr�c� t�id irr the Wroposal �c�r ��ch �id i�em,
D-�2 EXl�TING UTlLITJ�S AhlD IMf�R�V�MEhfF�
"Fh� pl�ns sf�aw ti�� I�cat�a�s of a11 known ��rface and s�bs�rfa�a st��ct�re�. �-9owev�r, #h� Qwner
�ss�rnes no r�s�o�sibility far faifure to show an� ar all af t��s� stru�fur�s «n #h� �1�n�, or to sfi�o+r� kl�em
i� i'heir ex��k lo��tion, Ik �� mu�u�l��+ �gr�ed that s�cl� faRl�re sl�all not be cor��ide��d su�Fci�r�t bas�s f�r
clai�s far ac#ditic�i7a� corr�}��nsa�#i�n �or �xtr� work ar for incre�sing th� p�� ��ankiti�s in �r�y rn�n��r
wY�at�o�vcr
Th� ��r�tr;�c:#c�r sF�all b� r���ortsfble F�r �rerifyrn� th� loc�t���s of �nr� pro#ect�ng a31 �x�slin� u#ikities,
s�n+rce �i�es, or oth�r pro��r#� exposed �a� his constru�tion oper�ti�n�. �r�ntr��:#�r s�aal m�ke ail
Ii�Cess�lk'Y �rqVlslr�f�S for iC�e �u�p��t, pr�#e�tiv�, rei�rc�tio�r, ar�cllar ten��o�ary r�la�alioi� ot �!! u#rl�ty
pot�s, gas iin�s, t�le�hon� �a�al��, �lility s�nri�e�, w�t�r mair�s, sar��k��y se�nr�r ain�s. aCectric�l cables,
c�r�wnag� pi��s, a�� �13 �t�a�r �tilit��s and s#ructu�es botM above and b�low groun�l �iuring ��r�struc�ion,
Thc� �onlr�ckor i� lial�l� fpr ��I d�Rr����s don� l� such ex�stMr�� f�cRlitie� as ��e��jil �f k��� o�efati�fls and
�ny �n� a!4 c�st IFiCUff@C� ��f �I1B protecEEon �ndlor �einpor�ry r�lo�atior� of suc� fa�i�ilies �r� d��m�d
����i�i��y+ w�rk and the cast of �ame ar�d shalf be inck�de� i� tE�e ��st b�� per IFnear foot of pi}��
ir�staJl�d. NO I�D�IITIQ1�fP�� �Df�AC��N�ATIO�IV UVCLL B� �LLQUVED,
o:t�sara� ��-'I �
��������������]��C�1►1��
UVE�ere exisking ufEliiies t�r ser�rice linos a�e cul, brok��7 or �iaRY��g�d th� �o�lractor s�all repl�c� �r
re��Gr t�� ���ji���s �r servic� lin�� wil�� t��e s�rr3e ky�e of ori�i�ai ma�efi�l ar�d �on�lruckron. or beiker,
unNess �#herwise showr� �r nol�d �r� Ih� �12�r�s, a1 i��s awn c.�as# and experr�e. f�e �arrtr�r.��r si�ail
im����dia��l}r nat€f� th� �wner o� lhe �+am�ged ulilkl.y or service Ilr��, I-�� �Y��II �ooper2�l� wiEh t��
�w��ers a[ al� utiiilR�s t� ]oc�te �x�stir�g und�rg�ound ���ilittes and nc�tif�+ i�� �ng�n�e� af any
c�r�fli�ts i� �rades and �llgnrn�rr�_
Any ar�d ��I pe�manent structuees s�c� as pa��Cir�c� lot surfar�, �encir�g, and lik� str�ct�r�s o� eit��r
p�bii� o� priv�te prbp�rk� s�ail be replaced ai na �os� �o ihe �ily by €�a#erial af e��al �+a1ue ae�d
��akil�+ as Ih,�l �iarrra�ge�,
kn �as� il �s r��c�ssacy ta c�ang� or rr�c�rrc; fhe prop�rty of any own�r �i � p���i� �lilif}�. su�h
�rapert}� shal� not be maved or ir�t�rf�r�d witi} unxil or��e�� to �� so �y El�o Ei��ir���r_ Th� ri�ht is
res�rve� l� lY�� �wner od pub�i� u�ilikGes to enler ��o� lhe fimlts of lh� oroje�l for lhe purpose �i
ir�ak4r�g su�h �J�anges �r re�airs of �#�eir �rc��,�r�� sl�a� rr�ay be mad� �e�es��ry k�y p�rfor�nara�e �f
ll�is ���lrac�.
Th� ulil�k� I�r�es �r�d �ortdui�s �17ow� �n lF�� pl�ns are for In��rma�i�n ��ly and are r�ot ��arar�Eeed
by I���e �i�� of �r�cs Errgt�e�r to be ����ar�k� c�s to exler�i, �oc�k�c�n. �r�d d�pRh: lhey are sl��wr� �n #�e
plans as �I�e b�s� inf��ma�ion av�il�bl� �l th� wr�n� t�f �t�sign. [ram Ihe �wn�rs �f lF�� uiifili�s
i�vofved ar�d fr�m evidence� found on th� ge�und,
D-23 C�1��TRU�TION TRAfF« D1lER P�PELINE�
ii w� appa��ni kl��� c��tair� �or�str�,r.ti�r� v�hicles �ould �x��e� Ihe �oad b�arir�g capackty of l�� p�p�
und�r shallow bury ��n�i�ions, It wik� b� lhe r�sp�nsibi�it� of th� ��r7tr��kot l� �ralect ��o�� the new
Cin� ar�d the �xisti�ig lir�es from t�es� possibl}� ex��ssiv� laads_ The �oe�tra�t�r sh�ll not, at �et�r
t�m�. c�oss tl�� existir�g or r��w �ipe w��k� � trr�cEc d�lkvefir�g �ew �wp� to C�� �ite_ An�+ dam�qe to �h�
ex�st��g or �ew pipe� will be repai�ed �r r��ria�d b�r t�� �onlrac�or, a! the �o�trac#or's ex�ense, tb
#he s��i�f�ckion �f Ih� �aly.
kn ]ocaii�ns wl��r�* i! is noi p�rmissibl� i� cro�s l�� �xi�tirig or ptop�s�d pip�s w�thout ��diEior��l
peotecli�n ik�� �onlractor ma� el�c! to provtde a�idiiional p�oi��l�pr� �f t�� pRp�s sa i��t r��r�
freq�enl c�assin�s o� the pipes ar� a4lowed, Il st�ll is, �towever, the re�ponsib�lit�r of the �ontractaT
#o �eparr any damage to �he ex�sting or �ropa�ed ]�r��s, if tF�� r�amage r�sull� frorn arr�+ pha�e of h�s
��t���+�u�tior� o�er��Fan.
��2� �'F�A��l� COI�T'RO�L
The �ontraclor shaEl �e re�ponsible for pro�iding kraffic cvn#rol during t�e cor�steuc��on of this
pr�j��k �or�s��t�n# wi�� ihte pr��+is�ons seE fc�rtl� in t�� "1�8� T�x�� �ianual �rx lJf��f�rm Tr�ffic
��N�tr�l Devi�es for Streels a�� I�ignw�ys"' issue� ur�d�r t�� aut]�ari��r oi t�e "�lal� of T�xa�
Unifarn� Act Reguletie�� Traffic on Higk�w�ys�.� c�dified as A��c�e 6Tp�d 1l��non's ��vil �1aful�s,
p�rtin�n# se�iiorrs be3ng ��ctior� hlas. �7, ��, �� arrd �� , I� additi�n, lhe �arrtra�to� shall c�mpCy
wFth �ity af Fort Worth. Texas. Feb�u2�ry 1�79, 7r�ffi� ��nfrol FRandboak for �onst�uclion ae�d
�+1�inte��r�c� Wo�k �re��,
Ti�e �oni���#or will nc�k rvrnc�v� an�r rec���ator}r sfgn, ir�str�cti�n�l �rgn, s1r��! n�m� s�gn �r c�ther
sigr� which has b�en e��cted b�r the ���y. If it is ��termin�d t�rat a s�gn �nus� be rem��+ed t� p�rmif
r�q�ired co€�struclior�, khe �or�tracE�r sl��11 conkack !h� Tran�porka#ior�IPub�ic Wo�ks D�pa�km�ni,
���ns ��d Mafkir�g� Divi�ian, ��l�o�e fVurrr�er 87rt-S��Oj to rem��+e #�e sign, In the case �f
rec�t�la�ory si�ns. t1�e �onlra�tar rnus� r�����e Ihe �e�rn�r�e�nt sigr� wi#� �#�mpar�ry siyr� rn�eling
kt�e rc�uirert��nts of l�e ��av�-re�erenc�d m�nual anci s�ch tefnporary sigrt must b� Fr�sEafl�d prior
a�'�v;{�� ��-�1 fi
PI�F�T D - ��E�IAL ���VC�ITI�N�
�o !he r�rr�oval �f l#�� perm�ne��l sign_ l� k�e t�rr��r�r�r� �iqr� 1� r�o� tn�E�ll�� �arreck�y ar ii it do�s e��t
me�t �t�� r�[��ir�d sp���fi��iipr��, li�� p�rman�rF� sFc�r� �}�all b� I�f# In pla�e ui�#�I the lemp�rary srgn
�`eq�ir�m�nts ��'e meL 1N�rer� cor�stru�#�a�r work Es cornplc�ed to the extent thafi the pe�marrerrt ��gn
�an �e �einstaEied, ihe ��nlra�Eor s�rail agaGr� c�n�a�i lhe ��g�� �nd N��ri�ir�gs C7iv+�i�n [o r�ir�s#�il
kh� per��r�e�i sign and �h�U ��ave �is l�rnpc�r�ry sR�n ir� pE�ce un�il s�rr.h rern�t��l��ian is
comple��d,
1_ ih� ��ntr�ctor �h�1C �urn�s� ��rricad�s, #1ares, �tc_, foe the pTotectian at the pWblic anti the
work,
�, 7#�� ��sE �f Ihe �raffir. conlral is sub�idrary wark �nd t�� �pst af ��m� shall b� kn��ud�d �r�
t�� prlc� b�� for }�i}�� co�'nplet� ir� pi��e �� bic� Ir� l�� Prop�ssl, a�d no ot�r�r con-FpensatG�n
will l�� �1��wed_
�. 7h� ��nlrt�cl�r sh2�ll f�rr7rsh � if��fi� �pn#roE plar� to !h� �ity �� the �r��consir�ction r���ting,
T�� cost fot traff�� �ant�al shall b� subsid�ary lo the �nit p�ic�s f�r t�ts �roJe�#,
D-�5 P�IYf4�ENT
P���nor�� for al� �n+�rk ����! ��#�ri�E i�rvolv�d rn sakv��ing, abandoning, andlor r�rr�oving �� exi�ling
f�c�lia�es shall be i�clud�� in �he rine�r fo�t bir� p�ice of �i�e plpe excepk �s �ollow�;
�, ��par�t� p��+r��n� will bc r�a�e for r�rnoval of all �i�� hydran�s, �a�� val►+es 1B-�nct� ar�d
I�r��r, ar�d sar�ilary s�w�t msr�F��les regardl�ss of ��cstibr�,
�, Pa�rrr�ent will be made �or saiv��irtg, �#�arrdonin�. �ndl�r r��xt��+in� of �EI oth�r �x��t�r�g
f��ililE�s wl��rf ��id f��ilil� is n�t b�i�g r[�pl��ed ir� the samc� tr�3�ch, i.e_, wh�n removal
r�c��lres a �epa�a�� lren�l�inc� ap�r�t�on_
D-�B �NII7
U-27 DET�URS
3'h� �c�nlracl�r �ha�E pros�cu�� hi� work in s�c�r a manner as to c�e�k� � mrnrre���rn �f irr�err�p�i�n #�
traffic and ���iostri�n f��il�tles ��rd to the fkow of vehic��lar a�d p�d�stri�n traffic wl�hi� lh� ��oje�l
ar�a.
l?-�8 BA�R1��4DE� ,41�D V1�ARiVIfV� SI�NS
B�rn�2�t�e�, w�rn�ng ��td d�E���r s�gt�s sl��ll c�nf�rm to ��,� �#andard ���c�ffca�ions "Ba�rie�-s and
Vtilarnin� �ndl�r I�e�ou� �igns,�. lt�m 5��4, andlar as shavt+r� �n the plans, �ar�stru�tion si�r�irf� �r�d
b�rTicad�s sh�ll c�nfarrrf will� "��80 T�xas M�n�al a� UnJfc�r�n "f`rafific �or�kr�l �evi�.es, 1�oG, EV�_ ��.
ar latest �df#a�r� Ch�re of.
[ w�.+.�'� �.�s1ETiTi.����t�L+I�i�7��1L�
It sha11 �e th� r�sp�nsibilily �f kh� prosp��#ive bi�d�� ko ��sii li�e pra�e�� si#� �nd rr�ak� �uch
�xam�natio�s and �xp�oral�oras a� ma� b� �t��e��ary t� ��t�rmrn� �II con�iti�r�� which m�y aff��#
�orti�trt��#i�n of I�is 4��'��eci, P�rkt�ular att�r�ti�n sh��ld b� g�van to metf�ods �f �rov�dang ih�r�ss
an� �gr�ss to �d���er�t p�kV�tLx �€�d p�bfic properties, prr��e�#�res f�r �rotec[�r�g �xi�tGn�
impto+r�m�r�is and dispasitioe� af all ma#eri�ls I� f�� rerrxr��r�d. f'r�p�r cor��ider��ror� should be giver�
t� #Y�e�e d�tails durfng the pre�araiion of th� Prop��al and al� �iius��� co�rc�i�ions wi�'rch rnay gi+r�
o�r�o� � ��-'I �
P�F�T D + S�E�1A� ���1DCT1�1��
ris� !o �akee �oi�tin�en��s sho��lti be #��oughi la �he atl�nti�r� af t#�e Ov�r�er prior �o kk�� suf��x�i���on
oF #i�e P��pas�l
D-3Q �ONII�� COMPLI�#�CE
I�uring khe �c�f�slrucEion oF LhiS pr�j�ct, th� �on�r��tor st�aii �orr�p!}� wiEh �resen� ��r�ing
requirerri�nts �f Ih� ��1� of Fort W�rth in the uso of �r�cant prop�rt}� for storage pt�r�ase�,
D�31 1N�4T�F� FDFi ��hl�TFtkJ�T1pN
Waler far �anslructiar� wlij b� Purni��ed �y !�e ��nirac#or a� hls ov�rn ex�ense.
D-�� WASTE MATERIIo1L
J�IM w2��� rr�a#�rk�C s��kl L�e��me ih� proper�}+ o� IF�� �o�trac#car a�r� sk�all be dis�os�d �# b�r ll�e
Ctp�'1�Te�C:1�� ak la�atior�� �ppr�ve� b�r �he Engi�reer. AI3 rr�alerial sk�aEl {�� dls�b�ed o� i� such �
manr�e� as to pr�s��t � neat ��pear�nce ��d to n�t ob�tru�� praper dr��nage �r #o c�us� inj�ry io
�#re�t E�n�r�vements or to �buitrn� p�•�per�Y-
I�-33 �L�AfJU�' �DI� ��hIAL. A���PTAhE��
Finai clea�up work �hall be dvn� for fhis projec# as s��n �s all cottslructror� h�� �e�n �ornpl�te�.
hir� rrt�re lh�rx ��ven d�y� ���II e1��s� ��te� c��7p��#ian of c�nstruc#io� be�or� the roadway, rit��t-
��,w��. t�r e�s�n7�rfl Gs cl�ar��d �� to 4�e satisfacEian o� ��re �n�ir��ar. T#�e �or�tfa�tor shall �x�ake a
�n�l �I��nup of all parEs of the work bef�r� acc���an�e by the �it� af Forl 1No�kk� �r lis
repr�s�ntativ�. �his clea�r�� shall ir�clude rem�v�l �f all obj�ction�bEe rar.k�, p����� oi as�h�lt ar
corrcr�te and �#he� co�sEructiar� m��eri�ls. �n�1 in t��ner�l pr�p�ring th� �i�e of !!�� wo�1c in �n
�rderly manr��r and app�ar�n��_ �ir��1 a�r.e��an�� o� th� c�mpiet�d project wor�C �#�a11 �� giu�n b�
the �iky o� �'�rl Worth De�artE-neni �f �n�'r�e�ri�g-
D-3+4 PROP��TY A�����
����ss lo �djac�n� �r�p��#y shall be rnai�#aE��d al �II lirr��s un�ess o#herw��e c�i�e�#2d b� lY�e
�ngir�[���_
D-�� CO�#ST€t�J�T10N ��HEDEJL� AND �E�U�N�13�� �� U1��#��C
Pei�r �o exe��k�r�� lh�e ��ntr�cl, ii sl���l be th� r�s�onsibility oi t�e �o�#racto� #o f��nksf� a sched�fe
o�ilinir�� ��e ae�iict�ai�d ti�e far each �E�ase af co�slru�k�an w��� ���rti�t� �nd �:ort��Eel�on �#�t�,
inclu�ir�g s�fficie�rt lifine �eir�g a�iowed �or cl��r��p,
D-3fi ��1fE�Y RESTFkI�TI�I�� -1�1�QR4� N�A4� HI�H 1��L�`AC�� I,IfV��
T#�e fc�la�wing �ra�e�t�re� will be follow�d �•egar�ir�g #he subje�l i#em on t�is c�nEr��l;
A war�ing sign n�t le�s i�h�n f�ve ir�c#�e� by ��v�r� wnc�e�. p�int�d y�llow with bl��k lelter�
�I��l ��e le�abl� ak #w�E�re f��# shalG b� pl��d �nsid� a�d o�tside �+�hic�es s��� as cran�s,
d�rri��Cs. �ower �hov�l�. �rillir�g ri�s, pil� drivers, hoisting eq�iprr�enl �r si��ril�r apparatus.
7h� w�rr��n� s��n shakl ��ad as f�lJaws; "Vti1AF��IN� , E�I�LAUI���JL T� �PERAT� TH��
EQIJ�Pk1�El�`� WiT�ll�l �I}� F��T OF NI�H 11��7A��E �Ih��S,.�
�
�. Et}uiprr�en! ##�ak m�y be o��er�ted +�viihir� len fe�t of �igl� voltag� I�r��s �I�all hav� ir�sulattn�
c��e-typ� o� ��2�rd �b��t t�e bo�rn aF �rm, exc��rt back h�es or d€ppe�s, and insula#or li�rks
or� t�+� lif# F��ok co�nections,
��o�of
S�-� �
� ���� � - s������ �o�v���r�on�s �
�. Whcrr noc�ssary Cq t+�c�r� within six ���# of h�c�ki v[�l#�ge ����kri� lin��, nolifkcation shal� b�
�iven tho power com���ry (TXI.i} wl�a w�ll �r�ct ternpor��y r�ech�n��al bafriers, �e�ener�lz�
li�e Gn�s, �r ralse or I�wer i�re Ilrres. Tk�e work dar�e by l�te �ower c�mpa�y shall r1[�l b� �t
�Y�e e�c�ens� �f ih� �liy r�f �ar� Workh, 7��� ���t�K�tr�� d��a�lr���r� sh�ll rnair7tai� �n ac�urats
Ic�g c�f all such �a�l� lo T�l�. �G�d �ha�l record aclRon taken in eac� cas�,
�4. The �ar�tractor �s r�q�t�r�d to makc arrar�g�rr��n#s a+rith t�e T}(LJ compan�r for i#�e ferrkpor2�ry
rel�c�t�a� or r�ising of k�l�h voltage lirres a� #�re ���lractar's so�� ca�l and exp�nse.
�, �1� p�r��n s�raU w��k w�#hirt aix f��t �f a hi�h �oltac�� lirt� wkiF��u� prot��tir�r� h��vin� ��an
ta�€e� �� ��t�ir�e� i� P�r�t�r�ph ��).
D-37 0�11��
D-�8 �,4N17'�I�Y �ACILII"1�� FOI� W�I�iCEI��
����i��c �l#�nli�� is dlrecfed to ��ciior� ����.4 of Pa�t � � �ener�f �on�f�ti�ns �� lhe �on�r�cl.
E7-�� L���L �2E�ATI�N� A��ID RE�P�NSlBILITIE� TQ 7H� �IlBLE�
The �or�lrack�r'� parlic�far al#�r�t��n �s dir�c�e� ta EF�e requiremer�ls of �ectlon ��6-f, �.L�g�l
i�ei�tior�s an# I�espnnsi���liles kn ll�� �ublic" nF �ark �—��r�eral �c�r�dikians nf i#�e �c�nlr��l.
D-�� f�I�F#"f` `i'� �41.�1�1"f
�, �or�!{,�c�af agrees lha� kF�e �1ly shall, ur�tia khe expw�alia� o� �#�R�e� {�} yea�s �fter fi�ai ���rr��r�#
�n�tc�r kl�is c�nlracl t��v� a�cess tc� �n� li�e rigi�l lo examtn� �rtd pht�#�cap� �n�r ��r��cli�
��t��nen� book�. d�ct�tr��nts, p���rs ancf recar�is af kk�e �a�����actor� inv��v�Gtig transac�ions
r���fir�� t� lhis c�r�l�a�l, �or�lr�clor �gr��.;s t���t thc: �il�r shall #��vc �cc�ss durin� naTrn�l
worl�ir�g ha�rs ta a1C n�c�ssary ��ntractor faciliti�s and s�all be pro+rided a��quaE� ��d
��pr�}�riate wbrk s�a�e in oedef to �a�rduc� a�dit� �n �arraplian�e wll�t lf7e pr��rEsi�n� afi fhis
sc�ct��n. The ��ly sl��ll gi�re �or��r��t�� r��s�nabfe �c��ar��;e nat��� �� inter�ded a�dt�s,
B. �oniract�r furth�r a�rees �a inci�xd� in all its s�bcontea�ts #��r�rur�der a provisic�n to ��� aff�ck
kf��l !he �ul�cvniraclor agrees l�rai ihe �iky shall. und�r Et�� expi��#ion �I' �hree {3j }��ar� �fter
f ir�al pa}�me�r,{ un�er �f7� s�ab�ar�trar.r, h�v� �ccess En �r�d lt�e rlg�t to c:x:��x�irte ar�d p�r�toca��
a�y dir�c�ly per�ir��ni boa�s, dacurrt�rrts, pap�rs and r�cor�Js af s�ch su�c�onirackar, anv��ving
�ransacklt�ns lo th� subconlfac#, ��d fur�her, Ihai �Ity �hall hav� aec�s� tf�rir�g �nrtn�l w�rkrr�q
���ur� 2r� �II subc:oniractc�r �a�:lEik��s, anc� sY��ll b� pravjc���i �d�q+��t� �nci a�proprEat� wot�
spac�, in �eder to corrducl au�its in com}�Ei�nce wiEh lh� provisions of ihis articEe iac�e#her wilh
su�se�lioe� (c:� t�ereof. �ii}+ sk�all gEve sub�onlr�rl�r rea�ar�ab�e �dvan�e r��tlr� of ir�k�nded
�udf#s,
C. ��ntrac�ar ,��d subcor�lra�t�r agree �o p�ot�capy �uch d�aur�►��ks as m�y be re����t�d �� th�
�ily. �h� �ik� �grees to r�tmb���se ��r�tracko� a�nd �t��coniracto� far the r,ost� of c��tes �t the
ra#� p�blisha�d in th� T�x�s Admini�tral�ve �od�,
D»4'I I�#�f2��4�� Of� D��F��A�E IIJ C,�I.�A�171`I'I��
The qu�r�liiie� shown in ih� propbsal are approxi�2�t�. It is ih� ��n�ra���f's sol� respt�r�slf�l�ily to
v�riiy �GI pa�+ I#�m c��a�nti�i�� pri�r I� ���rri�iiing a hid.
oa��� S�-�I S
���TC' D # �P��I�L ���#DIT1�1��
W�er� the c�u���tty af !h� ►+��r}c la �e dan� c�r ix��lea`ials lo I3B fLk�f1k5E1�� u�r�er ar�y� pa� rtem �f ihe
conl��c� is more ih�n ��5°l0 of il�� �u�ntt�� sl��ed in Ihe c�r�#r���, wl�el�er s#,�ted by Owner c�r �y
��ntt�cior. lhen ��Cher par��r ta li�e c�nl�ac�. upt�n �er��nd, �fi��li b� onkiEle� #o ne�otia�� �or revised
r,r�nsit��r�kior� oi7 #F�e portion �f worlc abovc� 'E��°!o of the quai�lity ��7 tri� c�r�tr�ct.
Vl+her� l#�� ��artitli� c�f lh� w�rk ko t�e dar�e of �rtat�ri�Es ta be furnis�o� �nd�r �ny pa� iE�t�r+ �f lltie
cantra�t i� less lhan 7'S�lo of lhe t�u�nfi#y �t�#�t� i� �I�e �ontr�c#, wh�thor statcd by �wn�r or b�
�ontractor, fh�n �it#�er p�rE}+ t� t�� c�r�t��ct, u��n d�n��nd, �hal1 l�e er�titl�d to n��otiate f�f revis��
�o�sidera�ion ae� �i�� porti�n of war[� �elaw 7�°l0 or #he quar�tily st�te� le� ti�e C�f1�f�C�. ��11�
para�r�pl� sh�al not a�pl}� kn �he eu�r�� Ow�r�r d�l�t�� � p�y rt�m ir� G�� er�4�re#}+ ft�m fhis con#ra�t,
In lt�� ���r�t C3wrt�� �n�i �ontr�ctor are unabC� !o a�r�e on s�r��otia�ed prrc�. Q�n�r �nd
�ontr��toe �c}r�� that th� �orr�ic�er�itor� will be 1�� �c#��� Ki�ld cos# �f l#�� v�roe� p1�s ��°�a as
des�fiE�ed h�reE� �elaw, agr�ed upon ��} lN�itlfl(� �?� ��"I�' �OC1�i'�C��I' �Il� IJkfBG��� O� D��}��fll�fl� Of
�n�in���ing �r�d �onEra�t�r and Direcl�r of Departm�nt of Eiic�in��rir�g ar�d a�pr�v�d by !h� �I#y
�aur�cil �fter sai�l w�rl� Is compleled, su�ject ta �Ik �ther cond�lions a� t�r� ��ntFa�t_ As us��i ��ereln,
fie�d cost o� i�r� work u�rll� ie��iu�le lf�� ��st of �11 workrr�er�, foreme�. tirrre kee��rs, mecha�ics ae�d
I�bbrers; �CI €nat�ria�s, s�pplies, lf�cEcs. �q�ipm�r�i rer���l for s�c#7 �irne �� a�lu��ly used �n suct�
work only, 4�lus a�l p�w��. fuel, lu�i�i�anls, water an� simliar ���rali�� �x#��nse�; �r7d 2� r���t�le
po�tior� �� �remiurns o� perf�rm2�nc� �n�] ��yment bon�s, �u�lic If�bilily, Wo��Crrs �ornp��rs�#ion
and �II oih�r insu�an�� req�ir�� by I�w �r b�+ �rdinae�ce. The Direc#�f of D�paRm��t o�
�ngineerin� wiEl �ire��t th� forrn in whi�#� the ar.cour�t� �f ��#ual fi�ld cosl wall be kept ar�d will
recomme�r� Rn wrlti�g ihe method of do��rg �he work artid t�� #�p� and kind of equi�ment l� b� �as�d,
bu# s�ci� wo�k w�ll be perFar�ne� by ��}e �aniracEar �s an �r�dep�nd�nt �on�ra�#or ar�d n�k as an
a�ent �r �rnpl�y�e �f the �i#�, 7h� 1�°!� of �h� aclual €ietd cos# lo b� pa�d t� ihe ��nlr��to� shal�
cov�t a�d camp�ns�t� him for profit, overhe2�d. ger�eral su�ervis�on �r�� fi�ld office ��cpen�e, sn�
a11 oth�r �lerrre€�€s o� cost and �x��r�se nol embr�c�d walh�r� lh� �cluai fE�ld cost as he��ir�
spe�lf�ed, Upor� f���Rest, th� ��r�tra�tar �F�all pr�vide li�� �irec#or of Deparl��enl of ��r�in�er�ng
��rass #� al� �cc�uni�, �MIJs a�� v��c�e�s reia�ing �k��r�#o_
f}-4� �LfTT'ING �F COh,1�R�TE
V�13�rr exi���r�g c�n�r�l� i� cu�. ��ch �uis shalt b� r�a�ie wit� a con�r�t� saw_ �I� sav�ir�g �F�all �e
s�bsidi��y t� !h� t�n�t c�s� �� tf�� re�p���ive �#�rr�.
o-a� ��o.���ro�s��r�a,rNon� s��r�
praje�E s�g�s are requlre�# at �!I Ibcations. I# shall b� in ac��rd�r�c� with lh� atE�ch�d �igur� 90
(�al�d �-18���}, 7h� signs may b� mou�te�J or� sk�d� or �o�t�. �#�e �xa�t Eo�cations an� mol�r�ds
of rna�nting shali k�� a�pfo+red b� ih� �n�in�er, In �dt�ilion ko the 4' x 8' �rOJ�C# �1�FE�F p�o�ect s��ns
�I��II �e a1Eac��d �� bar�ic�des used w��re rrtan�ole r�habilit�tion or r�pl��em��l E� bei��
corrducted. �Egn� sus��nd�d �rc�m b�rr��a�fing sl�all ba �lac�d Ir� s�,c� a way that si��� d� n�t
int�rfer� wilh refCec#Ive paint or calari�g �r� kh� faarric�des, ��rrlcade si�ns s�ajl bs in acca�d�rrc�
w+1h ����re ��. ��t���l �h�i Ih�� sh�ll �e 'f'-�" b�+ �'_�" Itt s���. 7F�e infar��tion box s�ra1! h�ve ���
falC�win� information;
�of Qu�sl��ns o� khis Peaject �alf;
��1�}$�'1-�3�� i�.+�-� 7'�� �rrx t� �:�0 p,r�,
�r
(817}871-83�� Nigh�s and VlWe�fc��ds
�,
a��nv��
5�-19
���� � � �����►�� ��r���r��rv�-
�Arry and aCl c�st far the r�q��r�d m���ri�l�, I�,b��, �nd equ�{�me�€ ne�essary f�e l�� �urnis�rn� of �roxe�t
�i�ns sf�aGl k�e considered as a s�bsidi�ry cos� a� th� �rnj�ct �r�d n� ad�lifior�2�l ��m��ns�ri�n +,+�+il! �
all�w��i,
p�4� �Q1������ �I[�EIN,�1.lt �4�JD fJRi1��VfJA`f R�PLA�EMEt�1T
�4t ��cal���s in �he �rr����� w#���e main� are r�qui�ad to be �I�ced u�rder e�cistir�� �rd�wal�Cs �r�dlof
drivewa�rs, such sidewalks arrdJar �rivewa�s sf�aki b� c�mpl�t�ly r��l2�c�d f�r #he full exi�tie�g vuicf#h,
�e��nre�n e�c�skir�g cor�s�ru�ti�� or �xp�nsior� joie�ts wtth 3�00 psi caflcrste wt#h r�inf�r�ing �ke�l o�� a��nd
cusk�i�ir in ac�or�anc� �t+ith �ity of Fo�t V�lqrth �'r�r��pt�r#ation{pu#�lic 1+Vork� Departrn�nt �ta�da�d
����ifica�tio�s f�T ��nstruct�on, atem 5��,
At �ocatian� �n+i�e�e r�ains �re r��uir�d #o be �laced urrder existin� curb and �ut#�r, su�h c�rb and �utk�r
sh�El be repE�ced t� matc#�r t�rp� �nd g�om�try �f #�� rem�v�d �urb and gutteT shall be i�t�talled in
�c�or��r�ce wit� �iiy �F ��r� 3IVorEi� �u#�li� I+Vv��s De���l���nt �tar�d��d �pe�i���tior� �or ��itistr�ctlon,
itefin �0�.
��y�nent f�� �utking, b�cCtfiill, ca�cr�te, forrnl�g materiaEs and all ath�r a�sociate�i ��purte�ances
req�,ited, shal! be incl��e� �n �h� square fo�# pri�� af th�� I�i�l �#em far ��n��et� si�Eewalk or �Iriveway
�epair.
D-4� lYII��ELLAT�EOiJS PLIACEfI�ENT QF M�ITERile1L
l�I�ie�ial h�ts k�e�n �Il�c�t��l �nder v�rious bic� itef�� in the Praposal t� establEsh �r�it prices for
�niscellan��us pl�cam��t s�# mate�ial, These rn�t�r�als sha€I �e us�d �nR� vwl��r� dir��t��! b� th�
Engie�e�r, d�pendi�rg o� fi�ld conditions_ P�y�r��r�l #or rr�isc�llan�ous p���ern�nt of materl�f wil� he made
fnr onk�r tha� a�m�unk �f r71�[��E�I used. �e��ur�d t� �he n��r�st on��t�r�th unit, �'aym�r�t far
masc�lf�neous p���em�nt t�F �at�rial s1�a�f be in �c�vrda�ce �nrith the �enera� �ont�sc# Do�utn��r#s
regardfess of t#�e act�al ainour�t �sed for t�e project,
��48 TYPE "�," ��4�i(�I�.l.
�x�ava#�d material us�ct far Typ� "�,� I�ackf�ll must bc� me��har���alCy c�mpac#�d unl�ss the �ot�tr2�ckor
c�� ��mrsFt the �nc�irY��r +1�rith �at��€actary e�ride�ce �h� I�.I_ crf t�� �xc�vat�d rr�ater�al is less th�n 8.*
��ch evider�ce s�rall be a test �epart from an ir�de�e�rdent tesfin� I�bor�to�+ �r�� must in��ud�
r�pfes�r�tative �arnpl�s of saifs i� afl G�vaRved ar�as, wit� a m�p s#�owin� fhe I�c��i�n �r�d depth of the
v��i�us test t�ol�s_
If �x�auat��l rrNat�ria� i� o�+►ior�sly grar�ul�r in r��ture, c�r�tainin� �iikl� c�r no pla�#i� mai�rial, th� Engir�e�r
rrray waGve the test repork res�uir�menk,
��� �R�.��, ry�� �F��{ �a���f���. ��,a ��,�� �r��,�n �����c�.#�
` Revis�d 31��l�1
'" Re�+ised A�2�l8'f
D�-47� �ftU�W�p �,INl�$T�NE SA��CF�I��.
Wf�er� s�ecified on th� plar�s or dir���sd b� �h� ��gin��r. �r�sh�d �imestor�e shall �� use�l f�r #r�nch
L�a�kfill an Ihis �raject. �`he m�#�Ta�i s�raii �or�form k� I��blic 1Norks �tartdart� ��ecificat�ons #�r �#r��k
and �torMr� �rain ��nskr�ctior� Divisiar� � Jt�m ��8,� - Makeri��� and Diui�i�n � Ikem ���_� � Mat�rials
Sourc�s. Tr�e�ch backfill and �ompac�i�e� s�all me�t tF�e r��ulr�ments vf E�-� ��ccavati�� and �a�kfill,
Constr�ctknr� �p�cifGcata��s, �orfer�l ��ntract Do��rrtents,
a��ax SC-2Q
��l�T D �- �PE�I�L ��f�DIT���I�
I�a�rr�ent for cru�hed lim��fon� bacicfill i� p3a� sh�Gl be r��de �t ��� uni� pei�� bi�f le� �he Pro�osal
�n�1li��ied by �l�e qua,�li�y o[ f�nateri�] us�d m�asur��i in �c�nr�ance w��� C�-�.1� h+leasu�em�r�t a�
C�a�kiilG �,+iak�ri�ls. ��ns�r�,��i�r� �p��3�Eca��ons, �e��ra� ��n�r�cE Doc�ment�,
D-4� 2:27 COlVCRET�
Tr�n��or�alion ��d Public 1Norks D�part�ent �y�ica� s�ctio�s f�� �avetr�en# 2�n� Tr�r��� R��a�r f�r
lJiil�ly �u�s Figur�s � ih�o�gh � refer Eo usin� �:�7 Concreke �� b2�s� rep�ir_ �inc� this caii-aul
�n�i���s the ward "car�c�e�e". kk�e �on��s���l I�kerp�elatiorr �i ih�e T�ansp�tlatian �n� R��I�c 1�orC�s
D��srtm�rrE is that this ra#io spec�fies lw� {�j ��cks �f cc�rnent p�f ���ic yard o� cor�creie.
D-49 TREN�H EJ{CA1fATl�#�, BA�KF�LL, AhlD ��MPA�TI�1�
7rer7c� �x�avali�n arrt� I�ackfiE� �r�d�r parkirtg I�rts, �rivewa�s, c�r�v�l s�rf���d t'��ds, witk��n
��s�n3�n�s, and withir� e�cEsting �r fu#ure R,�.VV, sha�l be in a�carr�an�� wkih ��c�ions �1-� Back#il�
ar�d E�-� Exca�al��n ��r1 ����Sfill [rf ih� �e�re��C �or�tr��t Dacur��nts ae�d �pe�ificatior�s excep! as
sp�c€fie� her�an,
1. TRE�I�I� E7C�Al��4T1C}�V; in accordance wi�h �e�tion C�-2 �xcav�lic�n and Bac�CfiEJ, if lhe s�at�d
r�a�€imurn t�ench +rw�dihs �re e�cc�e[le�, eEtl��r �t�r��gh ac�id�nt or o#h�rwas�. and if #1�e Engine�r
delermi�es �haE t�e cf����n 1�adir��s ot th� pip� will b� �xce�ded, ll�e �anlra�#or +rwill b� r�quir��k to
��p��rt Ihe ��p� w�th �n im�ro�+e� lren�i� batfn�n, Tk�e exp��t�e t�f such re����i�l meas�r�s shall
b� �rnire4y th� �ar�EF�ctor's �wrr. All tr�n�hi�rg �p���ti�ns s�ral� b� ��n�ir��� !o lh� width �f
�ermar�ent rig�ts-v#Rv�ray, �erm��te�# �a��mer�#s. ��ti �r�y t�m�or�ry �a�rslruction �as�m�r�t�, A�i
ex��vaEi�€� s�t��l b� i� �#ri�l carr7plt�r��e with th� Tr��rch �afety �yste�s �pecial �anditk�r� o� t1�is
tlocumenl,
�. TF�E�1�H BA�FCFILL; �ror�ch�s w�rich kie o�t�ide af exislir�g or f�#ure pav�mer7t s�all be
�ac�Cfiil�d ab��+� the tap of the ��bedm�nt m�#er�2�G wilh T�p� .'�'� b�c�fi�! rn�tori�E. Excavated
rr�aterial used far Ty4�e „�„ l�a�kfGll �n�as! #�e mer,h�ni��k1� c�mp�cCed �r�l�ss lh� �ontrack�r can
furnish� #k�e �r�gl��er wl�� saktsf��lc�ry �►�ider��� Eh�l !h� P.l. of th� ex�av�E�d rna�eri�l is Ees� lh�n 8.
Suc� �videnc� sh�E� b� � t��t r�p�r� ffpm an Fr�d�pertd��� t�s#ie�g I��orato�y an[k rnu�# kr��lt��i�
represenl�twve ��rn�k�� of saifs in ��I invalved ar�as, with a rrrap shoxn+�ng i�� IQ��ti�r� �r�d d��tfi� of
lh� �afious ��si Y�o1�s. ]f �xcavated ma�e�i�l is ob�ious�y gr�nul�r �n n�t�r�, �o�tairrir�g 1i�t4� or no
�i��i,� m�i����i, l�re Er�girr�er m�y w�ive Ih� #esl rept�rt �eq�iir�rr��r�#_ �ee �� -2_3, �yp� „�„ �� „D"
�a��Cfril, and ��-�.11 �`��rt�h �2��1tf�ll fnr �ddit���al F���irom�nts. 1�1+1�er� Type „�" back-�ii� m2�le�i��
Is no# ���tak�le. �t �h� dkr��E��n of t�� Eng�n�er, Ty�p� '��" backfi�l rnater�al �h�ll be used, kn ��n�ral,
�11 t��ca�fill �t7aterial f�r tre�7ches in existKng paved stee�#s ��all I�� in o���or�2�r��� wtt� �igu�e A.
��r�d rx�al�rial sp�ci��ed in Fla�,re ,4 �k��U b� �bf�ir��c� lror� �� �ppr��+�d saurc� an� s#�alC co�rsi�k af
�urabae �ar#i�aes f�ee oK tf��r7 �r 21�r�g�t�d pl�ces. Eumps crf cl��, sorl, l�ar�r or vege�ab€e ax�a#ke� a�d
s�r�ll rne�! #k�� foElowing gradatior��
�i�e SEev� "l�, I�e#�ir��d
#��� i0�
Addi#ionally, the ��ushe� lim�skone �m�edm�r�t gradatrpn s�ec3fiad i� �ecEio� �1-3 �ru�l�etl
L.��ne�#ort� �o� �mbedrn�nt of i1�e ��n�ral �ontract D�cuments �r�d ���cif E��iions �h��l �e
re�laced w�lh t�e f�llowl��.
o�r3r3p�p �
S C-�'I
��
PAI�T G� - �PE��AL ��NDITI�NS
s���� sF�� ��� ��r�ir��t
1 " � — - --�
`�l{" �-1 �
+.7l�IF ��'.7V
#4 90-1 �0
�8 ?��-9 �0
Ail ol#��� pr�vi�i�r�� �f ihi�s seckiorr shall rer�-rair� !�e �arrto_
�. Tf�EEd�H �OI�F�A�TIOhl: Al3 trench b��:l�iill sh�l! be plac�d in lifls p�� ��-2_9 Back��ll,
Tr�nch�s whi�h lie �utside exjstir�g ar fuEure ���v�r�ef�l� �hall be �o�pa��ed lo a tnarr�r�urrt of 90o-��
�ta��ard Pr�ct�r p�n�il�r {�+,.�,T.�. DG9B} by mc�ans o� t�rn�ir�g �nly,
Tr�nchc�s whlch Ife und�r �xistir�g �r �ufuf� p�vem�n� �hall be backfifled per Figure A with 95°l�
�tan�ard Proc#or €��nsil� b� j��lir7�. �echan�cal lamping, or ��orr7birt�tic�� of ine�hods, �iackfill
r��t�rial �o be �i�chani�akly t�mp�d mk�st b� +,+wil��n +�4°� of Its op�innum rnoistkj�e ��r�f�n�, �f'��e kop
�wo {2} f��� of sewer lie�� �r�r�ches and CE�� #p� �ighk��n {"18� i�ches of wat�r lie�� r�ay bc� r�ll�d �n
wtt�r h�avy eq�iipm���l tires, prov�ded i� Is pJa�e� In liits ��propr�ate ta tF�e �ater��l bei�rg used and
l�e o�era�ron c�n b� perfarm�d wi�hou� d���ag� fo #�r� insta�lod pipe_
��re �ity. �k il� t�wn ��cper�se, +�+�il! p�efor�n ir�n�h ��rn���#i�r� kes#s p�� A,�.T.l�A. s�a�dards ar� all
Irenct� ba�k#iCl. Ar�y r�l��ting r�q�ir�d a� a r��ul� of ��ilure to �arnpa�# tl�e b��k�ill m�teriai ta meek
Ihs �t�ntl�rds wi�l k�e �l tf�� ex���3�e: af FI�� �o�#ractor and w11E be bi€I�d �l th� c�mrl���ci�l raf�� �s
d�l�rmrt�ed b�+ �he �ity_ Th�se soil dens�ky t�sts sh�ll be perforre��� a� lwo {�) foot +r�rtical i�l�rv���
b��ir��ing �l � I��el [w� ��) feet ab�ve lf�� lop af th� �n�#�kl�d pip� and co��inu�ng k� lhe lop of 1h�
c�Gr�p��t�d t���4tfG�l 2�t Inte�vafs alra�g �#�e l��nch rrat t� �xc�d �0� lln��r f��l, Th� ����r�cic�� wilt
�� resp�nsibl� for �roviding ��c��� 2�nd tte�nch �afety syst�m to lh� I�v�l crf lr�nch �a��flN to �e
���#ed. iVo extra comper�sai��r� wlli �� 2�Ilow�d ior �xposin� #he bacicfill I�yr�r t� �� t�st�d or
providir�g Crench sa€e�y sysl�rr� For tests condu�ted I�� fk�� �ily.
4. A+1�A�UR�ru1�h17 A�D PI1Y1���,IT: ,�ll rrraterial, rncl�df��g an� and al� �'yp�'��'� b��kHll, �r�d
l�k�c�r [;o�l� �# �xcavation anr� E�ac:kfril will kr� �h�l��ded in th� �ric� bid p�r I'tnear f��t of w�#�r ��d
s�wer �i�e,
iV�f�-PAY ITChr1 —1+VA�H�� E���fC:
A�I w�s���J r��ic used far err�bedm�ni or ba�kfill t�r �� o�herwise ��rec#�d by !he Engin�er shall
wash�ti, crus�ti�d skor�e ar�d shaCl me�# th� �oElowing gr�d2�l�nn �nd abra�ian; �Actual wask�ing not
req�air�d if gradatioi� is m�[�
Sieve Size
�.�
�� ��
3�8��
#�4
#8
�/o Ret�ined
Q
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9��1 QQ
95-� ��
Los A�geGes A�rasiori Tes#: �U°lfi l�axirx�urr� weaf per A,�.T.M. Desigr��tion �-��'I.
���o � S C-� 2
P�F�T � - �P����L ���1D��I�N�
a-�� ��a�r�n+��r�� ������ ���,��}
Th� �x�rit �ri�e �id ur�der ��� a�propr�a#� bid kl�rn �� lh� propas�l sha�l �ov�r �Jl casi �or pfiavidi�g
p�v�men# repa�� �qu�! �o or sup�rior �r� ��MYt�osi��on, lhickn�ss. �t�., Ev exisG�r� p�verrrenl as
detaiEe� ir� the �ublic W�rks E����rtmen� t���c�l ���t�o�� for Pav�mcant ��rd Trenc�i �e�air ior Utilily
�uis. �igure� 1 lhrc�ug� 5.
All r�€��trec� ��vs�g cuts sh�al! b� rn�d� wi�h a c�nc��t� saw in � lr�e and s€raight �ir�� �r� bolF� sEd�s
�f th� #�c���a�� a minimum o� tw��ve �7�} i�ches �uEside tk�e �F�r��h w�Jls. Tt�e #��c#� shall b�
bacicfill�d a€�d It�e ��p r��ne (9} ir�ches sF��ll k�e fil�e� wili� req��r�d n��te�i��s as shown on paving
de#ails,. c�mpa�ked and ke►�el u+i�F� Eh� finish�d slre�t su�€��, This fin�shed �r��e sha�l b�
m�ir�lained in � s�rv�ce�k�l� �o��dt�ion �nill the p�vir�� k��s ��er� e�p�ac�d. AE1 res�derr�i�l dr��rew�ys
shall b� �cc���i�le �l rtit�Y�� and �v�r �+o�k�r�ds_
fl h�s b�er� detefrnir�ed by �he T�2��sporl�tion �nd Publi� Warks Deparlr�ent lhai the s#r�p o�
exas#�ng I��l+1A� p�ver���r�E b�lw�en lF�� �xis�ie�g �uE#e� and the e�ge of kF�e trer�ch pavemenl r���ar
wilC n�k i�oltl u� if �a��h stri� o� �xas�ir�t� �a�emanl is kwo ��} fee� a� Gess In wEdlY�.
Therefior�, at the localions in #I�e prr����l wf7ere !�� #r�nc� wali is thr�e {�� ��c�t or less from tl�e lip
pf l�re �x�sling �+�tler, khe ��nirac��r sl��ll be r�quir�d t� ��mov� tE�e �xisting pavin� to skach gu���r.
7h� �ave�en� r�p�ir �h��l �hcn b� made from a n�inrr��rra d�skartce of �vw�lve {1�} kr�ch�� ��ls�d�
!h� tr�r�ch ►vall n�af�si th� center a� t�e st�e�l �� lhe gul#er iir��.
Ti�e p,�vemar�t �k�2�fl �e r�pl�c�d wi[ftiit� a maxirr�um of ��+e �5� v�rorkir�g days, providirt� j�b
p�ac�rra�n# ��r�dilEor�s �ru+ll p�;rmil r�pavir�g_ I� paving �o�dE�i�r�s ar� ��f su�i�ble ft�r r���ving. ir� ihe
Opl�li�l� Of t�1� Ow�ti�r, th� r���v�ng sk�all be d�rte at #he earlies� p�ssible d��e,
,4 p�rfnil n�usl b� �blaf��d fe�m #��e L1epa�frn��# of �ngkne�ering ��r�st�uction ��rvEce�s ��ction by
!h� ��n�raci�r In conforrn��ce wikl� Ordin�nce No, �4d$ anc�Jor Qrdin���� No_ 7�� t� r�ake ulilkty
c�ts in khe s�reet, �I�e D�p�rkmenl �f �n�ar���ring will in��ect �hc p�vi��� �epaFr a�ier consEeu�#ion.
�his p�rmR# r��uiremet�t m�� t�� vt+aEv�d if work is b�ing ���e �ndee a Perf�r�nar��� �ortd �rr[�
ir��pe�te� b� �1�� D���rtm�r�t o� Engin��ring.
D-�� �'F���1�H ��4��Tlf �Y�7Ei�J FOR WATE#� DEPI�IRTMENT PR�JE�T� �I�LI'
A�_ ���l��AL, This ��ecff«a#ror� covers #he lrench safe��r r�qulr��r�nEs �or �11 #r�n� ex�a��tions
exc�e��n� d�plh of �iv� {�j leet i�t orde� E� prot�ct worke�s feom cavc-ins_ Tt�o req�ir�ments of
kl�Is ilem c�o�er� all kr�nc�es f�r rr��tn�. m�r�hofes, vaul�s, servic� lin�s, ar�d �II athar
��p��r��nanc�s. it�� d�s��n far �h� tr�nch safely s�ra11 be s�gne� �nd se�l�d k�y � E�eg�ste��d
�ro����ic�r��i �n�in��r �icer��ea In Texas,
B_ �TA�lDARDS; The lat�st ver�i�n of fhe U,S. Degartmer�t af Labar,
Heal�h 1�d�ir�istratRon S#2�nd���is, �9 �FR Parl 1��6, �ub�ParC i� -
m�de a par! of khis �pecif'rc:atian �nd �hall be the mirrirn�m y�v��n�n
saf�#�r,
�. pEFINI�J��t�:
Occupa�ional �a��ty and
Exravaiir�ns, ��� h�reb�r
g r�c�ufremenls �o� #r�nc�
1. TR��1��i�S - l� t��n�� is r�f�ri'�d I� as a e�arrov�r excav�#ion rr�ad� b�low t#�e su�face �f the
ground tn whic#� th� depth €s g�eater kh�n #he wid#h. w��re k�� widih m�a�ured �t khe
boi�arn �� �rol greatef ihar� fifk��rt �75) fe�t_
f1�3� f ��-� �
P�►F�T D � �PE���L ��iVDITI���
�_ B�AI�HII�C; �1*��'�iu� - ��n�:kting r��ar�s ex�avaEin� !�e �id�s af � Er�r��h t� �t�rrrt �n� �r �
seeE�s vf h���z�n��! lev�! or ���p�. ��u�lly w�kh verER�al ar n�ar�ver���al s�rf�ces �etwe�n
�evels.
�_ �LDF'i�#� �Y�T�A+1 - ���pt�g me�ns �xcava�E�rg to �or�ti sid�� �f � �r�nch lhat ar� in�lir�e�t
�u+�� from kh� ��c���lion.
4. �HIELD �Y�T�A+i - �F�i�l�� �a��d ir� Iren[�i��s �r� gene�a�ly re��re�� �o �s "ir�rr�Fr b��€es" oT
'�trench shie�ds", �#�i�l� m�ans a steuctur� #]7�[ �� ��le lo wilhsl�nd Ihe Farce� impased or� i�
f�y a cave-ir� ar�d prole�k w�rkers wi�h�r� the sl��rclur�. ��ields �2�n b� ��rm�n�n! skruc�ur�s
�r ��r� be d�sic�n�d !o b� porta�k� �r�� n-E�ve alor�g as the work pr�gr�s��s_ ��r�eld� ��n t�e
ell��r �r�-man�f��t�re� �r job-built �r� ac�ardanca with O�HA stae�dar�s,
5_ �#�I�F�Ii�� �Y�T�M -��rar�r�� �r�ear�s a str�cl�r� such a� � m�iaM i�ydr�uli�, �e�l��t7i��1 or
lirr��t sysl�m Ih�t ��p��rEs l��e sid�s o� ,� l�ench ae�d w�i�h Is desit�ne� ta pre�r��t ca�r�Yin�_
�h�rin� systc��s �r� gan�raE3y cor�prise�i o� ��oss-br�ces, ve�i�cal raifs, {u�ri��rl�},
horizonlal r�ils �wales} and��r s�eeting,
D. [1�����.Jf�ENi��T - Tr�r�ch d��ih is �he ►�ertir�l rne�sur�r���t frorn ll�� C�p o� the �xistin�
�round tt� �h� bo�knm of lh� pape or stru�:tures. T�rc �u�nli�� of #r�ra�:�r s�f�i� �ys�em� �h�11 t�e
�as�d �fi i�� lin��f fo�C �r�ount af tr����� de{rl� gre�ter �han �iv� ��) f��i,
�. �Io1Yh+fENT - Pay�nent shall be fu�l c�mp�ns�ti�n f�r �2fety �y�E�� d�sign, la�or. k��ls,
rn�#eri�ls. �q��lp�er�l a�ti In���ler�fal� ne��ss�ry fo� lh� inst�llalion �I�d ��molr�l t�l lr�R1Ch safety
syst�rns,
D-�� �A�fVITA�I� ��1N�#� 14�ANH�L��
�4. ��N��AL, T�� insl�lE�lion, �epl�cem�r�i. �n[f��r rehabJfi���lon nf sarrilar}+ s�w�r manl�ol�s w�l!
b� re�uir�d as sha+�+n �n tha piar�s, �r�dJor as de��ri��d i� th�ss �pecial C:or�lracl Doc�menis
ir� ��c�r#ion ko t�ose �acated ir� Ih� field ar�d id�rrlifE�d �y t�r� Er�qinecr. Aaf �rr�nholes �hall be in
ac�or�f�r��� witl� ����i��s �1-i4� Naa#eri�l� for �a��tary �ewer A+ian�alos, 11a��� 1laults, �lc_, �r►c#
�2-�4 Va�lt a��d �ani�a3� �or�siruction �f fh� �e�r���l �c��ttract D�c�rn�nts and �p�cificaiiarrs,
�nless ame�eled or supe�s��ed by r�qurr�menis �f tE�l� ���c:��l �c�nc��Ri�n.
1, �O�1�RET� C��.1��11��; ��r��rete ��Ifars will b� requ�red on all rnanholes �p.ecifi�d as po�
�igure '�2�,
�_ WATE�TI�HT A+SA�VH�I�� I��C�T�; UVaterl�gh� g�sk�t�rd mar�hol� 113SL�'f�S shal� b�
inst�3led ir� �II sanik�ry sew�r mar�hol��, Inserl� �h�ll #�� o��str�ct�� in �ccard�nc� with
���t V�orl�h Wat�r Depar#rnent �tandard ��Q4-A �nd �I��EI be filled 2�nd Er�stalled accv�ding
to kl�� rr��n�fa�4u�'er'� recvmme�dations, �tai�l�ss ����I ma��ole ins�rls �fn�il be r�q�kr�d
�ar aIM �Ipe� diamet��s ��" �r�d g��t�r.
3. LI�T k-l��E�; A!I ilft t��lc�s shalf be �fu�ge�i wi�h � pr�-c�st ��cre�e plug, Th� Ilfl �rol� shafl
be s�aied on lhe o�xtside of the rrrar��role with f�arr�Y�1elc or �n ��pr��r�� e���� �e�far��, Ti�e
�ift hol� �#��If �}� sea�et� o� �h� ir�side of the �rFanh�io wi�h �{�i�k s�l#rng �.emer�t groui,
�, �'I�lAL RIM E�EVATE�IV�: f�Aar�k�pl� rirr�s ir� ��rkw�y�, ��wn� and ot#�er im�r�v�d �ands
shall be at an �fevati�n �rat maf� than �n� ��j nor ��ss ���r� or�e,h�l� {iJ�) i�ch a�ove th�
�urr����ding grour�d, ��.�k�i�l �h�ll �rovi�e a unif�rm slop� frorr� t�� l�p oi mar�ha[e ��sling
for noi I�s� C[��n l��r�� {�} f��i e��h dir�ciit�n tt� ��[�#ing �fni�F� ��ad� of ��re gro��d. Th�
�a�3�r�r ��-��
PA�F�T D - ��'E�IAL ����IT��f��
grade o� all s�rfaces sh�lE �e cYteclt�d �a� prap�r sl�pe �n� ��ade #�y str�n� Jlnin� ihe �nl�r�
��ea regard�� n�ar t�� maT7h�l�,
�1�n�t�les In �per� fi��tis, un�mprove� I�nd, �r dr��na�e c�urs�s s�all �� �� �n �I[�vation
�hown �n t�e �rawi�t�s �r �in�rrMurr� oi � iG��h�s abov� gra�e.
�_ �riAh1�IOL� ��VER�; All Ikds sh�ll have pick sEots in IEeu of p�c� ho��s. N1ar�Yr�l� frafnes
a��d covers s�a�l be �k+l��i[�l�Y, Ty+p� �l, wilF� sn�e€�t�d t�� ��sign, or �qual, with pfck s�t�#�.
�overs sh�ll s�# �lusl� vu�lh th� ri�r� o� lhe firart�� �nd sh�ll h�v� no lar�ar ina� 1�� ir�ch g��
betwcen lhe rrarne a�d �ov�r. Be�ring s��rfa�e� �h��l b� in�chie�e finlshe�i, l.a�k�r�g
rn�r�fi�ol� lids �r�d fram�s w�ll be restricic;d t� lo�a�ior�s wi�hi� th� �t0�-�+�ar fkaodpi�ir� a���
areas s���ificaliy desigr��ted �n I�re p1���s_ ��rEsir�#��d �}iac�i�� Iron N��r�h�lc� Li�s ar��
Frames are s�ceplabl� €ar us� w1x�r� tocking 1Eds ��e �pe�iii�d,
�. ��-I��l.�1N �O�VE fUlAA3H��.E�: �h��l�w manhal� �o�rs�r�cE��n wikl k�e �ased w��n m�nhole
���#h is f�u� ��) f�e� or les�, �1�1 s#��Il�vw c�r�o man�o�e� sh2�ll be built in ac�ordance vuGth
Flgu�e ���. �Il sh�ll�w �one �nanholes sk�alC �a�a 2�a�l iro� lid ar�d itame with ��ck sfot�.
f��7-I�; h�AiVH�L�� P�R FI�UR� 10� 1+�+Il�L f��T �3� A�L�W��,
7_ N1�NH�LE �T�I��; h10 m�nhol� �te�s �re to be ir��talk�ti �n 2�ny ��nl��ry ��w�r manE��le,
9, E}�T�RI�R �UF�FA�E ���,TIN�; E�cl�rior sur��ce� �f all mar�hal�s s�all l�e �o�#e�i with
lwo rr�o� ��ats of caal tar �Qoxy, k(o�pers "��lur��s[ic �u�e� �ervi�e Blacl�" �nerr�ec "46-
��� H�av� Tn�m�co1,�. a� eq�aa� #o, a �ninimum �r �� mils �ry fikm Ihicl�ne�s.
�, fviAh3HOLE JOIIVT ����Ih��� A�II interiar ��d��� �xleri�r j�irets on �oe�crete m�r�ho1�
se�#io�s �or�����cke� for �h� �il�+ of ��r# Warlh Wa�er D�pa�tm�r�t, �xcEu�iflg on�y ll�� join�s
using a trapped l�pe p�rformed ��ring rubb�r �s�i��t shall r�quir� Balu�nasfkc �aRr�t s�a�anis
as p�r Figure N�,
This sealae�t s�all be pr�-forme� �rid Irow��abl� Bilum�st�� �� marru�ac�ure� by K�nt��eal,
Ram-i�l�E�, E�� �ii�k. �r equal_ Th� joir�i se�l�r �h�lk be �upplicd i� eithe� exlrud�d pip�
f�rrr� or suika�Me ��o�s-secfior��i a�ea �r fl�#-�ape �r7d shall b� si��d as rec�mr���t��[f b� IM�
�rtan�fa�i�rer �n� ap�rov�d t�y EE�e �ng�ri2er. The jnlnt s�aier s�all b� pr�t��l�d b}� a
s�it�ble r��nov�ble wra}�p�r �r�d sn�ll n�l ir� an�r vua�+ deper�d ��� oxitl�lior�, evaporation. ar
��ry �#fi��r �t�r��na�al acli�� fc�r ei�h�r k#s a�h�sive properties t�r cohesiv� slreng#h, The J�irti
sealer s��ll r�m2�in ko#��ly fE�xible wiiho�# shrink���. h�rci�ning, of oxid�zin� r��2�rdl��� o�
#�e i�n�kh� �� #irri� €t is �xposed #o Ihe ele�ne��s, Tt�� r�an��actur�r sh2�41 fu�ni�h �n affida�ri�
�Et�s�kng to th� succes�fui use af tY�e prodt�cE �s � pr�-form�d Fl�xkk�le joir�# s��Rant an
c��cr�te ��p� and manht�le se�Efons f�r � period o� a# le��� five y+e�r�_
B. EXE�UTIOfV:
IIV�TALLATI�f� O� J�IfVT S�AL�11�lT= ��ch ��ade a�ju�t��r�t ring �nd rnar��ole� fram�
sh�l� b� se��ad wilh Ih� �b�v� s�e�ifi�d r�alerlals. All s�rrf�ces t� i�� ar� cor�taci wilh khe
jaint s�aEant sh�aKl b� #horoughfy cl��n�d af dir#. sa�d. m�d, �r oih�� ��r�igr� rr�at��r, A
�rirn�r sha�l b� 2�ppli��! t� �!I s�r�ac�s privr ta instalkir�g t�� j�int s�alar�t In �ccord�nce wikh
Ihe rec�r�rm�nd�lions by lF�e r�a�a��f��#urer_ Th� pratecti+r� wra�per sh�ll r�ttti�ir� or� the
��In� s��l�n! �ntil ifnmerJialely prRor �o #}�e plac�r�e�# af EE�e �ipe ir� l�te lro�ch. Afft�r r��roval
of #h� prol��live wr�ppr�r, �#�e ��int sealant shall be kep# cle��. In�t�IJ fra�nes a�rd cover
ov�f rr��nhole �p�ning v�,+ith #he baEiorn �f #77� r�ngs r��ti�rg on Blturr�astic j�in� se�ler,
����� SC-25
P�F�T D � �P��IAL ��NDI1`I�I��
Frarr,�s ��c� g�ad� rir�gs srraEl rest �n two {�} raws �insic�� and �ulsid�) of Bltumasiic J�Ink
sea���.
�. ��AL,IN� I4�1DfQR �ID,3U�T1�1� C�I�TEI�� �v1AEV�-10�LE5: �x�a�+�te {recl�ng�lar full d��lh
��w c;ul if ir� �r�verr��r3E� a�J�ce�rt �o the manhol� to �x��so lh� �n��r� rrianF�t�ae frarr�� �nd a�
r�ir�irr�t�rn t�f F� ir��l�e� of ��� m�nl�ole wall �C�eping the sid�s �f th� lr�nch nea�`I� �ertical.
R�mov� ir�anh�l� ff�me €ram lh� rri�nhal� �#ructure an� obs�rv� Ek�� coridfli�� q� th� �r�rn�
2��d grad� nngs. Ar�y irame ❑r gr��le �Ing Ck��� Is no# ��il�ble f�r use �s d�t�rmirr�;� by t#�r�
��gin�er s�rall t�� re�Ca�ed. �rade rir��s lh�t �« consir�c;��d of E�ri��, blac�C m�t�rials oll�et
tf7�r� �re-���� �oncr�k� �Ing�, ar wY�er� nec�s�ary �n� �p�rov��} b� Ih� �n�i�Eeer. shall �e
rcpl�ccd u+itlti a pre����E i]�tt�p �e�€i�n. Pre-c�st �r�cr�te rir�gs. or a preYr.�s! cor��rel�
fl�El�p ��ctio� wHf be lh� anly at���strrr�nls akl�w�d,
Ir� brlck �r bl�c�C rx�ar7lic�l��, r�pta�� the upper p�rl�ion of li�� mank�oEe to a p��nt �� in�h��s
below ti�� frame_ If tho wak�� vr �one �ectior� k�elow t�is I�vei ar� structufall� unsour�d, r��tify
ti�t� �r�gineer prior �o replacemertt o� lh� ��ade rings ��d ��r7hc3Ee frarr��, �xls�E�g
brickwork, i[ rlar���ged b� ll�� �orttr��t��. sha�J b� f��lac�d al Ch� �on�ra�:k��'s �xp�r�s�,
1Nir� brush manh�l� �f�m� and exposed rn�nh�C� ��rf�c�� ta remov� dirt and C�as� d�bris,
���1 expas�d m�n#�c�l� surf�c�s +rwiti� an approved bondin� a�er�t fpllpw�d by an �ppli��iion
of a��ick s�llir�g 1�ydraulic c�mer�l to prc�vid� ;� �m�i� warkang sr�rfac�,
14 [h� ir��id2 diameter of ��e m�nhole is �oo lar�� to saf�ly s�p��rt r7�+nr 2�dj��trner�� r��gs or
fram�s, � fE�1 lo� s���ion shall be In�talle�,
Jainf surfac�s b�tw��n the fr�rt���T �dj+�ssm��i �ir�gs, and c�n� s�cti�n sF��11 be free �f �Eir�,
sk�n�s, �ebris a�d va�ds t� c�ns�r� a waie��iigh� seal, pEac� flexi��e g�s3cet j�Gnl rnatetial
�I�r�c� the inside and ��ts�de ��ge af c���h j�i�#� �r u�� l��w�la#�le rnalerial in lieu of pre-
fpr�r��d g�sk�l m�ter��l. ���ikE�n th� �ul# joint of �ach I�r�gt�� c�f j�ink rrralerial �n apposite
sid�s �,f �3�e ��f�t�ol�_ �p �t��l ���ims, wo�d. stan�s, or an�r mate�i�i +��t sp�cifir.�il�
scc�pt�� b�+ l�� �ngEn�or may b� u��� Et� nplain €ir�a� surface olevatian oi lh� m�Mtihol�
fra�e.
Ir� pav�r# �reas or f��ure ��v�� �r��s, ca�#ing� sh�f! k�� instalM�d b� using � str�ig#�t er�ge
n�t les� than ter� {�I Q) f��# lorrg so th�# lh� Er�p �� ll�� c:�sl�rrg wRil coni�rm lo Rh� slope and
fi�is� �Iev�U��� �f tk�e ��ved surface. The io� of �r�e c�stir�� sf7all t�� 'l!8 inch betow i�e
f�nisl��d �le�v�E��rti, All�w�r�c;�� far ��re c�m��re�ssion af l�re �oini mal�R�i�l s��,lh t�� m��,d� la
a�sur� a pra�er fn�l yrad� cl�v�li�r�_
3_ EXPO��p ��7�Rf�R �UF������: ACI expose� �xterior sur��ces sh�IC be ca�t�d wilh i�vo
mop �oat� of �a�l #ar epoxy. �{op{��r "�itum��klc �uper �ervic� BJ�ck"; Tn��ri�c "4fi�4�a
Heavy Tnemeco!", ot �qu��, !a a minimum r�f 14 mils dry film thic�ness,
�. 'f h� �xl�rior s�rf2c� c�� ��I p��-cast section jaints shall b� tht�r�r�ghl}r �le�ned with � t�+i��
br�sh �nd t�er� w�t�rpra�i��# �+ith a 1��-ir��h EE��ck co�! o� Iro�re�eble �il��r��a�tic joirtt se�l�nt
fr�rrt fi�lnch�s b�lc�w lo �-�nc��� abo�+e �h� jr�in�. Th� �oaled �oir�l shall th�n b� wrapp�� �+'tth
6 rnil pl�sti� t� prr�tect th� seafar�t fe�m d�mag� durin� b�ckfilEing.
�_ MEA�UR�iv���17 �tVl] P�,1�h+1EhiT; �`he pri�� brd for n�w manl�ol� ins��llali�ns si��l[ iric:lu�� �II
tabar, e�uipr�ienf, �nd rr��l�ri�l� �ec��s2�F'y fc�r cor��#ru��lt�n o� Ihe manh�la �r��ludin�, but r�o�
li�rt�ke� to, ��inl s�ali�rg, lift h�C� ssalir�g and r�xiori�r sur���� �o�lkn�, Paymen# shall n�t fnclude
p��+�rr�ertt rep��c�rnenE, wf�ich If req�ir�d, sha4f b� �aid s�pa�a#el�.
��ar�ro7 ��-�fi
I�A�I�� � - ��E�IA�L ��NDIT��I�� r
l"h� }�ric� bid for e�coe�strucxia� o� �xisti�� m��rt�[ales ���il in�:l��e al� Eabor �qu�pmeni and
Fx��t�rkals r��ces�ary ft�t cans�ruc���r� of r��w r���nhol�. �n�Eudir�c�, but e�o� lirriiled Eo. ex����tior7,
ba�icfiEl, dGspos�C bf i���e�i��s, join� ss�E�ng, Gfi hc�l� seal�r�� and �xte�i�r �ur��c� co�tirt�,
Paymen� sh�ll nc�� �r�ckuti� pav���n! r�pla��r-n�nt, wh�ci� a� re�uired. sh�A b� pai� s�paratek�+,
Ti�e �ri�e bEd for ��jusEii�g and{or s�ali�rg af ex�sl�ng mar�h���s ���II i�clud� �tl i�bor, equipm�nt
�nd rn�t�ri�Es n����sary f�r �d�usting ae�d��r se�li�g l#�e m�r�����, in�lt�di�r� b�t r��� Gmited �o,
jt�ir�t s�alir�g, 1lfthol� �ealir�g, �nd ex#erior s�rf�c� ���ii�g.
Pa�ment for ��n�re#� c�oll�rs wtll be rr�ad� per �ach, P��+m��t for m�nh�1� k�s��ts wiii be rr�a�e
per �a��7,
D��� �Ah11T�IRY ��WE#� �ERV�C��
��}� r�cor�n�cti�rr, relocatiorr, re-ro�tes, �e��acemenk. or new s2rtrtary �ew�r s�rvice s�rall �e
rec�uir�d as s�rown o� Ihe }�lan�, �n��or �s descr�b�d in t�es� �p��ial ���rka�# E7oc�m�nts in
addttlan t� those kt�ca#�d irs khe fi�l�l an�i i�ler�ti�i�d by tn� �ngin�er �s �c#i�� sew�rt taps_ The
servi�e �or�n��ii�ns s��l� b� c�r�s{ruc�c�d b�r the �anlrackor uti�Rzing si����rd i�ctory mar�ufaclur�d
����_ �kty a�pr�vc� f�c#ory m�nufactu��d saddle #aps m��r �� u�e�, but ��rly as di�ected b}� the
�ngine�r_ The decEsi�r� io �se saddle t�ps �s appos�ct to t�es st�a�l be rr�ade a� a c2�se b� ��s�
t�asis. The ��nlr�c��� sh�ll l�e �`��p�r�sibl� far c�a�drr�ating ll�e scl�edufi�rg of ���pping �t�ws w�th
buGldir�g t�wn��� �nrJ lh� ��rgln��r ir� or��r th�t �h� work !�� perforrn�d ir� �iti e�cp�ditious manr�er. A
minimum �f �4 ho�rs a�iv�r�c� r�atice sl�al� k�e gi�+en w��n l�ps w�ll be r�quir�d, �evered �ervi��
�onr��ctions s#�all be ma�ntained as specified iR� s��Ei�n ��-�.1�,
A. ��W EF� ���Vk�� R���I�N��TIO�1; 1�+�r�n sew�r servic� ��c��n�c�ron is called for the
�onfra�E�t �h�ll verk�c�lly �djt�st th� �xistie�g sewer seru��e lin� �� r�c�uired ��r r����n�ctaa�
�nc� �urnish � new tap_ TE�� fittings used f�r ve�[ic�l �dJu�trn�n� sfi�ail ��nsrsi of � maxirnum
ber�d of �� d�gre�s_ T�� #ap sh�ll be 1��2�k��i �a �s io lit�e �p with the sarvic� lir�� a�d �v�id
2ny I�ori�onla! a�justm�r�l, Fo� o�e� c�t 2��pl�c�lr�n�. �ll s�nitary s�w�r ser3.+ice li�res s�r2�ll b�
��pl�c�d t� ��� pra�eTly or ��s�r��en# l�ne, ar �s dir�cted b}� #he E��ganeer, ��rii#�ry �ew�r
services or� �ewe�s b�'trtg r����biiit�E�d �si�c� p�po �nlafg�mer�t rrKekhads sh�ll b� r��lac�d 1r�
��e �r�p�rty �r e���r��r�t line or as direci�d by tl�e �e�gir�eeT. �roce�ur�s fisted �eiaw for
Sew�r ��rva�e Repl�cerx��nt shall be �c�hered l� for lh� in�#�IlaEion �f �r��r s�wer s�rv�ce line
ir��iu�ir�g lh� ii��iderrtal fou� �4� �e�i �� se�vice llne whi�� is rr�cl�d�d in the pr�c� bid �br ��nifiary
��wer Taps_ Pa�rme�r! For work s�ch a� b�ckfi�l, sad�il�s, t�es, fitlir�gs ir�ciderr#�I #our ��� feet of
s�rvico line arrd �II �#her 2��saciated a�purtc�nances re��ired sfn�ll l�e in�l�d�d In t�e price ��d
for �anit�ry ��w�r T��s_
B. ��UV�R ��Rlll�� R�PLA�EA+1��T: Ala b�xildir�g s�wer servG�e� en���nk�r�d during
cor�str�xc#ian sh�ll be �cijusted ar���or r��lace� b�r the �o�tra�#�� �� di�ecled by' �1�� Engin�er as
r�q�ire� f�� khe c�r�rt��tion �f the �ewer s�r�+i�� Ilne, Ri l�e ��wer �ervic� li�re is in �u��
C4rldiEior� �r �djuSlrrteni r�ecess'li�#�� i}�e C��I�C�rrk�t�f of il�� sow�� s�rv�c� li�e, all woric s#��EI be
per�or�e�! �}� a C3c�nsed gE�r�ber, �h� �en�th �f #h� replac�m��rl sh�IJ �� de��rmir��d �� Ih�
Engin��t_ Afl s�wer �ervi��� �halk b� inst�€le� �1 � rninimu�n �� two (2} p�rcenk ����� �r ��
appr�ved hy the E�gir�ee�. ��t�n�ciion to ih� �xisiing �e+nrar ser+�i�� lir�� sh�aGl �e madc wrth
appfo�rR�te �dapt�r filt�r�g_ Th� f€t�ing sF��IE �e a u��#k��ne or r��o�r�r�e ca�plin� A_�.T,�+1. �-��5
w�t�r series 30� s�alG���ss s�eei �ari�pres�ic�n s#ra�s.
Th� cantractor shalf �tiEi�� sch�d�l� 4� P11� for a11 sanitary sewe� �r�rv��e re�routes or
reloca#i�ns lacated on priv�t� �r�pert�r, Fur#i�e���ee, tk�� cor�kraclor shall �t�Ki�� fhe s�rvi�es of
a licensetl p1���Y�e� for all s�rvice Ilh� +1���E� �11 prll+at� prop�rt�_ Pormit�s} must be �btair�er�
frorrr tk�� �i��r �f Fa�i Wv�h Developrrtient D��artm�rrt �or all servlce ��ne w�r�C on priva�e
oa���u�7 � ���7
P��T C] - �P��IA� ��I�DITI�IV�
pr�pe�ly �r�d afl service line wor�€ �r� priv�#e prbperly n�us� be approved b�+ ���ty �rf Fort �+Vorth
Plur�bin� 1r�sp�c�or_
Pa}+m�n� f�r w�rk ar�d rri�i�ri�Es s�cl7 as backfifl, pipe fil�ings, �ur#a�e restaration on pr�vate�
pto�erty (to rnatch �xis�i��}, �nd a�l ��her associa��d worlc for s�rvi�e �ep��ceme�ts in exce�s
�f �our ��1 }�i��ar fee� shall b� inciud�� ir� ihe I€ne�� �ooi pr�ce bid for s�nit�ry sew�r sefivice �ir�a
r�paacemeri� on prlv��e p�o�e�ty or pu�ii� ri�}�! a� w�y, P�yGner�t for all worlc �nd m�l�r�a!
invoiving #�e "E��" �f��lf k�e inc�u��d i� the ��ic� bid f�r s��ti��ry se�wer servic� #�p�.
D-�� I��T 1����
El-�5 F�EMOVIoIL, SA�,ll�4�a�, A�I� �4�AN�0#�k1��NT OF �J{E�TI[VC ��4��LIT1E�
An� ram��rat� saE�r�ging �nd�or abandonrn�rrt of �x�s�rr7g ���ililies will nec�ssarily bc rcquired ��
shov�+n �fl lh� pJar�s. �n��or d�s�ribe�{ irt ��ese �pecEal �onir�ct C��c;ur��n�s �n a[€dilion �o tho��
lo�at�[i in �M� �ield an� identi��ecl b�r lh� �ngir���r. �'ht� w�r#� s�rall b� d�r�e in ��cvrt�a�c� with
�e�tian �2-9.� ��Ev�girtg �f I�ater€al and �4�_7 Removirtg F'a�e, of the �ec�er�� ��ntfacl
E�ocurne�ts and �pe�ifica�i�r�s. �r�l�ss �me�d�d ar supors�d�d k�� ret�u���me�t� �f thrs Sp�ciaC
��riciit��r�.
A. �ALIIA�E �F ��I�TIN� 1Nl��f'Ei� �+I���R l�h�D fV��TER B��C: Exisling rv�t�r m�t�r an� m�l�r
box �halE he roma+r�d and relurR��� ic� ##�� Water De�artrr�or�t w�reho��� b}+ t�e ��ntractoF i�r
a�o�rd�nc� with �ection E�-�.5 �alvagfng �f N1�keri2�l�,
B, �AL�/A�� �3F �}[I�TIN� 1�l�Ifi�R N1�T�i� A�1D ���f�I��T� 11�QUL.'� �.I�}; Ex�s�kn� wat�r
met�r an� con�r�#� v�ul� Jid sh�li kr� remove� �nd r�turn�d #o i}�e Wa#er C��par#menC
w2�r�h�u�� �y the �o�tra�tar ir� a�corc��rtce wlkh �eclio� ���1,5 �aivagifi7� �f �x+later�2�ks. T��
�on�r�le v2�u�t s�aCl be ��molis�red in pl�ce to a poin# r�o# I�ss t�aa� 18 inches t��low fin�l c���d�,
Th� c�ncr��� v�ull sh�ll lhen k�e l�a��Cfrl�ed �nd corr�p��.l�±d In ��cnrdar�ce wilh ba�kf�IJ m�Ehod
�s �per.i�l��t r� S�ct��r� ��-�_� 82���Cfilq. Backfill �nat�Ti�l sh�li b� �ur#�ble excava�ed mat�rial
��rproved b� Ch� �r�gin��f, Suri��� r�slor�t��n shaH b� comparible wi�h �xisting su�r��ndtng
�urfa�� �n�l �r�de,
�, �ALVA�� OF' E}CI�1'IN� FI�1� hGYDRII�I��; �x�sti�g fir� h}�d��r��� s�rall b� r�r�av�d �n�
r�k�r�r�ed to lhe Wat�r Dr�parlrr��r�l w�r����us� b� �he �onlraclor ir� acc�rd�nc� w�th �ection
��-1,� ��Ivagin� �� Nq:�torkals, `�he voi�i shalr be b��k#iN�d �nd compact�d in ac��rd�n�e wtth
ba�kflll m�th�cf �s ��e�R��ed Ir� �ectfan E�-�.9 Backfill_ B�ckfill m�Cerial shakl be suitabl�F
exc�va�ed r��at�fi�l ��pi�ovec� b}� ih� �ngi���e�, �ur{�ce restor�C�o� si�all b� �bmpatible wilh
��istin� surro�xnding s�r�a�e a�d �r�d�_
�?, �A�.VA�E �F E?{I�iIIV� ��#1`E 1���1IE: �xis#In� �at� v�Gve and v2�lve b�x a€�d lid shalt bo
rema��d and roturr��c! ta lh� W�ter p�}��rltn�nl �+�+arehouse by the �ontr���or in ac�ortiar�ce
wi�h ��c#��r� F�-1,5 ��Ivagin� vt R+rateri�ls. 'I'he ��i�i are� ca+�sed b�r ltr� �+a��� r��nc�val shall
b� b�ck#�G�ed �r�d com��c�ed in accordance wit#� ��c�Cfiil m�:lht��l �s �pecified ir� S�cfiort ��-�.9
Back�fkl. ��r,k�if1 m2�lerl�l s�afl be suitabl� excav���d rr�at�ri�l ��proved �y t�� �ngir���r,
��rtaca r��tprali�r3 sh�1t �a� ��m�aCibCe wFth existir�g surrour�dit�� s�rf��� a��d grad�_ if lhe
v�lve Is �e� a concr�f� b�lrlE, lh� v�u�ll sh�N �e demnJFshed ie� pla�� �a � p�ir�# nt� less �#�a� 18„
belc�w fin�l ��ade.
E. �4BAfVDOf�lV4��T �� ����TiIV� �AT� VAL1�E; �xisfing g�t� �+�Ive o�r�d �ax �id shalf be
�b�ndoned by first clos�r�q tf�� �r�lv� to th� fuli�r �I��ed pasil�or� and d�molfsE�ing �he v�lve bo�c
o:�r,�:�m� ��-�S
P�F�T D � �P��IAL ��IV�ITI�I��
in plac� to � poiili i3at I�ss than �8 inches b��aw firtal grad�, �o�cr�te shall th�n be uset� ��
b�ck€ilf ir�akefiial #� a�al�h exis�ing gratie,
�. ABAP,II��I�GI+��f�'1" �� �7�G�TIf�� VAl�k.7�; Va�lEs #o {�e ��rr�oir�hed in �G��� sha�l 1�ave lo� slab
and iid r�m�►re� ar�d va�ll �xalls d�r�n�lis#��� to a pai�ti# nal f�ss tf��r� 18" b�1r�w finai grad�, The
voi� �re� �a���� sh�ll khen b� backf�li�� a�d compacled in acc��dar�c� wiih back��ll method ��
�pe�i�i�d in S��iion ��4�.9 9ackff�l, �3ack�fill ma�erial shall �e sui[ab�e exca�aleti maferial
�{�prov�d by th� Engineer, �urfac� resloraiian shal! b� c�mpali�le wiRh lh� �xi�tirtg
surro�r�d€�g gra�e,
�, A��IEVI��f��iEf�� �F N�Ah�1H�L��: A+larxhoa�s k� �e abar�d€��ed i� piac� st�all hav� �Il pi��s
er�t�rirtig �r exiiing t#�e sir�tclur� �I����d wil�r C�a� c�nc�•�#�, Nt�nh��� to� or cor�e se�tian shall
�e r��o+r�d to #h� �op of t�re fulC b�rrel dramet�r sectian, o� #o pai�rl n�t I�ss Ih2�n � 8 inc�es
�elow final gea�ie, The structt�re shall then be l�ackfl�l�d ��d ��mpa�ted in ����rd��tce well�
�a��sfill m�ih�ci as spe��f��� krr ���tipn ��-�_� ��ckiill_ Bac}tPill m�ker��l rnay be �il��t cl��n
++v�swti�d s�rrd o� c��an, suklabl� excav�t�d ma��r��! appr�ved by t�re Ent�i€���, ��rface
r�stor��ion sk�ai� �e ca�patib�e with surror�n�ir�g se�vi�� surface, Payrr�en� f�� w�rk i�vobved kn
back�RlE�ng, pl�t�gi�g of pipe��) �r�d all ol�+�r a�purt���n�es requir�d, sl���I kre it�cl�td�d Fn ih�
��pr��ri�#� b�d it�Rrr - ����dor7 �xis#ing ��w�r flhar�a��l�_
W_ R�MOVAL OF �l+lA�1HDLE�; A+1�nh�les to be r�move� sl��ll #��ve 2��1 pip�s enterir�g �r exatir�g
�he s#ruct�re [iiscarrn��tec�, �he oom�l�ke rr��n}�ole, inck�din� #np or c�n� sacl�on. aG� ��rll �arrel
diame#ee secti�n, and bas� a�c�ion s�all b� rem�rr��l_ Th� �xca�ation shal� th�n b� ba��cf�ll�d
�nd cor�p�c�e� in ��corda�cs wifh �a��CfiN rn��1�od �s sp�ci#i�d rn ��ctior� E2��,� Bac��Gl]_
F3ackft�l m�Y�ria� �x��y �� w�th Typ� � Backfill �r �ype B Backctlll, �s a�pr�v�d t�y [he �n�iheer.
��rface r�sloration s�ralk be c�rr�patible with surro�n�ing s�r��ce,
1. �l��flN� AEV� PLI���IN� ��ISI`INC, �+1�1fN�: At VarG�t�� 1���tions �� ##�i� pro�e�t, il rrk�� ��
requir�d i� cU#, plug. and 1�lock exi�iir�g �v�fer rr7ains�se�rvices or s�ni��ry s�+�rer mair���servi�es
ir� nr��r lo �ban�on thes� IFne�, ��tiin� ar�d ��u��inc� exis�i�� main� ��c�ro� s�rvic�s shall bo
�or�sfd�re�i �� Ir��i��r�t�l arrci all casts incurrad wiil be ca�sidered t� be Fnclud�� in ihe lin�ar
foo# bid price of th� pipe. u��fe�s sepr�rate trenchinc� is requiretJ.
REMOVAL �F �}CIS7i�l� P�I��; 1�l�er� remov�l of Ihe �xi�ti�ng plp� is r�t�4�ir�:d, Ei �I�all �� !�e
��r�lr�c#�r's re��or�s��i�ity t� pr���fly �ki��vse of �kl r�mov�d �ipe. All r�rx�av�d va�v�s, fire
1�ydr�nts ���I rt��t�r boxes s�alf b� d�livered ta 1+Va�er Depar#�n�ni F��Id �poratian, �#ora��
Yard_
�{, f�A1f�u1�NT; �'ayrne�i �c�r �al work �nd irra€erl�� fnvolv�d ir� saJ�a�in�, aba�r�orring andl�r
Tc�m�vir7� e�ci.s#'tn� ���ifilies shall ba inclu��d In !h� I�r��ar fo�t b�d pei�e of lh� �i�e, except as
fallows� s��ar�te pa�rr�ent will �e made for rernoval of �Il r�re hy���a�ts, gate valves. �6 �nch
aerd �at��e, and sanilary sew�r rn�r�k�o�e�. �sgar���ss �� locatic�n.
��yment wall k�e m�de fo� s����ging, a��ndor�'rr�g ar�d��r romovrng ail �t#�er �xistir�� �a�i�i#�es
w��n s�iti f�cil�ty is rt�o! ���r�g rv�l�ced ir� tho same t�sncYr (i.�,, whoe� r�r�ovs� re�uires �
�e��r�ie #ra�ct�1-
�y�� I�E�'��7'�BI�� WAFtN�I�{G TAP�S
D�tecta�le und�rgrour�d ulwli�y w�rr��r�g C���s which c�n
c��t�clar �Y��II be i�st�[led dir��lly �bov� n�n-rr�etalllc
de��ct�b�� t�pe sh�iJ �c "C]�tecl T�pe" r��rtuf2��#�r�d b�
��r�� S�R29
b� laca#ed from lh� st�rfac� b� � pip�
wat�r �nd sanitary s�wer pipo_ T�re
,�Iler� ���t�rns. In�, �r �p��ov�d ��u�l,
P�F�T D - �PE��A�. ����ITI�I��
�nd shall consist �f � rtt�r7F�'nurr� ll�ick�es� �.�� m�ls soiid alum�r�um �oil er�cas�d ln a proirctiv� in�r[
�las��� jacicet th�l ks k�n��rvip�as k�� �II ��r��w�t �Ik�ii�, aci�}s. chemic.�l reagee�ts and saJvents found in
kC�e so31, Tt�� mik�lkr�i�m av�ralE l��i�kr�ass �f lf�e i��� �r�alC b� �,� m�ls, �ncl lh� w�dlh shalG nat b�
I�ss lh�n l�n+o inches u�it� a rn�nir�r��arn �n�t wc�ighf �f �il� p�unds�1 in��l� 0�', rh�� iape sh��l1 #�� c:t�lor
�o�d�d �nt� im�r�nt�d wilh kh� �rressage �s follo��rs:
Type af �1fi���Y
Wat�a•
��far �orl�
�afet�r Blue
�eq�r�ds
���,tior�l B�rie� Vda��r l.ir�e E�elo�+
��wc�r
�af��� �raer�
�au�ronl Bur�ed ��w�r �i�e �elov�,
In�#allat�i�r� e�f d�€e�#al�l� [a�es �h.�lf b� per m��u[actuF�er's re�ammenda€ior�s a�d s�all b� as ��os�
to l�re grade �� i� �r��ti��! f�r �ptimur�t prolectlan and det�ck�bili�}r, AII�+N a�ninamum �f 18 inch�es
b�iwe�r� ��e #�p� ai�d the �i��, P�yrr��nt for wor6t su�h as #�a��fill, k��.dGir�g, �Eqckirtg, d�i��#�ble
tap�s, �r�d �li oth�r a�s�ciated ap�urterrances r�q�€r�d s�aif �o include�i In t�� ��rit pfilc� bid for t#��
appropi-iat� hid it�r�(s},
D-57 P�PE �L�AlNlh1�
,3oints sC���f I�� wip�d and fh�n in�pecked far pro�er i�rs#alla��on by the �r�spectors, Each joint shall
�e swopt ��il�r ai�� �ep� clea�� dur�ng inst�ll�tr�n. A temp�r�ry rri�h�# �lu� �h�ll be �nsf�kl�tl an all
�xpo��d �G�e er�ds du�ing �rry p�riod �f w�rlc sto�p�9�-
D��B �ARR��IIDE�, V�A#�NI�1�S, Io1ND ��.A�MEN
R�f��ren�s Part �-�enerai �onditionsk �e�tian Cfi-5.8 Barricadesk 1Narnings, and
Wa�e�r�en:
�, V�#�erev�r �he word Wat�#�me� �pp�ars in thGs parag�aph, �t sh�ll �� �har�g�d �o k�� w�ar�
F�'la�rr�er�,
B. In th� first parae�r��[�, Jin�s itve {�� artd �ix �6�. c#�ange l�fe �hra�� "t�ke �II such �lh�r
pr�c�u���nary meas�ros" to "#a6c� ail reasor�at�le necessary t�n��sur�s",
b45� D�����AL �� SPDILl��LL M�►T�Ri�I�
Prio� to Ehe d��s�osin� �f any s�oikJfilR material, IP» Cnrrtractor �h��l �s�vls� rhe I�ir��#or ai
Er��in��rlr�� ���aarl�nent, actir�g as t�� �i#}� of FofR Worth's Flood PEain Admr�rislrator
�"Aclrninrstrat�r"), �f kh� loc�tl4r� o� ��I siies +r�h�re th� �or�irac��r intends to di�p�s� of s�ch
malerl�C, ��ntra�for sh�ll noi dis��s� ofi s�xcF� rn�terkal t�r�tEl ih� �rop�r�ed �il�� kf�v� b�e�r
c!�#�rm�r��d b�r lh� Admir�lstrakar �o me�t th� r��uir�rnents of lhe Fl�od Pl�ir� �rd'€nanc�s �f lh� �ily
of F'ort 1�Vorth {C�rdir��r�c� fJs�, ��056}. All disposal s�l�s �ust be �P�rove� by the Adminislralor lo
�ns�re �hat fiilir�� is not acs:urr�r�� wi��in a f I��dp��in without a permit, A flaadplair� permak can be
issued upon approvaf of r��c�ssary �rrgi���cring :��u�i�s_ �lo fiil per�nit is r��}ui��d if dfspos�l sites
2�r� not En a�loodpiair�, h�pfaval of Ih� �ontrac#�r's disposaf sites s��alf I�e evider�ced b� � ie#ker
s�gned b�+ #I�� fi�dmfriisir�.l�r stat�r�g l#�at th� sit� is �ra� in a kr�ow�� ffo�d plain or �y � Fl�vd P€arn �ifl
P�rrrrii aulhr�ri;�ing fil� wli��ln �t�� f���d pla�n, A�ny e�cpen��s a�s�ciated wrth obtai�Fn� t�� f�ll ��rrn�l,
��rclr�ding �n� r���ess�ry Er�gir���ring st�d��s. s�Mall be �t fihe �c��ttractor's ex�aense. In tl�e event
that t�e �an�rac��t dispos�s of s�oil{f�fl rr�ateri�l �t � si�� wilw��ul ��iN p�rmit or a I�it�� �r[�m lh�
�dr�t��trs#r�l�r a�aprovir�g IF�e dis�osa! stte, �pon nalrficairon by+ lhe Dir��t�r �f �n�ine��ing
€]�partm�r�l, ��nlr��l�r sh��l� r�m�v� tl�� �poF�liika �alerial a� Its expense �n� dispose �� su�h
materiais in a�cord�nc� wJth th� �rdin�nce� of lh� �:Ik� �nd this se�ki�e�.
��aero � ��-'��
����r � - �PE���� ��#Vuli"I��S
1�,80 NI��HAIVI�� AhSQ M�4TERIA►L�II1��1'� �I��
Th� ��ntract�r sh��l be r�quired to exec�t� a r�leas� of inech�nics �r�[� ma#erialm�n's liens �p�n
re�e��l af pay�en�.
D-�'I �UB�TIT�lTI01V�
�h� �peci�icati�r�s f�r ma#eriais set o�t the minir�urr� �t�n��rd �f ��alit]r w���h the �ily believ�s
ne��ssary ro prnc;tars � satEsfar,lar� pro�ect. �!o ��bsli��f�a�� w�ll b� perrr�ilt�d �,ntil th�e �onfra�tor
has r��eiv�d w�il#en parr�i�sion �f [he Engi��er �c� ma�� a s�b��ak�,���n for ll�� ma�eriaN v�k�i�l� has
b�ar� sp�ecifi�d, Vtilh�ere E�e ��rm "�r �q�al", or "pr a�prov�d cqual" E� �rs�d, �t i� untl�rsl�ad thral i# �
ma��riaM, �radu�t, c�r piac[a �f equipm�r�t t��afing th� n�mo s� �s�d is fumishc�, lt w�1i k��
ap�E�vable, a� khe particular tra�e n�rr�e w�s u�ed #or kFre �Uf�QS� Of �St��IESElI�k� � s#�ndard of
q�,a��l� a�r.�pkak��e lo lk�e CGt�, I� � protk�cl oi �n� o#her na�r�e is propa�ed fbr us�. lhe �ngi�r�er'�
appr���� lh�r�of rn��� be �btained be�or� lhe prap�s�d s�b�rltu#� k� prt���r�d b�r t#�e �c��iractvr.
1Nh�r� the te�m "or �q�al'"� or "�r ��pra�red �q�al" is nat us�d in ih� specGfications, this da�s r�ol
n�cessarily �xcl�de altern�tiv� ife�ns or material vT e�ui�r�ent whic� may+ accarr�plish ihe intended
purpose. Mow�:v�r, l�e ��n�r����� �r�a�l ria�� �h� �ul� r��p�r�sibili�y of provwng �l�at �h� pra�os�d
substiluiia� is, in f��l. equ�k, and t17� �r�g�r���r, �s lh� r��ae�sent�Ri�� �� l�� �I#y, sh�ll be the s�l�
ju�ige �f lh� acc�pta�rlily vf subs�ilu!€orrs, Th� pravisions vf this s�b-s��Fi�n as r�lated �o
�.substitu�ians" shall b� applic�bl� to al€ section� of th�se s,pecificakions,
D-6� PRE-��4V�TRU�TION TELEVI�IOhJ LI��PE�Tl�N �F S�4NITD�RIf �E�I�FE#�
A. ���l�RA�: PrEor to th� r�con��ruc#i�n, ALL ����i�r�� of �xis#ing s�ni�ary �ew�r lir��s to ��
aban�ionc�, fB�l10VE�� �EXCE�� W�IQfB ��lfl� fGx�Ie'�CE� I�i t�l� S2f11E IOCr�tlOf1�, �r ��habilltat�d ��ip�
er�lafi���ner�t, cueed-in-plac� pipe, faid ae�d forrrt pipe, sllp��line. �tc,}, shall be cleaned, ar�d a
�el�vGsi�n insp�cki�n perf�rmed kv Jt�e�lify a�t� a�live sew�r se�vlce t��s. o#k�er s�we� I�k�r�€�
ar�d Iheir loc�t�an. W�rk sh�ll r.onsist ai �urr�is�rir�� �IE I�bar, m�terial, a�nd e�u�prr��nl ne��ss�ry
f�r Il�� cle�ning ar�d insp�c#i�n of fh�� s��+c;r IiT7�s r�y me�r�s af �Rc��ed cir�uit tel�v��ion.
��ti�t�ctory �r�c��tiorr� s#��II b� t��cen t� pra��ct tl�� ��w�r fine� frorr� d�m�g� �h�t mFght b�
inflict�d by l`n� irr�ptop�� us� o� cle�r���rg ��uipm�rrl_
'k, Mll�l�i V�L��ITY �kET ��iYDR��L�A�E�11�1�} �C�UIPA+iEi�T; �h� high�v��oc�i}� sew�� �In�
�leanlr�g ��uipmer�k shali be r,C�n5t1'uC#�Ci ��r ��5� �r�d s��� oper�kR��1, �1�� ��{�fipm�l�# �h3�ll
�1so h�ve � s�j�c#ion of two or i�7�r� high-v��ocrly n�r�3�s_ T�� n�z�les sh�ll �c c�p�bl� af
proclu�ir�� � sco�afi�r� ac#i�� from � 5 Ea 45 d�gF��s in all ��z� lines �esign�ie� to ��
cleaned. �c��ipm�nt shalf als� in�lud� � high�vek�ci�}r gun far wash�ng and �c�€�ring
m�nhaEe walEs and ffaor. 7'he gur� ��ali be ca�a��e �f producir�g fM�ws iram a�ine �pr�}r �o �
�oli� �kre�m_ Th� equipm�nt s�all ca�ry it� owrti water t�r��, �uxi�i�r�r er�gin��, pu�p�, �r�d
h�tirauf�c;�lly tlrkv�n E��s� f��l.
Hydraul,��ll� Pr���l��d �qurpment �h�l� be of 2� mo�rable c�am l�pe ar�d b� �n�lsiru�led in
�u�h a� way that a portion of #he dam r��a�r be �all��s�d ak an� #Ime during the cl�ar�kr��
o�er�ti��7 ta pr�t��� agai�st �loadi�g �f �he s�wer. T�� mo�ra�l� c#�rr� sh�ll be equ�l `rn
�1i���t�� ar��Rtd t�e �ut�r p��iph�ry to �n�ur� r�m�v�l of �r��s�. If s�w�r cl�ani�g bal�s ar
�tF�er �c�uiprr�ent v�+Mich canno� b� cal��ps�d is u���l, sp�cial pr�caulion� ta pr�venl floadrnq
af ih� s�w�rs and public or prFvate pr�peet�r shakl b� t.aken. The flow of ��wag� pres�nt €n
th� �ewer Ilr�es ��t�ll �e utili��d to �r�vide n�c���ary fiuid �or #�ydraulic cl�ar�in� dev�ces
wher��ver ��sskble.
�_ �LEAEVI�I� Pf���EDEJR��; Th� �esi�nate� s��n+�� rrtar�ha��s s�rall be cEe�n�d using h€gh-
vefocit�+ jet equipme�t�, Tl�e �qt�ipn��rtt si��il k�� �2�p�ble of removir�� dirt, gtease, r�cks,
s�n�, �nd o€h�r �n�keri�ls �nd obsfruct�o�s �rorn lhe_sew�r lir��s �r�d ��r�nl�ol�s_ �f �ke�r�ing
o�rs�ror ��-'�1
��F�T � � �P��IAL ���J�IT���V�
af ar� enii�� se�tf❑r� c�r�n�l be s�c;cess�t�l3y p�rform�d frorrr o+�� m�nhole, lh� equipmenk
sh��l be sei up on the €�th�r rn�r7h�ie �nd caear�ing ag��n aftc�rnpt��. If, �g2�ir�, s�icc��si�l
cle2�nir�g ear�no� be p�rforrr��d ar �q�i�m -r.��7t f�il� ka i�ra�re�se kh� �nlire r�anhol� s�cti�r�, il
will �� �ss��m�d [hai a majoe blo�kat�e �xisls, ar7d 1r7� �:k�a�wn� eCfo�t shaA b�r a�a�don�d.
INhon addiEi�r��l t�u�nEl���� o� wa�e� fr�m ii�� F�ydear�i� is ���es��ry Irt� �vord d��ay in no�mal
+nr�rkir�g proc�d�ir�s, th� w�t�r sl��ll be c�nserv�d and r�ot us�d +�r���c�ssarliy. f�o fi�e
��ydrant s�rall b� a�slr�ct�d i� c��� o� 2� ilr� in ki�e are� serv�d b}� tl�� �ydr��7t. 8efor� us�n j
�r�� w�ter �rarr� l�� �il�r 1Nat�r I�ist�ib�li�n S�stem, l�e �oni�actor sh�ll app�y f�r a�7d
rec�i�r� pert�ni�srot� from kE�e Water D�rp�rtm�r�l, 7'h� Cantr�ctor shall �� �esp�ns��E� f�f l��
w�ter r�n�#cr ar�d r�l�led �h�eges for th� s�lup, in�E�d�ng lh� w�l�r tasag� bH�. AE! �xpons�s
s�all be c�n�Rd�r�d inc:i�l��l�l to cle�r��n�,
3_ b��3[�15 F2EIti�1�1!l��. I�I�D DI�PO�AL; �II sludo��, dirl. s�r�tl, ��k, �fiea��, arrri oEh�r s�lid
a� ��rmi��lid m�k�rl�l resultl�tg fr�m t#�� caear�i�t� ap�r��s�n �h�ll f.�� re�oved a� ihe
c��wnstr�arir manh�lc of Eh� s��kiorY being �:I��n�d. P�ssir�g m�t�rial from rrranh�l� ���#i�n
lo m�nl�v�� s�ction, wha�#� co�id ca�€s� fine sl�p��ges. a�cum�Ea#ia�rs of sand in wet w�l�s,
�r dam��� puir�ping �q�rpmen#, s€�aRi nof b� perrr�iCl��.
�, �I� ���Id� c�r s�rni�ok�d resu�ti�g �r�rt� lh� cl�ar�ing t�p�r��io�s sh�ll be r�movet� frorn th� sile
and disp�s�d o� �t ���l� [��sign�ted b}r the E�r�in��r. ��! m�#�rials �hall be ���nov�d �r�rr�
Ih� site no 1�ss o���r� ���� �t Ch� �rid af ea�h w�rkda�+ and dispos�� of �t r�c� aci�i�i�na� ��si
ka �he �i�y.
�. kJf�D�R �1� �l�2�kJN��TA��� �HA�L �EWA�� OR �q�lC}� ��C��1��D TME��F��P,�
BE ��JN1P�D ��IT� STR��T� 01� 1�37�0 DI-��HE�, �A`��H BA�f�1S, ST�RNf L I��lihi�
�R �Af�IT11RY ��W�R MA�}�i�LE�_
6_ T�L�11i�IDhl IEV�F'��ilOfV �C�UIPNIE�IT: Th� t�l��isi�n cam�ra used fo� 1h� insp�ciian
�halE b� on� s��cl�Ic:�Cay d�si�r��� �nr� coe�s#r��t�d fof such ins��c�4or�, �ighEi�g fvr �h�
camera s#�all be suitable �a �fl�w ��I��r picti,are �f the e€�tiro p�Tiph��y of [�� pip�_ 7��
c;amera �hail b� opera�r�+e �n ��0°l� h�rn�c��ly cc�ndifion�, Ti�� ca�ne�a, t�levi�ian r��o�rrl�r,
�n�i okh�r �ompt�r�e�l� cif �he vEd�� sysE�rrr s�a�! be ��p�C�l� �f pro�iu�ing piclur� t�ualiky lo
t�re saiisfa�:lio�� of lf�k� �ngin��r; �r�d i�' urrs�kEs�a�t�ry, �q�ipmer�t shai! b� r������1 and na
�aym�nt wi�l �� made for an unsalisfa�tar� inspe�tiori.
B_ ����UT»!�:
1, ��L�Vk�iDl� f1�,1�PE��k�iV: �h� �af��r� sh��l b� rr�t�v��1 #�rat�gh #he lirr� rn ��th�r
d1'�'�CEkt�n �t a mod�ra�� rate, stoppin� w�r�n �r�cessary to p�rrr�it pr��r�r d�cumentatfon �#
any s�w�r s�rvic� t�ps_ In r�� �;�Se� Wlfl �h� ��I�V1SiQll CS�l�f� bC �]Llll�d �l a����d gr��t�r
Ih�� �O fee�i per min�,xe_ [�tar�ual u+�R��r��s, }�r�wer wFn�h��, TV �able, and ��weF��J r�wir�d�
b� other devices #Yr�t d� n�l o�s#rucl Ihr� c�m�r� va�w o� fn#erfer� wit�r pro��r
�foc:�m�r�tatiorr shail b� used lo move !he cam�ra �hrougf� �h� ��v�rer t�n�,
When manual�� �p�ra��d w�nc�es �re �a��d to �ull !he #efevis�a� carx��r� ��rough �he I�n�,
te���hon�s or �th�r suilablo m�a�� of [:ar��rx�ur�ic�lions sh�ll be sel u� b�lw��n lh� �w�
rr�anhales �f lh� sectlor� �be�r�g Ins��c�ed ta ��sure gat�d cc��r�rra�nications b�tween
m�rrib�rs �� lh� �r�+n�,
The im��rtan�� af �ccurste dislarrc� m��su��rne�Es �s �r�phasi�ed_. A�I t�l���s���
Ens��cti�r� vrdeo ���es s��ll have a�aala�� �o�n��r, fVl�a�ur�men# ��r I��alion of sew�r
servic� Eaps �hall be abr�v� grour7d �y� mea�s �f rrxeter devico_ f��rkin� �r� lF�e cable, or the
o�;�o� f S C-32
���fi a - ���ci�� cor�����o��
lilce, whri�l� wauad rec��,ir� krrt��polati�n for de�#h of manhole, u+i11 �ro� �e allawecl, �1c�ura�y
of th� disEanc� m�ter �hall b� �h��ke�f b�r u�� of a walkirtc� ��eter, r�llma�#�pe, or ��tf��r
s�ikable d�vi�e, and �a�e a�c�ra�y shall be s�iisfactory l� l.l�� �r�gan�e�,
�F�� �ity m�Ece� �� g�aarant�e #hak all �f lh� s�r�il�ry �e��r� t� b� �n#�r�d �r� cl�ar for th�
p������ �i ��rr�er�, �he �'r�if7�c�s use�l fc�r s�cu�in� p�ss��e of tl�e ca€n�r� are to be ai
lh� o�li�r� of iF�e �on[r�c#or. Tho ���1 �f r�lricvkng !h� �ei�visio� �amera, �n[ier a11
�ires�ms�ar��:es, when it b�cam�s I�dg�d d�ring in�p�ction, sheil b� i���d�r��aE ko i��evisian
insp�cli�r�.
�. D��U��fVTATlO�I_ Television Ir���e�li�n Logs= Printed lo���io�y r�cords s�rall b� ke�t by
lh� �c�r�tra�t�r a�d w�ll �le�rly �h�w El�e �c,ca#lon �n relaktan �o an adj�c�ni rr�a�rk��le �f each
sewer ��rvir� k��s �I�s��ve�} �luring rns�eckian, In ac}diiia�r, oih�r p�ants of �i�na�i�nc:e
such �s lo�ations af �e��s�ak ��ndttior�s. roots, storrx� sewer connectior�s, brak�� �i��,
pr�s�nc� of scale ar�d corro�ia�, artd o#�er dis��rni#�I� �e�tur�� wiil b� re�o�d�d, an� � c�p�r
a� such recnrds v�il� �� supplied �cr �he �ily,
3_ PF-k�TD�RAPF-E�� Instant d��relop�ng, 35 mm, afi ot€��� skandar�,s��� p�to#t��r��h� of lhe
t�levision picture o� probF�ms ����61 b� l�ke�� t�y �he ��r�tr��#or u�on r���+�st of t#�re
�r�g�n��r, �s I�rtg 2�s su�h ph�t�g{�,�hi�tig daes nol ir�t�rf�t� wiih fhe �onCra�tor's
�p�C�ti�rl�.
4. Vl�3E�TAF'� F2���R�Ih���: Ths p�rpos� of �a�e rec�rdin� sh�1f b� ko ��ppl� � visuai and
au�io recbrd of prt3bl�m �r��s t�t tYre lines t#��l rr�a� b� r�played_ Video tape r�cording
pl�yba�k �17a11 !�e �# lh� s�r�7e �}���d i��l �l w�s r�c�rt��cl, �F�� t�i�vFsiorr tapes sl�al! be
furnisf��t� lo li�� �i#� for rev��w �mrt��d€ato�y u�aor� c�ir��IcU�i� of i#�e l�l�visior� le�spe�#�o�t 2�nd
m�y b� r�t�ir7�d a rrr�xirttum �f �E3 c�l��rd�r d�}+s.
�quipmont sha�l be pr�vided �o €he �kt� �y ��� �or�tr�ct�� f�� r��+Gew ofi l�e t��e�. T�pes
w��l he re�urr��d to i.he �or�#r��i�r upan cor�-fpi�!€�rr �t �evEew k�y #he �t�grn���. T�p�s sh�all
nai be ����e� wifhoul #h� p�rrnis�i�r� of 1h� �n��r�e�r.
If �he k�p�s �r� of s��h por�r q�ali�� 1h�t th� �ngie�eer €s ���a��o t� eval�rate �h� candit�or� o�
#1�� s�wer t�i�� or fo loc�t� senr�c� c�nr��ctions, li�e �a€�#ra�i�r sh�ll be �e�kRi��tl to re-
t�levise and provide � g�o� tape �f the I�ne �l no �tidi�Fon�f r.osl ta llx� �ii�r_ If � good l�p�
�annot b� prova�ed of s�ch qu�ili� #h�k c�� #�e r'��i�wed b�r lh� �r�gFr���r, na ���rrr��r�t �or
tele�risin� fhis porti�n �hall be rrtiade, Als�, no pa�+r��nl sha�l b� rr�a�e �or partioRis of lGnes
noi t�lev�s��1 �r p��i���s wher� mar�hal�s �ann�# be nogotia��d with kF�e kelevisio�r cam�r�.
TH� TAP�� �H�1l.E. �� �1�B�1+�f�'�`��3 �'� 7Fi� E�J�IhI��� PRI�F2 '�`� ���J�'`FtU�TI0A1
�OR R�1�I�VV �liVC1 I���"E�2f�+11Nl��kQN Of �A��_ Up�� ��r�pl�#ia� ot rsvievu af lh� tapes
by the �ng�n��f. Ihe ��r��ra�tor will b� r��tif��d as to whrch s�ction� of the sa�ltafy ��w�r
�r� to �e �orr�cf�d, Tap�s wiil b� �e#urn�d t� �#�� �ar�tra�t�r u�c�n ��r���et�o� �f rev��w b�
#Y�e �ngln�er,
Ali costs a�so�iated wi#h #hi� wor1� s�t2�ll kr� irr�ct��+��al to un91 pric�s bid for il�rr�s und�r
Televi���€� In��ectior� of Rhe Propp�al,
�. PAYfV��i�JT �� ��.EAI�ICd� AND PR�m�fli+l�TRU�TI��' �'���1l1�IDEV i�l�PE��`t�� ��
�AN��ARY �E�V��;�: The ��si for �r���or�s#ru�#ion �jeanir�g an� T����ri�i�r� Ins�e�tion of
s�nitary sewe�s sk�aEl be per line2�r �ao# of s�wer a�Eu��Gy t�l�v�sed_ `��ta ��nt�ac�c�r sl�all
qr��ide ih� �r��inee� wii1� t�p�s o� a quallty tha� tt�e p�rticular pisce o! se+�+er �2�rr be r�ad�l�
��aEual�d as tc� �xisting sewef condi�ions ar�d f�r prc�►�idir�g �pproprG�E� means �c�r re�ri�w of !he
�ar�av+o� ��-'�3
PAF��" D - �PE���L ���1Dl�I��1�
ta�os b}� l#�� �r��in��f �r�cludir�� coll��#i�n an� r�maval, t�a��portatior� and �i��osal of sar�d �nd
debTis i�rom th� sew��s tn a le�al dum� �i#�,
Tek���sion �ns�e�tion sF�all include necessar� �lcan�ng (h�dra�+Gi� j�# �r m�ch�nicak cl��n�r� to
p�a�+Gd� �id�� im�ge r��uir�d i�r �rn� an�l��is,
Tho �rim�ry pur�os� af cle��ir�� ks for #���vEsian ir�sp������ a�d r��abil[tali��; when a partion of
� li�e is �ot �r can�of I�� l�l�vis�d �r reh�bii�l�l�si. #he ���ar�i�� of k.h2�l �orl��r� �f �i�re �haE� b�
incrde�tal and no paym�n� sF�all be �ac��.
The �it� rrt�k�� no ���r��ie�; ����1 �II of khe s�nit�ry s�wers lo �� �ntee�d are clear ��r khc�
�a�s�g� of a cam�r�. ��� rr��±lh�ds �}���1 for s�c�arin� pass�ge �f the camera ar� �� b� �t khs
c�p#ion �f khe �onlr��#or, and the costs must b� in��ud�c� In lhe b�d �ri�� �pr �`I� Irt����#l�ns.
T[�� c��t �f r�lri�vrng k�te �1l �arr�e�a, under all cir�umsta�rc��, when il k�e��me� lodgsd durir�g
ir�sp�c#i�r�, �hall t�� kr��irf�nt�l ko 'fV 1risp���ian.
The it�m shall �Esp �n�lude �II �osts �f ir�s#�!1€�� an�E mairrtain�n� �r�� �y��s� p��rr�ping required
ta pro�+id� reliable, reg�rl�r ��v�+�� service lo �k�� are� re�i�enis, Ail �y�ass p�mping sha�l bs
ir�cidertta! ta lhe pra��c�.
L]��� 1�l��UUf�! TE�TIN� OF �ANITAFtY �E4YE�k N1AI�Fi�L��
�1. ��fVEf�AL: This ifem shal3 �over� the v�cu�m l�sti�� �f �II n�wly cbr�str�cked sani�ar}r s�wer
manholes,
B, ����k.ITIC��f:
� , 7'EST PROC�DlJR�;
�h�lt k�e �R���ed. and
pCior tc� ���ting-
Nl�����c� sh�ll f�� lest�d wfih �II �onne�lForrs ie� plac�. Llfl hoies
aal dra�-conn�ctions a�d g�s s�aling car�r���tions shall b� ins�allad
T�e �ewcr �ines c�n€erir�� lhe man�c�l� sh�ll t�� plug��� 2�nd b����d to prevent �h� pl�gs
fr�m ��ing drav�+n into l�h� manhol�. Th� �I�c�s shal� �� Ir��t�ll�d �n fh� lin�s b�}r�nd the
dr��-cpr�n��cka�n�, �a� sealing conr�ections, e#c, T�r� test he�d shalr i�e �lace� ir�side trr�
f�a�r�e �f tC�� �op oE Eh� ir��r7hol� �r�� infa�ked ir� accorda�c� w�t[� lhe �rranu�actu�er's
rec�mrnentfallons_ A va��um o� tei� Inch�s �f �r��r��ry ���"Mt�} sl�all b� dr�wn �nd the
v�c��xm ��«rrt� will l�e turned �ffi. With lh� �+alv� clos�d, �h� I�►��I of �+a�uurr� sNaU �� r��d
afl�r 1��� r�:qu�r�d k�st Itm�. Th� ��qu�red test tim� shall �e d�t�rm�ned frorr� t�� Takal� E
�elow in a��ordai�c� u+ith A�1'fU1 �'����-��'
��ao�ar ��-�'4
���� � - ������� ����������
�at�le I
NIIkVSf4�I�M TIlVIE R�QU�R�D �OF{ 1l�4�UUN1 DR�I�
V� �F} Il.,J ���"��' �4��2f� �J���
D��th �f N1W. 48-�n�h Dia, ��-kr��h Dk�.
{FT, ) �+I�nl�ole M��hole
� to ��`
7 S'
�D'
�2'
24'
26'
��`
� �'
��r ����,
Add�ER�e��� �'
4(� s�c.
�� se�.
�� se�,
5� sec,
�9 �ec.
64 sec.
69 sec,
7� s�c.
� sec_
�� s�c.
�� s�c.
65 �ec,
7� s��.
7� s�c,
8� ���.
9'! �e�.
98 s�c.
� sec_
�, A��Ei�TAN�E; T�re man��le sh2�ll k�e �:�nsi�er�d �c��#�bl�, i� i�he �lrop In th� level of
vactium Es �es� Ih�n or��-ir��1� of m�rcury �1" 1-{g} �fte� ��e requir�d tes� lirn�_ Ar�y r�a€��tole
which #ails to p�s� khe kni�ia! ��st musl be r��aired with a s�ii��Ee �aterial whi�h con�arr��s
#o lh� �on�trt�clE�r� rnatc�rial of lh� marrhal�r. Th� rr�anYrol� shali �e retested �s des��'�bed
2�bov� ��ki1 a� ha� suc��ssf€�Il�r psssed �he test,
F�it�wkr�g compleiio� of � successful E���. lhe r�n�r�h[�I� sl��ll b� reslor�d ta its rror�naE
��ndttEon, �H ler�rporary plug� sh�ll b� rern���[f, �EI br����, equiprnent, a�d de�ris shall b�
fe�nav�d arrd dispase�E �f prt � rr��nrr�f ��ti�f��to� t� th� �ngirre�r,
�, ��11`lV��iVfi; P�yrn�r�# ��r vacu�m t�stir�� af san�tary sewe� manhol�� sh�ll be p�id a� the
cantra�t pe��� �a�r o��h vacuum lesk, 7his price s�2�Gl i�t�lud� �II mal�ri�l, t�bor, �q�ipm�r��, and
akl Fn�fdentaEs, it�cludir�g all �}�p��s �umpir��, r�qu�red io �orn�le#e th� t�s� �s s��cified hereir�,
D-B4 BYPA�S PLlj1+tP1N�
The �o�lr��t�r ��ail b�}��ss ih� s��rage ar�und �#�e sec�i�� �r secl��ns of sew�r #� �e r�h�bilifated
2�ndlor r��iac�d_ `�he b}�pass sh�ll be m�tl� t�y plug�i�g existfn� ups[r��� rrianhofe and pump�ng
th� s�wag� �nt� a dawns#re�rn m�r�Mt�Ee or �dj�r,��t �}��i�m of ottr�r rn�thod as may b�e appr�ved
by t�e �n�ir�eer, The ���m� �nd b�p�ss li��s shall be of a�eq�ate �ap,�c�ty ar�d si�e lo ]���f[#1� Che
flow wllhoul s�wa�e I�a�kup �c��fr�n� to f�cRli#i�s conr�e���d t� ##te s�w�r. Pr�v�s��r�s sitiall b�
m�d� �t driv�+�v��� �nt� streei crassie�gs t� �erm€t ��fe v�h�c�l�r trav�l w�l�out ir�#�rrt�pti�rg f�ow i�
if7� byp�ss s�sterrk, lln�ier no circ�msta�ces will th� �ar�tr�c#or �e pe�mitt�d io discF�ar�e s�wage
into tt�e ��ee�c��s, P�yr�er�l s��ll be in�id�nt�l t� re��bi�it�tion or r���acsm�nt of the sewer IEn�.
�a6� P��T-COI��TRUC71��# '�E��1�l�I�1� I��P��TI�fV O� SAh11TAl�1� SEUVE�2
A, �E�1E�A4L; l�ft�r �onstr��tion, Al.� s��tiorrs of ��ni�ary s�wer 1fn�� �F���I t��v� a#elevFs€�e�
i�ti�p�ctior� p�r€armed_ 1rVark s€��II consr�# of f�r�ni�hin� all labor, i�iat�rial, and eq�ipr�e�t
ne�es��r�r #�r ins���ltt�n �f k�r� �ew�r �ir��s by mea�s o� �losed cifc�it k�l�vis't�r�. �a#is�a�[�ry
o���o� 5�-35
P�1F�T D -� �PE�FAL ��I��l+f'I�hl�
pre�a�lior�� �h�ll be lake�t �� �rol��l �Y�e seu+e� I�n�s �ro�n d�ma�e Ih�l n7�ght �� inflic#�d by t��
Ir�rpr�per� ��e af �le�nir�� �q�i�rnen�,
a. T�E.�1lI�IOkV IfV�P���k�fV EQU4P�+AEEVT' Tf�e l�lqvi�ior� c�rr�er2� uset� fo� tha Ir��p�cli�n �h�il
b� �ne specifica�l�r d�s�gned ar�d cons�ruc��d �ar suc� �n�p�ci�or7. �,ig�►�ing f�� lhe ��r�e�� �i�a11
ba �pera�lve G� ��0°l�► humidii� c�n��lioe��, Th� �ar����, t��e�+isr�n rno�ii�r, a�d a�h�r
�oi��on�r�l� �f kh� v�r��o sy���ir� shaMl b� �p�bEe of �ro�ucing pi�lu�c� qualily to t�re �a��sfa�tion
of th� �r�c�ir�e:�r; arti� if ��ns�r#isf��lory, �quiprner�t sha�l be remav�d and no �a�rr�ent wi�l b�
mado for an un�a#i�fa�iory u�s�aectio�_
�, �?{E�k.1TIDf�;
�. TE��1�l�IQN I�l�f'��TIO�!' Thc �arr�er� �h�El be rl�oved khrough ti�e iin� in ei#her d�reckGor�
�t � moderate rate, s�a�p�ng wher� r�ecessaey �o ��rrr7ii prap�r dacu��r�tali�n �� ��t� s�wer
��rv��� laps, Ir� �t[� ��s� will khe k���visior� camera �e pulle� at � s�e�d gr�ate� #han 30 f�c�t
p�r minut�_ h+��r�ual wir.c��es, p�w�r wi��h��. T1! �:��}I�, and powered rewlr��€s �r �th�r
devic�s thaf do not ��str�ct f�e ca�era v��w ar int�rf�r� wilh pr�p�r docum�nl�ti�tt sl�all b�
�s�� to move ti�� c�rne�� kh�ou�� #he sewer lir�e.
Whe� rnan�ralay �peeated win�h�s are used l� p�ll lh� tel�vi�i�r� ��mer� !l�r�ugh i#�e I�r��,
C�I��#��nes or eslh�r �u�Rable m��n� �f cornmuni��li��rS s�all �� s�i u}� b�iv�.+��r� CFio �w�
rx�ar�l��I�.�� of I��� se�:ti�f� ��in� ins�e�#�d to ensure g�ad comm��ric�tlorrs b�twe�r�
rn�rr��ers of th� cr�w.
itti� i�npor��n�e oF �c�4�r�le d_i�t�r�ce _m_easurem�nts is �m�h�si���_ All t�l�vision
i�rs���kit�r� vid�o �a�es �ha�l h��+� � fo�#�g� �:a4�nter, N�eas�r�m��rl �or I�ca#i��r �f s�wer
s�rvice t��s shall b� ab�ve groun�i b�l rne��� �f inet�r devi��, h+��rki�� afl t�e cable, or the
iike, w�icl� wauld r�q�ir� �nterpala�ior� for dep�� ar rrraniti���, wiq n�t b� �Il�w�ti. ���t�r���
�� lh� disiance m�t�r shall t�� check�� by us� �f a waE�Cin� m�i�e, rt��l-��t���, �r o�hc�r
s�ikabl� d�v�c�, ar�� lh� ac�u�a��r �ha�k �� salisfactory to tfne Engirr�er.
TY�� �it�r maCt�s no
��ssage �� � �am�
the �����r� of ir��
circu�-rslan�o�, wh�
ir�spe�tion.
��a�-antee tF�a# all of th� �anita��y s�w�r� Eo be er�lered 2�r� clear f�f khe
��, The methot�s us�d far sec�r�r�g p�ssat�� �f Cw�r� �ar�ter� ��� to b� �l
f�r�lr�c;#c�r. �he c��sl �� r�lrlev�r�g th� Tea�v�sion c�m�ra, und�r ��I
n il k��com�s I�d���l d�r�rNg i���a��tian, �h�11 �� �ncit#ent�l �o T�levislan
�anilary scwer mains rrr�isE b� lac�c� wll� en��a�� wa#e� ko fll aIJ low pir���, T�� t�le�+isi�r�
ir�specE't�n rr��si be done imme�s�#�ly fol��win� thc I�cing of trke main wiER� tt� w�ter fi�w. If
s�w��' i� ��;�ivs, flow rnusE #�e res�r�ct�d to �rovEde ��I�ar irr�a�� of sowce bein� inspe.5��ed,
�. DO�U�+]EfVTAT3Ql�f: T�l�v�sion I�spe�fi�n �vgs� Prir�#ed l�c��i�rr� re�or�s shall be ke�l by
the �or�lr�ctnr ar�d w�Jl cle��ly ��ow 1i3� 1�catlar� ir� ��3�#I�r� k� �� �t4j�c�r�� ��r�h��� �f e����
��w�r serv�ce tr�p ��is�rved �lurin� Ins��ctian, All xelevision Cqgs sh�ll b� �'�f�r�ncetl tc�
�t�k��n�nc� �s shown or� #I�e pE�n�, � co�y of thes� t�l��+isi�n Co�s w�ll b[� s�ppll�d #� l��
�it�r,
3. F�HOT��RAP�-�E�: Ins�anl d�v�lop�ng, �� mm, or �t�c�r st��d��d-�ixe p��togr�pi�s o� the
televi�ion piciure �f pr�bl�m� �h��l be iaicen b�r k�e �ontractor �pon r�qtr�s# c�f lh�
Engfn��r. �� Ic�r�g as su�h phol�g��apl�irtg doe� no�� inte�fere wiih tho �or�trector's
opeealions_
���ro� ��-��
P�F��' � - �P�����. ��IVDIT��IV�
�, 111��0�l��� R�����71i�1��: ��h� p��r�ose o� i���o r�*cor��r�g s�all be lo su�p�� � vi�u�l �rt�
�u��a �cord o� probl�rrti �re�s �f lh� lin�s kk�a� may b� re�l�y�d, 1�ide�r l�p� r�c�rdin�
pl��+b��k ���11 be �t the s��ne s�eed that it was rscarde�l. Tk�� i�aevf��c�n ia�es s#�alE b�
f�rnisE��d lo lh� ��ty for ��+r�ew ifnmed€aEely ��o� �ompl�t��� �f lh� ��I�visian 1r�s�ection and
may b� r�tain�d a n�aximurr� �F 30 caa�ntk2�� d�y�. Equipm�r�t sh�ll be provided l� ih� �wty
�❑y th� �anlra�c�or for �e�iew t�f the t�pe�, �f a��� wil! t�e relur�i�d k� �he �on�r�Ctor u��n
comp��tian of review b�+ lh� �t�gir��er. T���s s�r�ll nat b� er�s�d wRtho�t fhe p�rmi�stt�e� ��
ihe Er�g�n�er,
�f ��� ����s �f� �f su�h �o�r q�a���Y #ha� lhe_En4ane�r ss ur��bl� io ev�l�a#e lhe cond�lion of
t#�e s�wer Ei�e �r to Eo�ate se_rvic.� cone�e�Cions, li�e �or7lracl�r ���I� b� .r�c�ui��� to r�4
��I�vis� ar�d [�rovide a qv�d ka�e �f li�e li��� �t no additior��� cost ta lhe �ity,, If a good t�pe
car�r�ok �e pr�vJ��rl af such t�u�li4y lh�i can bo r�vRew�d �y �h� E�gir�eer, r�� p2��menl for
t�l�vwsinr� Ihls p�rli�n shal� be �xrad�_ A�so, na payrnent sh2�ll b� m��le fo� p�r#I�r�s o� li�res
nol t���vised or �ortians wfn��e m��hol�s ca�r�c�l t�� r�egoii�k�d w�ih xi�e te��vision �amera.
D, �AYN1��1T �� P��T-��N�71�U�TCOt� TCL.�VI�l�hf i�l�I���TI��V �� ��4�JI7Al�Y �EW�I��:
Tf�� ��s� for pt�sl-c:or�slruciiar� Tel��+ision le����clian t�� sanil��y sewers sk��ll b� ��r lin�ae ioat
c�f s�wer ielevised_ T�� �or�t���f�r sh�ll pr�v'td� Iltie Er�gine�� w�th #�pes o� a qu,�l�ly that t�e
paetic�lar pfece of sewer c�r� l�e r��t�il� ev��uaE�d �s #� sewer condi#i�n� �t�d f�r prt�vidir�g
a�pr��ria�� mean� for re���w of th� tapes b�r the� �r�gin�er,
i�levisian ins��cti�n shail ir�cl��e n�c�ss�r-y cle�nin� (t7ydra�lic J�l �r �n�c#�a�ical clearrer} to
provkd� �+i�f�o imago req�ired for kine �naa�s�s, 7�r� q�antity of iV i�tis�ectia�r sh�Gl �e re����u���
as tho total le€�gth oi n�uv pipe inst�l��d. Ail ��s�s ass�cia�ed w�t� this work sh�11 be Rr��kud�� in
�#�e ap�eopri��e laid it�rrr - F'��t-�onsRru�tGor� TeEevisi�n 1�+s�ecti�n.
7he ikern sh�ll alsc� incEud�
to pravide �ekiable, reg�,lar
�ncid�r�#al �o t�ie ptoj�c�.
a�l cosfs of inst2�Mlir�g anti rr��i�t�ir�in� an� �]r�a�s pum�tn� e�qui��rd
sew�r se�vi�e #o the �r�� resid�:r�ts, All �y�ass p�mp�ng shall b�
D-8� �AMP�E� �►h!D QU,4LITY ��I�T��L TE�Tfh#�
,q, The �ontr�ctpr sl7al] furnis�, at its awn ��per�se, c�rlili��fi�r�s C�� a prrv�ta labaratory for all
rr��t��i�ls propo�ed lo be �se� �n lh� prajecf, inc�udir�g a rnix de�ign f�r anJ� asphaltic and��r
Partl�nd �err�ent corr���t� tt� b� �s�d. �n� gR�ada#r�n ar�alys�s fo� s�nd �r�t� crusl�ed �#or�e to be
�s�d al��� wi#h #17e n�rr�e of th� �it fr�rr� whi�h Rhe m�#�r��l w�s I�k�r�. Th� c�r�ir�cEor shaEl
provFd� m�r�uf��lur�r'� �ar[if�cations far akl rnanu#aclur�d �#�ms to be �sed in �h� proj�ct and
will b�ar �r�y ��cpens� re�ated #he�eto,
�. T�sts �f #�e destgn ��ncre�e mix shalC bc� rnade by ��re conlractofi'� labor�tary �t I��st nkr+e day�
prior to li�e placir�� ot concr�t� us€ng tt�e same a�gr�g�le, cern�n[, ar�d mort�r wF�ich ar� to k�e
u�ed 1�#er ir� th� cvi�cr�t�, The �bntr�ctor sY���l pfi�+ri�� ��erti�i�d cop�r �f tho t�st r�sults to
lhe Cily,
�. C�ua�kt�r car��eol le�#ir�g �f ir�-����� matcrial an thrs proJe�l wi€I b� p�rforrr�ec� b� �k�e �iEy a� ils �wr�
expar��e. An�r r�#�sl�r7q r�qu�r�d as a r�sull o� f�'tlur� of !h� r��#�r�al t� �n��l �rojc�ct
spe�Gft��#iof�s wNl 1�� �t ta�� expense af th� con����kor and u+i�f b� bilE��i at c�mrr�erciap rates as
tle�err�ir�ed b� ll�� �it}r, T�e f�iiure �t lh� �rt� ka �nake an�r �ests ai rnaterial� sh�ll in rtb w��
re�iev� the contra�#or o� �#s r�s}�ar��i�ilit� to �urr�ish makerEafs and e����n-r�n� cor�i�rmin� to !he
r�q�irernenis �fi the conlr�cl.
��a��
S �-37
��
P��tT D - ��E�#�L ��I�DlTI�N�
D, C+��k I�ss Ihan �4 ho�rs naiic� sk�all �� �r�r�ric��d k� ih� �il�+ by lhe �ontrac#or far operaiions
r�t��i�ring kest�n�. 7he �o�iractor sF�a11 p�ov��i� ��c;��s �n� lren�:h s�f�#y sy�ls��r� (ii req�ire�) fof
t#7� sife to �� t��#ed. and �rfy worlc e�#ork ir��ral�+�d is d��rr��d lo he ir��Eudc:rJ ir� t�r� urt�t pri� fc�r
�h� lt�m b�ir�c� t����d.
�. �`h� �anlrac�or shall pTovi�e a c�p}� of thc iri�} tic:Ec�t for a�ch load of f�ll �a�erial de�iv�rad to t��
�oh �it�. Th� kGcf�e! st�a11 s��cify t#�� nam� of ti�� pil suppE�ing lh� fill rn�t�rt2�C,
b��7 7ENfP�FtAFtY EROS1��4, �EDIi4FEhtT, I�,ND �N�q7�R ��I�LIiTI�lV �OhITR�L
�, €�����iPTION; Tt�is it�m �hal� c:�rtsi�l of temp��ary so�l erusion sedE�nont an�l �+.�at�r pall�t.i�n
c�ntrol meas�.i�es de�med nmcessary by tl7e �ngii��er f�r ths �furation o� ��� con�ract, Tl�ese
��ntrol rr��a���res sf7all aE �� l�rr�� �e us�d as a subs��lute for Et�� p�rrnar��r�t con�r�l me�sures
unE�s� �iherwi��: t�i��r.ie�1 l�y �h� �r��irt�er a���i khey sh�l! n�t i�rclud� m���t�res l�ken b� lh�e
�OI�TRACTOR to cor�Crol ��nditior�s ��'e��ed �y his ctrn�iruc�a��r op�€�tions. Thc� t�rn�orary
m��sures ��all include dlkes, dams, borrns, s���m�r�l I��s€ns, tiber rn�#s, ju�e r�etking.
tompor��y s��diri�, s����w rri�l�:�, �sphall rnuEch, plastic lin�rs, ru�ble I�n�rs, b�E��-��}+ r�f��ds,
��kes, s�a}�� drakns and oiher devic�+�,
B. ��f��T�UC71�� I��;QUIR�'GVIFhI�`�; The �ngin�er has ih� �u�h�ri�y t� ti�fin� �r��lbl� ��rth
and the auEhor3Ey t� Ilrt�Et t�x� s�rf��e �r�� �f er�di�Ge�ea�kF� mat�rial c�xpos�� b� p��paring rtc�hl�
���wa�, c�earir�y a�d giubbing, #h� s�r#ac� �re� of ��odikale-���th rr����ris! ex}�osed by
e�tcf�valion, k�or�ow and !a �ieeck kh� ��NTRA�T�R to pr�vide #empnr�r� polt�EEan-�anlr�G
m�asur�s Ct� pr�v�r�t c:�r�#�rnin��ivn �f ad�a��n# streari�s, olher water �o�rs��, lak�s. p�nd� or
other ar�a� a� wa��r irr��our�dm�r�t, �u�:h wark m,�y invol+re th� cor�st��ction af t�rr��arary
berms, dikes, dams. sediinent h�asar�s, s3op� d�2�ir�� ��7� us� of lernpor�ry mul�hes, mats,
see�J�ng. [�r otF�er ��r�trof deuices or �xtetho�s d�re�t��l by iP�� ��gineer �� n�c:essary i� c�r�krol
��il �rr�s�t�n. �`�rt���r�ry poll�rlion-�on�ro! rr�e�sur�s sh��l be �sed !o �reven# �r c:orr��t �r�si�rt
lhat m�y de��1t�� durir�� ��n���uc:ti�r� �r�or to irrsl�Clat���r of pt�rman�rrt poll�lion cor�lr�!
fea�r�tcs, �uk ar� r�ot �ssac�a�ed witf� }���m2�r�ent conlroC ��atures �� l�� project_ Th� Engino�r
v�il1 lifl,al #he afea af preparint� rigf�t�a��way, cl�ar�rtg arrci �rtabbirYg. �xc:�v�ki[�n and bo�row to b�
p�c�p��lianal �a lhe ���i-�R11�T�R'� caps�iHly ar�� pr�gr��s kn ke�}�wr�� ih� frnish� grading,
mu��l�ir��, s��din�. an�l orher s�ch �erm�ner�1 poll��ion-conirol measur�s �urr�n� in ac�c�rdar�c�
v�+il�r the a�c��ted s�h�dul�, �#��uld sf>asc�nal candR#ions make such limet�tions �nr�akist�c,
tempar���r soil�efosfor�-contr�l m�asur�s shall �e �erforrra�cl �s dir�cled by �1�e E�g�nee�.
�. W�rst� or dEsp��al �r�as �nd �[rr��itu�R��r� �o�d� sh�ll b� Iocai�� and c�r��tructed ir� �
rn�rrr�ee khal wi�l rnlr�imizc� lh� arrro�nt of ��dirn�r�t �nk�rin� slre�ms.
�. �VNti�n wc�rk are�s �r rrM�t�r'i�l ���tr�es ar� a�scated in or �dj�c�nt ta livo stre�rr�s, sucfi�
areas shall �� s��af�t�d frorn Eh� str��r�7 b�r a dike ar othe�r harria�- lo ke�� �ed�m�nE
�r�m entering ��l�wi�g str�am. �are shal! be k�ke� dur€n� lhe ��r�skru�tit�rt �nd
��mova�l of su�h �r�rri�r� �� minim�ae th� muddyir�g �� a ste�arr�,
�. All w�k�rw�ys �k��ka be �le�r�d 2�s s�on as practicabl� af false work, pilir�g, d��ris or
oth�r obsiructioe�s placod ci�ring c�n�tr���ior7 o����ti�r�s i�a! are e�at a par� af khe
flnishec! work.
4, Th� ��ntr��tar sk��ll talc� suf�lcfent pr�cautio�s to prs�c�nt �oilutior� vf �trearns. lakes
artd rBse��arrs wi�f7 f��l�. oils. �iEurrkerr�. ��Icium �hforide �r a«�r harmful �naf�rtals_ I�o
shafl c�€�ducE and sch��s�le his pp�r�lion� �o �� tp �v[�id or minimi�e s�llalion ot
�lre�rns, Eak�s �r�d reservo�es arrd to avokd int�rf�ren�e wi�h rnav�me�l of rrikgratory
fi�h,
o�ao� S��38
�'�F�T [� - �P���A�. ���1�ITlC�N�
�, �ri���U1�CN��N7 Ah�D f�A�f�+tEhkT: All work, m�teri�is an� equiprne�! r�e���sary io pr�vid�
lernporary e�os��r� �o�ziroi s�a1l be c�rrsi��rad s�bs�draey [o [he ��r�#ra�� and no oxtra �ay will
b� r�iv�r� for t��s wor�C_
D-68 Ihf�l���� AfJD ��R���IOB�TF�I��fION OF �►�CE�� TO ���V��
TI7� ��nlfac�or sha11 provid� artgre�s and egress t� EI�� pr���rRy beGr�� crossed by lhks cr�r��l�u�ti�n
and ad�acen� pr�pa�t� wf�en �onslr��lt�n t� �o# in pro�r�s� and al r�i�hk, C]r�ves ���a1k b� Eaft
acc�ssib�� at night, an we�k�nds, �nd during 1�olydays, Ti�� �aniracta� sh�il cor�d�c# k�i� �ctivikie�
#o minimi�e obslr��clio�� �fi ��c�ss to driv�s an� property durir�g kC�e pr�gr�ss �f ��nstfu�lipn.
M1loti(ic�iion sh�IJ b� ni��e �o an a+�ner prior io I�is drivewa�r beir�g r�moved andl�r ��buiit_
D-69 PRO�'��7tt�4� �F TREE�, PI�ANTS ANQ �OIL
All �rop�rt� along and ad��cent t� 1f7� �or�t�actors' o��r�tions �ir�cCuding I�wR�s, y�rds, shru�s, lre�s,
ef�:., �Fr�ll be pr��erved �r r�st����l after cam�Eotion o� lhe work, t� � cor�dition ��ual to or b�tE��
l��r� exisled pr��r ia s#arE �f work,
A�ry lrees or ot�er I�r�dsca�re feakut�s s��rre� c�r darr�ag�d by tt�� �onlracta�'s ��er�ti�ns sh�ll be
rest�red or re��aced �! 1�� ��r�tra�t�r's �xp�nse. Tr�mming �r prunir�g lo �aciliE�t� t�� work t�+rll be
�ermii�e� �r'k�y by experi�nc�d w�rEcmer� kr� an �pp��ved fnan�er ��i� tri�ri�'nir�g or prunie�g vuithout
kE�e pr��{��rl� awn�fs' consenl}, Prun�d Rirflb� p� 1" di�mel�� �r I�rg�� s��ll �� lhoro�tgf�l� trea�e� ��
��on �s �assibl� v�iEE� a fre� +��urtd dresstnr�.
D-70 �IT� R�STOF�TI�#�
T#�e �ontr�ct�� sl��Il k�� respar�sibJ� f�f fi�stonng khe s�te to orkgGn�! g�a#� ��d c��drt€oe� after
c�m�k�lit�n of �is ap�rations s��tecl !o �}�prov�l af Ihe �r�c�ineer, 1'#�e ��sis fior appr�val by �he
�n�ineer w�ll b� t�rade r�st�ratEo� t� pl�a� minus one-t�r�th {�,1 } of � faoi_
b�7'� �4'I"Y �� F�R7 WO�TH STiI�VDARD PR�DU��' LI�T
Pro�os�d producEs s�brnalled in lh� br� d�c�m�r�is rnust appear �n #he 1�1e�# "�i#� �f �orl 1+V�rih
�t���dard Pro�u�# L��#, fc�r tl�� bld #o �e cor�sad�r�� res�onsGve, �radu�ls �e�d ������ses lisi�� in
!h� "�i�y of Fr�rt V�lor�}� �t�n�ard 1�faduct List, s1�alE b� cor�sid���ci to meet �ity af F�rt Wo�[h
minlmurrs �ecl7r�ical r�qu�re�onts,
a��� s���r� ��va�.vi�v� Furv� �s��} ��c�ui���n�r��'s
TF�is ��a�e��. �n �+��i�i��r �� sl�nd�r�d �ity o€ �or� 1NarEl� r�quir�m�r�is. rrr��r ir�v�lve o�r#�in �tat�
requi�ement�, �`h��� r��uiro�en�s, If �p�l�cabl�, a�e provld�d in lh� f�ilowii�� docu�n�r�ls �nd shot�ld
l��oraugh4y �� ��vhew�� an� co�pJ�t�� b�r �#�� c�nlra�tor, l'h�� includ�:
�. Ak lhe Ti�ne of ��nlr��t Docui�ior�t �xe�cutian
* L��i-143-��nlr�ctars Ac! �f Assurar��e
• E�-104-�esal�ti�n
IN�rk r�quarc�� t� �onform t� kl�e�e requi�err7er�ts ��r��l b� co�rsider�d s�bsidiary ae�d r�o exEr�
p�yrrter�! u+il] b� n�ade,
T�r� �F2F requarem�nl� �r� �n�Eud�d in Ap��nd�x A.
�-73 TO��QIL, S�l7DINC, �EEDING & HYDROMULCI-E�hl�
This Ek�m shall b� p��ormed i� a�c�rciar+�� with t�� �ii�r �F FnrE 1Narti� ��r�s ar�d �ommur�ily
�c�rvi�es D�parkrr���t Spe�i�ications f�r To�soi�, �o�ding and �e�tiirtg.
o,���� ��-3�
- - P�1F�T D - ��E�I�L ��N�#TI�NS � .
� . �ro�so��
D���T�IPTiO�I: TF�is Jlerr� wlll c�r�slsk of �ur��sh3ng an� plac�n� a�inim�rr� of slx ��� fr��h�s �€
k��so�l, fre� from ��c�c and for�igr� r��#eri�l. ir� �!I ��rkwsys a�d m�dEan� t� ��� lin�� and g��de�
�s esl2�b4ishe� b� lh� �r�g�n��r_
�ON�'1'RU�'�I{7fV �AE'Tl-l�D�; Topsoil w�ll be se�ur�d frorn i�orrow sne,rc�s as required ta
suppl�m�nt n7���ri�l secur�� from sir��� �xcavalian_ AGI �x�av���d m�#�ria�s fram str��ts
wh��h �� s�,itabi� �or laps�il wiEl �� �sed �r� tl�e parkw�ys �nd rn�dians b��ore �r��r to�sail is
�btai�ed �r�m a b�frow so�iree, Topsoii m�k�rial se�urted fram st�eet oxcavation �h�ll b�
sto��pk��d �l focaiion� a�prov�d b� fh� �ngine�r� �nd �t corrtpfelion ot gra�in� a�d pavtng
op�r��E��s, �ops�il shall k�e �la��d �n �aFEcway are�s �� 2�s t� pr�v�de 2� min��um �3x �6) i�rches
�� �ampacte� �eplh of #���sai� parkwa�s,
�_ ��DC31N�
����R�PTION: �o�din� wlll �or�s�s� ❑� ��rr�fsk�ing �nd pl�r�Ein� 8sr�u�a, 8uf�al� or �l,
Au�i�slir�� gr�s� ir� Ih� �reas �e�we�n �h� curb� �nd w�lks, pn t�rr�c��, if1 ffkE�l�fl StfI�S, or�
ern�ankmonts �r cul slap�s, ar In such s�eas as d�sign�t�d �n �k�� �?r�wings a�d in
�cc:c�rc#ae�ce with the r��uir��x��r�ts oi thE� ���c�fic�ki�n. Recommend�d B�ffalo �r�ss varieti�s
for saddirrg are Pra��ie and 6�9.
Ml�T�RIAL�; ��d sh�[� �nnsisk �f It�a and �rawinc� B��muda, Bt�ffalo or �t, �4��g�a���n� gra�s
��cufed #ram sourc�s wh�r� th� s�JC is ��riil�. �ocf ks� I�� plac�d dufing tF�� dorm��t s�ate of
tli�s� gr�ss�s sF��ll b� aliv� ar�d accept��Co_ i3e�nYud� �nd �uf��la� �r�ss sad sha11 h��� �
�reallhy, vi�ll� roo� s�+st��rr �� der�se, �hickly rt�alt�� r�ots i�roug����l ��wo {�} I��tr mini�n�rr�
Fl��ckn�ss of r�ati�� soal 2�E1��h��t f� lh� ro�ts. �l, A�guslin� grass ��� sF�2�ll ha�e a he�lth�+,
vi�l�e rool sys#�am of d�n�e;, tF�ickf� ma�lt�d �aots throu�ho��t a orro {1 } ir�ch mani�num li�l�kn�ss o�
n�tiv� �ail a#���hed t� lh� roots_
Th� ���! sh�ll �e f�ee frarn �hr�c�xa�i�s w�eds a� oth�r grass�s �nr� �h��f n�# �antairr ar�y �rra�k�r
d�le�er�aus to its �rowlli or wF�i�h� rnigE�t �F��ct its ����sfst�n�e or �rar�i���ss wh�n trans��an#�d,
�o� to b� �I�r.�d b�iw�en cur� artcf wal� �r�d t��n k��r2��es s�r�ll be C�e sain� typc gra�� �s
�d��o��l �rass or �xisiing J�wr�_
�af� s�rall b� laken aC �IC lirri�s to r�t�ar� ���li+�� �vil �n khe roois �f li�� s�d d�rr�r�g ih� prc��ess �f
�x�;���tir�c�, f��ufing, an�i plan#�ng_ �od rr�atcriaf sl��l! h� kt��t m�Fsf from �he ttm� it �s dug �nti�
pFa�t�d, 1Nl��r� �a d�recked �y the �ngineer, th� so� �xrsting at th� �c�ur�� �f�ail �e waler�d lo
lhe �xt�nt re�uired pri�r to ��c���+aking. ��� ma�er�al shal� bo pla���d wtlh�r� l�tr�� d��s �f��� Gt
i� exc�V�k�d,
�Of���f�U�Tl��l M��fOb�: After the d�sign�#�d area� h�v� b��n �omp��ted ta t#�e I�nes,
c�r�dos, ar�d cr���y���lior�s �how+� �� #he �r�wings a�� as pfavided for in olF��r ilems �f khe
��ntracl, s�dd�r�� of lh� l�pe spe�if��� shall �� perCorm�d in ��cn�r�anc� wi�h th� r�quir�mer�#s
h�r�inaf�er des�fib�rd_ �oddir�� �k��Ei be �it�e� "'spt�l" or "#�l��k": �ilY��r B�rrr�uda, B�k�aE� or �i.
�,�gusti�ae g�a�s,
a. Spo! �odd�ng
Ft�rar�ws �ar�ll�I �� th� curb li�r� ar �i���nralk Cir���. iw��v� (��} ir�che� orr c�nl�rs or to th�
�ir�rx�nsi��ts shawr� �n #h� C3rawings, �ha�l �e o����d on ar�as tq t�� sodded, In 2�11 f�rrows,
sad approxi�natel}r tr�r�e �3) i�r.�es s���r� sh�ll be pl�c�d ar� twv�l+r� {��) inch c�nters ai
����r ��-�0
���� � � ������� co�v���r�or�s
[7
�r�p�� d�p#h s� �hal I�� t�p �f the s�d s�rs�l no� b� kY�t���c EE�an orre-haff �1{2} In�h �e1ow lhre
F����1���€ gr�d�. Hol�� of �quiv�l��t deplh a�rd spacing may b� us�� irrstead o� f�rfows.
T�re ���k sh�ll b� firr� �raund e��f7 ��oc1� �nd lh�n #he entife so�ded �re� shalh �e ��refully
roll�d with a h�a�y, hand roll�� d�velopin� fii�€��� {1 �} Ic� twenky-EEve (��} pounti� p�r squa�e
ir�ch c�i��press�or�, h-lar�d ta��int� m�� k�e req�,ire� �n �er���es_
�lo�k Soddinr�,
A# locatio�s on ihe� D�awm�s or wh�re �ir��ted, �ocl bk�;;k� sh��l1 b� ��refuliy p����d �n !he
p�e�ared a�eas, The so� shall b� so placed ���k i��� �niire de���rr�l�tl �r�� sh�ll b�
��v�r�d, and �rty �roi�l� left in ��re #�€ock soddir�g sl�all �e fill�d wil#� addit�oR��l sc�d and
�amp��1, "1`h� ef�lire �c�tlded �re� s�raH b� rolfed an� lamped lo f�rm a t���o�tghiy �om�ras;t
�o1id m�s�, ��r����s �f b���k sot�. whi�l�. le� Ehe �panic�e� of the Ee�gineer, ma� siide due to
th� heigF�i or siop� of lF�e s�rface or n���r� of tl�e soil, s��ll,- up�n �firec:�i�r� nF ihe �ngin��r,
be �eg�e�i wGth vu��den �egs dr�ve�r lhro�gl� kh� s�c� #��oc�C tq #i�e firrr� ��r��, �u�fEc�enkly
�Iose lo h��d kl�e k��o��c sa� ��rmly in �l�c�,
Wl�er� ne�es�ary. Ehe sad�e�1 aeeas shall �� s��othe� aft�r �lar��in� h�� b��e� ��mple#�d
�nd sl��p�d #� c:�nft�rm ��a lh� crt�ss�se�l�on ��eviously provi�l�d and �xislfrr� a� lhc� lim�
so�drng �p�r�iior�s w�re beg�an, A�}r �x��s� dirt fr�m plan#ir�g op�rations shalJ be s�resd
�rni#��mly aver the a�jacer�t ar��s or dFspos�d o� �� dir�cted E�� tfie �ngkr�eer �o kf��l kl��
��r�pl���d su�`fa�e wRll �resee�� a si��rll� ap��aranc�,
Ti�� sodd�ed a���s shall b� t#�oro�gr�iy �+�te��d irr7rr���i�r�ly �f#�r kl�ey �re pl�nked �r�d shall
l�e su�seq�x�rrlly walered al �uc#� times �nd in � m�nner �r�G q��r�tif� t�ire�#�d I�y kh�
�rtg9r�eef unl�l cor��KeE��n and �i�a3 acce�tar�c� of ihe prox�ct t�y lhe �ily of �ork �N�rlh.
3_ �E�Dl�1�
Ci����IPTIO�J; "�eed�ng„ will ��nsast o� p���arir�� grou�d, pr�viding and p�a�fing s�ed or �
rr�ixkure oE se�d oF lh� kir�d �pe�i[i�d aGor�g an� a�rass such areas as may �e ��sign�ted �r� Ihe
Drawir�gs and in acc�rdan�e wilh l�ese ����if�cal'€or�s.
M�T�RIAL.�:
a. ��r�eral_ �II s��� used m�si carry � 7ex�s �f`es#i�g ���� I�bel shov�+ir�g punty ar�d
�er��ir�a�ior�. narr��, ly�e ot s��c�, ar�d tha! �he �e�d ���#� �ll r�q��iremer7ts oi tM�e �exas
��ed ��w, �eed iurr�ished sE�sll be of �he �revio�s seas�n's cro� �r�d ih� ��t� of �n�ly�is
�#�own v�+ �a�h t2�� sh�lE �e wiEhin nine �9} rnont�s �f �ime of delivery t� #he p�r��ect, ��ch
vaei�t� of se�d sh�li be furnisl�e� �nd d�11�+er�d ir� ��p2�r�k� bag� �r c��tai�efs. l� sampl�
of each var��Ey �f se�d shall b� f�rr�is��d �ar �r�����is �nd #esli�g when d�r�cked by ih�
�r�gin�er.
Th� sp�clfi�d s�ed �h�ll �qual or ��cc�ed t�� f�llc�war�g perc�nt�ges �� P��lly and
germi�ra�ion;
Corn�an i�ame
�ornm��, �srrnuda �ras�
Anr�ual I�ye ��ass
Tail �es�u�
+�lest�rn �l+hea#grz�ss
�uff�lo �rass ilarieties
Tap Gun
C�dy
Puril�
95°la
95°l�
9 �°lo
95°l0
95°f�
��4{0
��rminat�on
9�°la
95°l0
94°l�
��°Ia
9�°l0
���lU
oa��ro � S�-� �
P�F�T D - �PE���L ���lDITI�NS
7able 1��.�.{��a.
[1F��A� AI��A 1NA�R�41���A���N ���QIN� RAfi� {Ib�.}t Pure Live �eed {�La)
MixCur� for ��a�+ �� Ti�h� �oils
D�at�� (�as��rn S��tio��} (VJes#ern �e�tlnns}
F�b � 6�rrn�,dagr��s 4Q ��ffalog�ass 8D
�� Buifal�gr��s 6� �3��rriuda�rass �0
l�+la y �
T�t�l� 10� �otal; 1�0
[l�ixture far
S.ar�dYy Sails
(F1al 5eclion�}
�ermud�gras� 60
BufE�l�qras� �0
`�o#al; 10�
Tab��, 1��.�.(�jb
7EA�POF2AFiY ��OI.R���4SQfV ����]Ihl� RATE� (�b.} Pure I,Ive ���d {P��}
D�k�s
A�c� � �
�o
M�y �
�A�I S�cla��s)
T�II res�u� �0
Western UV#�eatgrass �0
l��nual I�ye �0
T�#�I; "�00
�U�l�7�t�1�TIC?�l ��TFt���; �0.�ter �1�e desEgn�l�ti are�� h�ve b��r� r,ornpl��er1 tv li�� lines,
c�radcs, and cros�-�e�l,lons sf7awr� or� lire Drawing� ar�tl �s prt�vid��i for ir� ot��f Il�rr�s of It�is
�anira�t, s��dtn� of th� fyp� sp�c�Fi�d st���l �� perform�d in accardance wikh th� req�ireme�ts
h�rei�after �escr�b�d.
s_ I+Vai�riRtig. ���d��i ar��s �hall E�� w�tercd as dire�i�d by tho �ng�ne�t so �s �a prc�v�nl
uvasf��ing o� l�� slop�s or ct��lo�igm�r�l of 1f7� s��d_
b, �Inishing, 1Nhere applicable, ihe s���Id�Ts, sl�pe�, a�d di�ck�es sl�all �� srnao#h�� �tt�r
s�ed ���t pr���t:�l�on h�s be�r� c�m�keted and s�aped to �c���ar��7 k� th�± �r�s�-s�ctinn
prcviously prc�vtded artid exJsl�ng �# lh� Eirn� p�ar��in� o��rar�ans w�T� bc�un.
k�R��D�I��T ��EDI�l�: The see� or �eed mixk�re i�r lF�e c�u�n#I�y �pe�ifRed �h�ll k�� �tnl�ormly
�i�tribule� ovef CF�e ar��� showr� c�r� I�,� i�ra�rings ar3d where �ir�clect. I� rh� �ov�ring of se�d �s
b� h�nd, ralh�r lh�� b�r n���l�anical ��te�l�o�ls, lhc seed shall b� sow� in two dir��liar�s a� righl
ae���es to each nlher, �eed ar�� f�rtif�zer �17alJ be dRsirlbuked �t t.l�e sam� l+n3� prov�ded Ehe
spc:cafied un�f�rm r�t� of �t�pl�c;ala�� ��r i��,tl� i� okrl;�fned, "�irti�sr7ir�g�� as �p�r.ili�d in ��r.���xr� D-
��, �onslrt��tic�rM �19�tha�s, is n�t applicat�l� sir��� r�� sc�d b�d pr�parati�r� �s rcquired,
�E��CL �EEf�I�V�; �ail �v�T tl�e a�ea sh�wn on #h� Dr�wir��� �s dir��t��i l� I�� se�d�d s�Mall
b� Ic�aser�ed t� � minimurrr �ieptr� �f �r,r�� ��� i�,�l��s an�l all p�r��cl�� �n ih� s��d ��� sh��l b�
r�duce� t� i�ss lh�r� on� {1 } ir�ch ie� diam�ter a� ihe�r sh��E !�e r�n�oved, The aroa sk�all th�r� be
�inish�d #o lifl� and gr��e as s�ecifi�d un�e� "Fi�rishing,� in ��ction E}�46, �onstruction f1+ie#ho�fs,
Th� seed. or s��� rrrircl�r�. speciE�cc� sh�ll then be {�lante� a� th� raie r���,Fr�� and tF�e
a�pli�ati�n shaCl be rr��d� u�ff�rmiy, If Ih�* sowin� oi ��ed a� b� hand rathc�r thar� by rrto�hanical
m�thods, s��d shafl �� rak��f or #��r���++et� into lF�o s�il to a d�pth of �ppro�€irnat�C� a�ne-eigE�t
(iJ8) inch_ The pla�te� ar�a shall be eolled with a corrugated rnlier �f the "�uE#ip���Ce�" t�pe,
Afl ral�in� ai ir�� �lo�� area� �#��II be on #h� c�n�o�r,
A�P#-##�LT fU�l}L�H �E�DI�I�; T�c� s��l �ver lh� ar�� shawr� on th� Drawit�gs, c�r as dle�c�ed io
b� s�ed�d, shall be lo���ned io �he minimum depi#� of th�ee (3} �e�ch�s a�[t ail �arklcG�� In t��
s�ed bed ���II be redu��d #n k�ss �tti�r, �ne {� } Nnc� in diam�ter, �r thGe� shall ba romo►�ed_ T�r�
o�r�av7 S �-4 �
P�I�T D - �PE�IAL ���lDITI�N�
a�ea shall ihe�r be i�nish�d ta I�ne �r�d t��a�e as spe���ied r��7�Eer "Fi�ksE��ng" i� ��clior� D,4�,
�anstruciion N1�1�crds.
W�ler s#��II #]��n be appl�ed ko !�� ���ti�rat�d ar�a �f the ���d bad �r�#il a n7i�rimum d�pth of sEx
�G� inches is lk�orn�aghl�r mois#�r��d,
Aff�r ihe v�+at�rir�g, +�r�en ihc t�ra�nd has becam� su��icker�tl}� tiry to b� �o�s� ar�� pl��ble, lhe
se�d, or se�d ax�ixEure specified, s#�all th�r� b� planted at lhe raEe requieed and th� �pp��c�tior�
shall b� ma�e unkformly, ]f �he sowir�g af s�e� is hy har�d. r��her l}�a� m��F��nic�l r�n�tl�o��, lhe
se�d sh�1k be s�w� an tw� r�ire�li�r�s �l r�gl�l an���s t� e�ch �#her, �e�d and f�t�ilrzer ma� be
dislribuE�d at �h� �am� li�ne, �ravld�d th� spec€f�e� unifofm rat� �f applr�atto�ti f�r both is
obl�ir�ed, Ait�r plax7t�ng, tl�e s��d �ha�l be rak�d ar harraw�� in#o lh� s�i1 to a dc�pth af
approxirnat�ly on�4quarter {fi��� in�#�_ Tl�� �Eanl��i su�fac� area a�[� �iving a smo�lh s��face
wilha�! ruts or tfacks. In �ielween �#�e li�e �nrnpaClifl� Is Ct�rr'rF�lek�d �rtd tf7� �5�h�1# i� �pplied,
th� �lan��� a��a srial! be waE�r�d s�f(ic:ien��� #o assur� un�fa��� mois#�re fr�rrti the s�rt��� to a
rnlnir��rn �f six {B} ir����s �n dep�h_
Th� applEcatFor� of �sphalt sha�l follow th� last watering as rapidl� a� �o�s�bl�. A��ph�l! �Y�all b�
of th� ty�e a��d g�a�� as sl�a+n+n �� lhe �rawir�gs and sM��ll �or��ar+r� to kh� re��u'tre���#s of li�e
Item 30�1, „�1spl���ls. �il� �r7d �muFsions", �[ lh� ly{�e af ��phait t� �� us�c� is r�vl shawr� or� l�e
I]ra+�rir�gs, or it pra�nrir7�� �re not include�, th�n Nl��� shall b� �sed, Appl�ca#ians of the �spl�ali
s��li be at � rat� of #hree-f�nths (0.3� ga�lons p�r �quar� yard. It s�rall be �p�lled fo tFae area in
s�cE� a rr�ann�r sa lhai a com�leie �tJrn is abt�ined �nd li�e �i�ti�h�d �urf�c� �hall be
c�mp�raiiv�ay sma�#h.
I�E-��E�If�� �� AR�A� Pl�Af�T�D IN�TW ��OL �EA�D�� �PE�I��: Af�as wher�
te�po�ary cpol seasor� sp�ci�s have be�n plae�te� ma�r be replaflted 1�e��nr�ing �ebr�ary � wtth
warn� s��sor� sp�c€es as lis��d in Tabl� 'I��.�(���, The re-see[iint� will be �chie�red Err 117�
follawing rnan�er, T�e �oai �easorr specie� sh�E! b� rra�wed dr�wr� k� �#�ei��r� �� on2 (� } �nch l�
ins�,�e lh�t sl��-��e�i�g �quipme�t wiH be a�ie #� cut #hrough #h� �urf a�d a�hieve ad�qt�al� soil
pefle#ratiar�.
k�I�t-s�edi�g. is achleved thr���h th� use of an ��npl�m�r�4 whi�� cuts � f�,rr�w �siit} i� ti�e soil
�nd �i��es ll�� ���d ir� tF�e �I�l which is t�en pressed ckos� wilh ��ulti���ker wh�el,
4, HYDR�Cv1L1L�H ����IN�:
Ii hydr�or���l��t se�dtn� is provid��, s��d �nix s�al� ��ve 95°la purit� o� Berm�da �ras� �nd Y��ve
���rrrrina�ion raf� o� �0°l�_ ��r��r�cta� �hall ��s�re EF�af fhe gr�s� e�t�blishes_
�, ��hl�TRU�TI�iV W1THIiV p��FC AR�A�
��.JFt� RE�T�RATIOf� �F PAFtK A��A�: F�RT4L���1�
D���RIPTC�EV; "�e�tllizer" will �ortsi�l of pc�vi�fir�g �rr�i �iistEi�uting fertiliz�r c�ver suctr �re�s �s
�re de�ign�ted �n t�� I��awin�� ��td in �ccordar��� wiil7 l��s� ���cifica[ians_
N1�I�E�i���; �II fc;r#iNiz�r us�d shall b� d�lrv�red i�r bags or c�nt�€ners �I��rl� lal�eled showir�g
th� an�lysis. Th� f�irti�i�er is subject to teslin� by ihe �it�+ �� Fort �lVorlh �n �cc�rd�n�e wiih �he
��xas F�rE�li��r Law_ A pe[le#ed �r �r�nr�a�t�d #�rtiGi�e�` sh�ll be us�ci with an analysis of ��-�0-
� br 1F��-$ or h�vi�� #I�� 2���I�si� sh�wn �n t�� D��w��tigs, Tfne figure� in ih� analys€s
re�reser�l ih�� pe���nt of nit�oge�ti, pi�as��oric acid, and p�t�sh n�trier�#� r�s�aectiv�l� �s
t�e#efmined by ��e meihods �f tF�e A�ssvcia#i�n �f Of��cFal �g�ic�l�ur�l �h�rr�is#s,
o��r ��-�3
P��T D - �PE�I�L ��NDITI�hI�
Ir� ti�� �ver�� ii is n�c���ary io subsii�ute �€�r��ltz�� �f � di��er�nt anaG�sis, it s��aN b� a p�Gl�lec!
�r graa�ul�4�d f��Cr�lz�r wriFr � lower co�rc�r�ir�ti�r�, T�t�k �mount. of r�ulri�nt� furnis�ted �nd
��aplie� �ee acr� ��all �c���� or excee� that sp�cifi�� f�r �a�fx nutrient.
�OtV�`�F��J�TIO�I f�iET���D�: When �n Ilerr� t�r f��€i3i�er is Jr�c�u[�ed �n th� �r�wGr�gs and
prt�����1, pelle#eti c�r gr�r��xJ�ted f�rtil�z�� sha�l k�e 2�ppG�d uniformfy ov�r ihe �r�� sp�c:rfied ko �e
ferti�ize� ar�d i� th� m�r�ner �fireck�d for tk�e ���ti�;ul�r ���m of warlc, Fertifiz�r ��r2�ll b� dry ��d in
goo� �hysical �onditior�, �'ertilixer that is pawd�re�d to �:�k�d will be re���t�c�. D�s��ibul�on of
rer#ili�er as a parkicular it�m �f �n+ork �ha�l me�t t�� a�prov�l c�f Ihe �r�gfr��er.
�.Jrr��s� �����+n+a�e ir��tcaled oi3 lh� De�+nrir�gs, f�rk�lizer ��alE be ��plicd �rriforr►7i�r at lh�� aver�ge
ra#e �� t�rr�� hur�dred {3�7�?} pounds per acr� for �II types of "�adti�ng" an� f�ur hun�red (��f7)
p�unds p�r acre ��r alf typ�s o� "��eding„
N1EA�URErv1�fV�": Topsoil s�cureti Fr�� b�rrov�r s�ur��s wi�l be me�s�r�d by th� sc�u�r� ��rd in
�Gace �� f��e praje�C sli�_ �l1��s�rem�rtt wiil be mad� �nly on t�psolls sec�rod frorr� bor�ow
s��rc;��,
Acc�ptabl� m�t�ri�! fvr "S��ding" will be m�as�rc�d b�r lk�� �rr���r ft�ok, c�r�pi�ie �n placc�.
A�c��t�bl� r71�i�Cia� ft�� "�adding'� wili be m��sur�d by Ch� li��ar faot� compl�t� in pl�ce.
A�c��ptable maieri�� ��f'"F�riil���r" �f7�ll E�e subs�d��ry Co th� pric� �f �oridkr�g �r s�e�i�g,
PAYM�fV"�'; p�ll w�r�t �e��armed as ofd�r�d and rrr��sur�d as pro+ri�c�� ����r '"�l1��surems�tt��
s�ali b� �a�d fpr �l th� ur�i� price b3d for ea�h it�m �f work. I#s prlce shall ba fu�l co�r�p�r���tion
for �xcavating {except a� nc�ted I��low�. I�ading, haulir�g. �N��ir�g �nd furnls�irrg all i�bar,
�q��i��r�enl, lools, sup�ki�s, a�d i�cid�nt�€s necessary Eo ca�pl�te work.
All I�kr�r, �qu�pr�er�l, toc�ls and in�ider�l�l� ���e�s�ry io s�i�ply, tra�s�ori, stt��kp�l� ��d place
lopsoiC or sa���ge kc�p�c�fl 2�s specified shalE be rnclud�d i�� "��e�iing„ or "Soddir�g" bJt� Etems �n�l
wi�1 not ba pai�l for dir��#fy-
..�}�oC sod��ng„ o� "bla�� s�ddin�" a� 1�7� ca�e rn�y �e, wHl b� p�id for �1 tl�e �orttr��C ur�ft �r€�e
per �qu�r� �arc#. �r�rr�plete !r� ptace, as ,�rc��od�� in i��r� gr�p�sal and �oniracl, T�t� c;carrtr�c� u�i�
pr��e sh�f! h� lh� Ic�l�I ��rr���ns�iiorr for f�r��isfiing and pl�r.rng afl �od; for aif rollir�g anci
#��prnr�; fof all wa��rinc�; f�r dispvsal t�f aA su����s mate�r�alsr �nti for �II materiaCs, i�bor,
�t��a�}�rn��i. tools artd irr�id�nkals nec�ss�ry i� cvmpreke k�e tit+ork, all in accorti2�n�e wi#E� l�ie
�?ra�r����s ���r� EF���e ��r��ifica#iorrs,
Th� work p�rfa�m�.�d and rnateri�ls iurnish�c� �rtc� m�easured as �rovid�d ��r�d�r "hrteas�re�er�t"
shall k�e ��rd ior �I the uni! peice for "�o�dlr�g��, �r "�otlr�Jr�g'�, at #he #�rpe s�ecif��d, �� t�e �as�
ma�r be, whr�h pi�ic� sJ7�ll ea��� b� full corr�p�nsalion fqr Kur��s#�ir�g all Fnateria�s a��d for
pee�br�ning all o��ralions ner,��s�r� lo compleke� lYre v,ratk a�c��ted as ft�ll�w�:
��rlilr��r m2�t��12�1 �r�d ap�lication will �ot b� rr���s�ar�� �r paid for ��r�ctiy+, I�u! is considered
sub�idlary to �odt��r�g �n� �eedi�g.
a,i4 ��Id�II��D �P�1�� ENTftY PRO�R�INF
It shall #�e ti�� r�sp�nsibiliEy of tf�� can�ra�#�r C� i��plemer�l ��d main#aEr1 a V��'t�b�� "���Fi�I�D
�C�A�� �I�TF�*�` PF20�i�A�M" wh�ch ��usf �n��t O�N+� r�t��i��menls f�r �II Ji� �mpf���e� �nc�
sub�o�lracic�rs a� �I� tim�s �f��rir�g �anstr��lion. Au ac�iv� s�w�r m�r�hc�l�s. �egar���ss of �r�th, �r�
�lef€�e� k�y O�HA �s "��rr�7rt r�t��ir�d cc�nf �n�d spat;�s", �ontracior� �h�al submil an accept�bl�
o�s�� ��-��4
I�AF�T D - �PE�I�,L ���1DITI�N�
���O�FIf��D �f'�1�� �F�TR*� �i���l��1hl1" �or �II �pptic���� r��anhol�s and rr�a�ntain �n ��#iv� file
f�r lh��� m�r�hales_ T�� cost oi complyir�g w��F� l�r�s pro�r�m sh�ll be subsida�r�r to th� pa� i��xms
ir��c�J�r�ng work in ca�fi��d s�a�es_
D�7� �UB�TANTI�4L ��MPLETI�N iN�PE�TI�N�FIhiAL ITI����TIDI�
�. Priar tc� �i�e �i�a1 kns�e�kior7 �cir�g cor��uc�ed far lF�e pr��act, t�e c�nirac#or ���11 conla�t �he
�i�y �ns�eclar in wri�ir�c� w�en if�� ��tir� �r�x��t �r a des�gna�ed porki�n o# ihe proj�ci Is
subs#antial��r �orn{�E�t�_
�, Th� inspeckof alor�g wilh �p�ropria�e �i#y sl�if �nd fh� �i�y`s cons€�itanE shall �nakc� an
InspecRion of l��e s�bska�li�,lly corn�Eeled �+ark and p�e�af� a�rd subenl� t� l�e c�nlra�lor a
list �f rt�ms n��dwr7g tr� t�� �ompl�i�d ar �arr�r;�ed,
�_ Th� car�lract�r shall ta1�e immed�2�#e st�ps ko re�!rfy ihe 1ist�d dofi�i��rcies and notify th�
�+r�ner In wr�ti�g wher� �E! lhe G�err�s h��+� b�er7 c���3i�t�d or �orr�c�ed.
�. P�y�rt�n� f�r �u#�stantial �ompl�tion ins�ect�on a� w�ll a� �ir��l ir�s��ctiptt s�al! b� s�bsidi�ry
to the pro��c# price_ �a�#�a�t�r shall sti11 be re�}i.r�red Eo �c�dress �11 o#h�r dafici��ci�s wh�c#�
are d�sc�v�r�d �f th� lir�� �! fin�l �r�s�ec#i�n.
�, Fin�l in�p��lr��� sl�all k�c� r,� canfarmanc� wi�E� ��ner�C con�lition it�m "'��-5,'!8 Final
In�pecE�on" of PART � - ��fVER.l�L ���1D1�9�i��.
D-7� EXC�I1fAi��N NEAI� TR��3
1. Th� ��n#��clor sh��lt #�e fesp�nsib�� f�r takfn� m�as�6e� k� minirr�i�� d�m��� Ic� lr�� lir�b�,
#rs� tr�nk�, and #e�e ro�ts �t ea��r wor�C s�te. 14tl �ucl� me�s�r�� ��aE� b� cc�n�id�rad as
irr�id[�r�t�l w�r�C lr�clu�ed kn khe ��n#r��1 L��nii Pric� b�� �ot a�plica�le pi�e ar str�c#�re
ir�s1a11aEion �x��pt for s1�orE tunr�eiin�lt�e� �u�erir��,
�. Any ar�� all #r�e� ��c�iEed +r�it�i� lh� �q�ipm�nt aporatina� arez� at each work �ite �h�ll, �t #he
dtrer,#i[�n of lhe �nc�ineer, �e p�at�ck�d b�r �recEkn� a"sr�ow ��nc�" �I�n� the drip line or
edg� t�f lf�� Er�� r��t s�rskefn be�we�n teee a�ci ll�e ca�strucl��n �r��_
3_ �or�tr�clor shaN in�pect ���h work sit� in adv�rrce an� arrar�ge t� have �r�y tre� Jimb�
�funed lh�t �i��l kre damaqed b}+ ��uiprr��nt �p�r�tior�s_ Tk€e �ngir�eer sl��fl k�e �oli�i�d at
le2�sk �� no�r� prGor t� arry kre� trim�n�rrg uu�brft. iVo #rir�rr�ing wc�ri� will b� p�rrnil�e�i w�lhie�
�ri��t� prop�r�y without �rrfikl�n p�r�r�issEor� of khe C}+r�rrer.
�_ Noti�ing �h�ll be st�red ov�r th� tr�c� roa� s�st�fn wi#hi�n fhe drip Gne aeea �i any� #r��.
�, ��fore ex�a�raf€�r� ��ff lhe roadwa�) wit�ir� lhe dr�p line ar�a o� ar�� kr�e, �Y�� ��rth s�r�ll be
��w�ui f�r a minimufn de�ih �f � f�et,
6. At ��si�nated l�c�#a��ts shou+n on th� deawings, f�e "sh�rt tunn�C" �n�#Y�o� u��e�g ���s� ��
[].l_ pipe shaU be utili�ed,
7, Exce�t in ��e�s wf}�ec cleanng is al��w�d, �II trees up �o $" 'tn diam�ter darn�ged d��lrrg
�pns#ructioe� snatl be remov�ti �n�f �epl�ced with #Y�� safrte #ype a�d diarr�eter tr�e at the
c,�n�ra�#oe'� ex���se.
���� ����
F��i��' � - ��'E���1L ��C��ITi�N�
8, �o��racloe s�rall ernpfoy a qu�l�f��d lans#���per ��r all ��e work require� [or #re� care lo
e�sure u�ilizali�� of li�� b�sl agr�c�ltur�l pe��ti��� �ntJ pro�eciures.
9. �horC tur�r��lirtg sh��l consisi �f p�wsf a�ge�ing or Yr�nd ex��va#lor�, Th� #u��n�1 �I��m�t�r
shall not b� larg��• tf�ar7 1-1�� lim�s #he �u#side pE�e diar�etor_ 1�oids r�ma�r�ing a�#er p€p�
fnstaf�a�#i�r� sF��ll b� pr�s�ur� gro�ted.
D-77 �O�1�RET� Eh��A��f1��h1i �� ��i1V�Ft P�PE
�pncr��� �n�asemenl �f s�wers shal! b� paid for ai l�� �ontracl Unil pri�e ��r lin��r f�ol t�f
con���t� enc�ser�er7i �s m��s��re� ln pl�ce �lo�g ��re ce���r�ir�e of lhe ��p� �or �a��� {�i�� d�arr�e��r
kndi�aied. Th� �or�tra�t �.Jnit Price sh�aG� ir��l�d� �I� �os#s 2�ssociated with rns�al�atian a�d
reir�forcement af !he con�re#� encasem�rrl.
t��7'� CL.AY E].AM
�1�� d�m cnns#ruc#ion sh�lE be p�rfortr��d ih ��c;t�rd�n�e v�+i�h the Wastewater �lay Darn
��t�stru�t.i�r�. �I��rre in ihe Draw�n�s in these �p�ci#ications. at loc�lions ir�da��ked �� lh� �r�wyngs
�f �S �EfCCiO� �� EFib' C;lt�_ �I�j{ C.C?��T1S 5f'Io��I �B �C���{� into �r��isturb�d sorl l� m��� ae� imper�ious
b2�rri�r l� ��duce groundwai�r p�rc���tiof7 rhra��yh il�� pip�llne ir���l�. ��ns#ructian �n��eri�i shall
cvi7�ist �f �vr�pac�ed ��ntonite clay �f �;�i concr�t�_ f�a�rtn�r�l ft�r w�rk �u�h �s formi�g, Pl��in�
ar�cf finE�hing s��l� k�� subs�di�ey #o #he price bid �or pipe ins#aClati�r�.
D-79 E�PLOf�A7�I�Y �h��4VA�'!�N ��-HO�E�
Th� �ontr��t�r shalr b� res�onsible for v�rifyrr�� the i�cati�ns pf �II e�c�s�Jr�g utllitEes prior t�
�onstr�ction, i��� a����rd�n�� wikh i#em D���.
At locatk�ns rd�rtllfi�d �rl th� r�r�+Nl�1g5, conkr���or sh�ll cond�cl �ar� ex�fo�at�ry �x��v�taon {��Hol��,
ko loc�#e and verify �hc loc�lion anr# �€��+ati�r� �[ li�� �xisk��� under�r��rtd uiilit}� w�ere �k may � ir�
�oi�nli�l corrfli�k wi�h a�ropos�d f�cilr#y alignrr���r�_ '�h� ��cplo��l�ry� e�cca�a�i�n shalC �� conducted
p�iat �o constr�ictian of th� ent�re pro�ect �nl� �I I���[rc��� d���#�d ar� tt�e plans or as di��cE�d
by fh� er�g�rt�er_ ��r�traci�r �h�El s�bmit � r�p�ri of r�r�din[�s {ir��ludin� surv�yed eleva�ions af
��cis#ir�� �:ar��al�lirrg �ill�#i�s} t� lhe �iiy �r�o� io the sl�rl of �onslru�;Efor� �f CI�� ��tEre �arojec#, If !he
c�nlrac€r�r d�#ormtr��s �rr �xisfkr�� uki�i��+ �s in confllcl wi#h kF�� propos�d fa�ility. k1�e c:�nlr��tor �h��l
contact tl�� �r�gin��r irn�tiediaiely for ��apr�pri��� de�i�n modifica#ia�s,
Th� coa'7ir��tc�r ���II r�rake khe rtec��sar� repai�s at �k�e �xplaral�ry �xc��+�rliar� {I�-Hpl�} ��� �bE�ir� 2�
�afe �nd prop�r driving s�rf��:� to �ns4�r� l�re saf�ly c�f !he g��eral publr� and to ir�e�i ih� appr�v�!
o� th� �iky inspeckor, TC�� conE�a�tor sF�all �e li�bl� Gor an� �nd a�l d��a�es �nc�rred d�� t� �#��
oxpfnrakc�ry �xc�v2�tio� {D-k�lole},
P���enk �h�ll no� �e Fr�ad� f�� varlfi�a�i�� �f ��cislin� u�ili��es p�r Jtem D���, I�aym�r�l far
explor�lory �x��+1a�i�n {�}-Hok�j, �l Cocatia�s id�nt�fi�d t�n lh� plans or a� dlr��ted by �he �ngir�eer,
sh�l! inc;lude �4ill corn�er�sa�kon tar all r��tcrials, �xcava#�o�r, s�r��c� r�����'�tl�n, fi�ld surv�ys, �nt�
all incid��#�I� n�o����ry ta �ompl�#� kh� work, sl�all �e i�� unil �rics bid_ hlo pay+m�rY� �i�all b�
ma�e [or ox{�lat�[ory ��c�ava�ior�(s) c�rt�luck�ti ��l�r �t�n���ru�ti��� I�as �egun.
I?�80 IN�TALL�0.TIOt� OF WAT�F2 �A���.I�'I��
�0.1 Aolyvirryl Cl�I�rid� �PV�} i�atef Pipe
F'G�YVlNYI. �#�I�f�de Plastic Wator ��pe and fittings an lhi� Pr�je�� s#��31 he in a�corc���c�
wflh t�� m�E�ri�f �lan�ard c�ni�in�d ir� the ��n�ral �antrac� Doc�ments. �'a�m�n# far v�brRc
st�ch as back�'tll, b�d�ir��, blo�ic�ng. ci�te�tabi� t�pes a�d all o�her assaciat�� app�rt�r�ae�t
requ�red. shall be Jncl�td�d in t�a 3ir��ar fo�l price bid af i�� �}�prc�p�i�t� �fl� ITE�1���.
o�,�a��� ��-46 -
���-r � - s������. �orva��ion��
��.� �N������
��n�re�e hl��ki�� on tl�is F'r�j�c� v�ill r�e��s��riky �e r�qu�r�d as s�r�wn o�r the I�la�s an� shall
b� ins#all�d in acc�rda�ic� +nrilh lh� ��r�erak �onlr��� Roa,rr�ents, �E! valves �h2�ll k�ave
cqncr�te ba�c�Csn� provi�e�i for supportir�g_ �!o se�arat� �a�rment will �e made fat �n� �f Ik��
work ir�vol�e� Eor thc �tem and all �osls incurr�d w�ll b� �onsidere�! #� b� in�l�dec� �� ti�� lin��r
fo�� bid �ri�e af the p�pe ar M�e bid pri�e af i�e v�lve.
80.� �ype o� ���ir�g Pip�
l , INAI-CR;
The cas�r�g p�p� far op�n ��t ar�� bvr�d �r t�nn�led s�c#lon �hall b� AW�VA �-��0
�abric�#e� �le�c�ri��lky W�Irle,� �ke�el �11�#�r Pip�. en�i sh��l �o�form to lh� ��avis�ons o� �1-
1�, � 1�5 ai�d E149 in P�+latori�l �p�ci#ic�tions of �eneral �ontr��t Docurr���l� �nd
�p���f��aErons faf Wa#�r Dapa�tmer�l Pr���cts_ T�a s[e�� �asir�� �i�� �h�11 b� suppli�d ��
follow�;
For th� ir��id� �r�d o�ts��e of c�sing �i��, coal-tar p�o#�ct�ve coating in accord�nce w+lh #hte
fequarernen�s o� �ec. �,� and r�l�.ked secl�or�s Gr� �+l�WA �-�0�_
��uch�up aKt�r field w�l�s s#��II prav��� ��a#ir�g e�u�l �o khase s�e�ii��;d �bou�,
�, �11nrrr��m l�ickr�ess �ar �a��ng �ip� us�d shall b� 4_�7� inc�.
�tair�l�ss �t�el �asir�g �pacers (cc�n
Ullaterw�rics E1+�an�fac�uring �orr�par�y
��n���ie p€pe� �+tten �nsl�ll�d �n c���r��.
m�nufa�t�rer,
�erin� st�+Eej such as rx�ar�u#�ctt�r�t4 h�+ ��s��de
�r a� ap�ro�re� �t�ual shafl �e used �r� all nar7-
�nslalka!€�r� sha�l �e a� r��orr�rrt�nde� �� #h�
�..�i����l�:�I
��rRr�� used or� ihis pro���� shall b� ir� �c��rdanc� wi{� kh� material sta�,�ard ��-'i� ar�d
�or�slr�tciiprt s��r�da�d E�-� � a� p�r Fig_ ��� �f lh� �eneraE �ontra�t Do��rrten#s.
3_ P,�1�N��NT:
P�y,�tie�it for �IM �71���fI�IS. I��Of, ��u�gm���, excavak€t�n, �ort����e gr�ut, t�aci��lll, �n�i
�nci�€���tal woric si�all �e inc��ded irF !he unit �rac� bld ��r for�#.
8�.4 �ie-li�s
The �onlr��kor sh�E� �� res�onsibl� for m��Ci�� tie�ins to lh� �xis��r�g vuatar rnains. Il s�r�l�
be #�� c�s�onsibilll� of lF�� ��nE�ac��� tv verif�r the ��cact t�cat��n �n[4 ekevakiort of Ihe
�xis#ing li�e ti�-ins. A�� �ny �iffer�r�ces in loc�tions ar�d ef�vatior� c�f exisiin� �in� �i�-irts
b�tw�er� th� car�iract drawin�� �nd wi��t r��y be encour�#ered in t�e fi��q sh�ll be
c�r�sidered as En��den#�I #� �;o�slr�ckE�r�. The cosl o� rn��C�ng ���-�ns ta e�cisting wat�r or
s�nit��y s�v�re� m�in� sl�al� b�e inc��ded in the lin[�a� faoi bid price �f lhe pip�,
80.� �onn��#i�r� �f �xistin� l4fiains
The �a�lraclor sh�ll de#�rmirt� khe ex2�cl I�c�tion. �te►�ali�n, �or�fig�r�tlar� ar�cl ae�gula#�an of
existfn� w�ler �r s�nG#�ry s�w�� lin�s �ri�r t� rna�ufactur�nt� of ihe canr��cting pie�e. Ar�y
diff�r�nce� i�t I�c�li�ns, ol�valion, c�nfigurat�or�� ar�d ar �ngula���r� of exis#f�a� lines belween
#h� cantfia�t dr�wings �r�d what may be enc�t�nlered in ihe �2�id work �Y�2�11 be �or�si�ered 2�s
inc€de�taf l� cor�struclR�n, W���re it is r�quirer� Io shui down existin� m�ir�s in ord�r �� r�iak�
pro��s�d ��nn��:tlons, ��ch d�+�r�+� lirn� shaMl be cv�rdlnat�d wfth the En�inee�, a�rd all
��u�or ��-47
PA�F��' l� - �PE���L ��I��I���I��
�ff�rts s�all b� rrta�e E� I�e�� khis d�wn tim� lo a minim�m, In cas� �f shuiting down an
��cis#ing mair�. ��l� �Of1�f�C�Of 9lie'kII �oiif� th� f��nag�r. ��r��[r��ti�r� �erui��s, PF�t�r�e 871-
�$��, al le�sl �8-hou�s pri�� to lhe r�quired s�rut d�w�� �ir�e, 'I�h� ��nlr��#c�r's �11er�t�c�rr is
dir��t�d !a I�aragra�pl� ��-�,'4� IfVT�RRUPTI�fV OF ��RVI�E, Pa�� ��-�{5}, PART �-
��NERA� �(�iVpl�'I��1S �� TI�� WA7�1� D�P�IRTNiEf�T ���VERAL �O�TRA�T
DO�U�1+4E�i'� A�J17 ��N����, �P��If=l���`I�fV�, �i�� �or�tracfof �hail �rotFf�r the
�u�#om�r bo€h p�rsonatl�r and in wrilir�g a� �� th� I�c�i�r�r�, �am�. �r�tS �che�ule bf �h� �er�ice
knt�rru�li�rr.
r�� ���t ni rer�t�ving a�� �xisting con��et� btoc�Cin.c� �ha�E be i��l�d�d in ihe a�sl of
cann��ti�ri, l.�nl�s� t�id s�parat�l� �!1 cost inc�rrro� shall be i�r�G�d�d ir� t�r� �i�c��r foot pri�o
bid for the appr�pei�#� pipe �i�e,
80.6 1lalve �u�-�ns
IE may be r�ecessary ka cul-in t�a�e v2�l�+�s t� isoi�t� kM�e water m�in �rom w�ich lh� exte�sion
�r�dJor T�placeme�il is to be car�necte�_ This ir�ay requ�ro closfnq �+�Iv�� in oit��:r 1i�3�s �nd
�uEt�n� cons�mers o�i �f ser�ir.e �c�� IY�aE �a�tloc� of lime ne�essary to cut In #i�� new valve;
the wark r�usl b� �xp�dii�� �a tl�� utmo�l ar�d �II ����t �:u�-le�s m�sl b� c���di�al�� wi�h kh�
err�ir��er in c�r�rge of �n�p�ction, ,�H cons�rn�rs shall �e i�rdr�+idu�lly ��v�s�d pr�or tc� lhe
shuC au� �rtd ����ris�d c�f tF�� �ppro��mat� I�ngth oF time the� may b� �r�thout s�fvic�_
���rrr�er�t �c�r �r�rk such ,�s backfill, b��di��g, �i�tin�s, b�o�kEn� a�G a�l alh�r �ssc�cf�ked
�pp�k�t�rfants req�ir�d, �h�ll �Se irr�lud�d k�r th� pric� o� th� appt��riat� bid irem�.
80.7 Wa#er �err�ices
The �eloca�ior�, r�p�ec�rrt�nt, or �ec�r�nectir�� c�f wal�r ��rvi�s wkll b� tequi�e� �s �hown nn
the p�arrs, andlo� as described in �h�s� ����i�1 �an#ra�t Qac4,�n�r�is �r� �d�ilion t� kh�se
lo��k�d Fn �i�e fie�d �nd ide��ifi�d b� �h�e Engir��er_
AIC s�rvice's sC��fl b�r c�nstr�c[ed by th� cr��lr��t�� u�tlizie�g ��prave� fact�ry �nan�fac�ur�d
l�p sa�d�es (wher� re��iredj an� corp�r�li�r� st��s. l�p� #� �c�pp�r �u�#er Eu�i��, �t�rb stops
wi#h lack wir�c�s, m�t�T boxes, �nd if r�q��red a�pr�v�d rr�ar�uf��tur��
����i�� bra��hes. 1��1 materi�ls �as�d shall be as specsfed in the I�at��ial �t�ndar�l� ���-17
8� �1-�8} contain�� in th� ��rt�raf ��nlr��C �o�um�r�l�,
AH w�l�r s�ivi�es k� �e re��a�ec� sF�al� be ir�skaal�rd at a rninim��7 d��th o� �G inci��� b�l�w
fir��l �rad�.
�II exfs��nc� 314��r�ch wa#er servi�e I�rtes w�r�ch ar� to b� r�pl�ce� �h��l f�e r�}�face� wi[� 1-
in�h T�p� I� co�p�r. 1-l�a�� dlarneter tap saddl� when requ3red, and 1-i�rch cor����ti��� frc�m
�h� msin Jin� �a lh� rr��#�r �ax.
�II se��+ri�e� whi�� are k� be rep�aced aT r�aacated sl�all b� instalEod wtth lh� ��r+��ce� m�in k�p
and s�n+i� lin� ��in� in lirt� wil� lhe �ervi�� mete� t�r��ess ath�rwas� dir�c#�d b� �he
E�a�kr���r_
�1 mini�um �f �4 ho�r� ad�+ance natic� �h�ll I�e gkv�r� wh�n �erv�ce inter�u�ti�r� wiil b�
r�q4air�d as spe��fied ir� �ect�on ����.'l5 3fVT�i�RU�'TI01� OF ��R�II��_
A�i water s��vice m�tars snall b� r�mo+r�d, l�t�ged. �nc� �oll��ted �y the cor�ir�ctor fo�
pit;lcup �� khe WaEe� �7eparfr�enl for r�cond�tio�rir�� �r r�plac�m�r�t. ��#er in��alEation of fh�
wat�r �ervi�e i� k�te pr��r�s�d IvcatG�n and r�cei�t of a m�t�r from the proj�ct i�sp��k��` kk��
�3�,�nv�+r ���48
I�J�F��C D - �PE�IAk� ��N�IT�C�I��
��r�tractar sh�ll ir�stall ��� r��*l�r_ Tt�e rn�t�f box s��11 �e reset as neces��ry #o I�� flu�h
wii#� �xi�#ir�g �round �r as aEh��+n+�se dir�cEed b�+ �he ��rgineer, �111 s�ch work
an th� oull�t si�� of the sefivic� meier �E�all b� p�rforr'n�d by a I��en�eti plumb�r_
I+VATER �ERVI�� R�PLA���+1�1���; �lV�l�r se���+ic� r��Cac�m�r�t ot teloc.��ior� is r���Fired
w�re� the exislin� ��r�lc� as I��d �r is ton shalk�w io av�id breaka��r �unng �tre��
���onslructior7, Th� �t�nlra�tor sI��IM r���ace #�e �x�stFn� se�vice �ir�e wilh 7yp� �C �;rap��r
�rom #he rri��n t� 4h� m�t�r, �c�rh �top w3tt� lock� wings. ar�d corp�r�l�on sto�,
P�„}�mor�i f�r a�l worf� and a�at�rial� sti�h a� b��lc�lll, �iliir���, ��pe F{ c�pp�� lu��{�g, c��b stt��
w�lh loc�C wings, �eevice lir�e �d��sEr�eni. �nc� �ny rea�c.�lion af up #o � 2�ie�chss fram �enl��
line exist�ng met�r Incatiorr lo �e��t�� lir�c� pro�o�eci m�t�r �aca€i�€� shall be ir�c�u��d in !h�
E.ine�r F��I �ar�ce bi� ��r �o�a��r ��rvicc �ie�e ffon� Mai� to f�ve ��} feet behin�f Ck+��l�r, An�
verli��l �djus�r��nt of c�slom�r service Gr�e w�fhir� lh� ����t �r�� sh�kl be ��k�sidr�ry to lh�
s�rvicG instalCali�n.
P�yrn�r�� far aIM w�r�c �n� materials su�h �s tap �a�dle �if r�qulre��, ��rporation �lops, and
�l�ir��s shall be Mnclu�ed in i�e prEce bld f�� ��ivi�e T�}�s t� A��'tn_
�. VtilAT�R ���1lI�� R���?�li���Tl��1: 1�1+aCer s�rvice recor�ne�tiarr is re[���r�d w#�en �he
�xis#�ing s�rvi�e is �����r and at a�equale depth #� ��r�id br�akage �I�rin� sie��t
recar�structi�r�_ Th� contracta� sE�aEl ad�us# li�e �;����ing w���r ��rvi�� line �s r�c��ired �ar
��c�r�ne��ian ae�d �urn�sh a n�w t�p wi�1� �or����tior� �[ap. Th�c contrac#or wi11 �e paid for
oe�e {1 }�ervi�� �ap #� h+��Gr� f�r ��cl� ��rvic� r�c�n�e�ted �I�Es fc�r �ny copp�r servi�e I�r�e
�se� ir� exc�ss of fi�+� {�) f��t from EV�air� lo fave {�} fe�# behinc� �E�� Nteter.
�_ UV�TEF2 ���{1fI�E A+1�TER Ah�D f�fET�R BC�X �t�L��ATI���; Wher� lh� repl���r�r�n# �n�
r�ioc�#ior� of � water service and r�eE�� box Is r��u�r�d �rxd t�� Ip�afior� of t�r� m���r an�
m�t�r b�x €s move� r��a�e �h�n lw�l�e {12} ir7ch��, �rs ix��as�r�d frorn �he center Eine af the
exisir�rg �eter to lo�a�i�n #� l#�� c:�n#�r 1in� �f lh� praposed m�t�r locai�an, s�parate
pay�rtent wkli be �Ilaw�d f�r tt�� relocation o� s�rvi�� �net�r and rne#er �ax, �en#eriin� is
�€�fir���i by a line e�t#�nd��l �ron� �h� service #a� lhrougi� lhe m�ter. ��ti1� r�l�ca�ror�� rr�ado
per�e:r�dic;ular t� #�i� cer�t�rl�ne will !�e p�id f�r sep�r�#el�, F��ioc2�lk�ns m�,d� at��� tha
c�r+t�rline will k�e pa�d �f in feel oF copper s�rvic� lin�_
1�Ihen reloc�ti��� �si ser�ic� met�r and r�eie� bax Is req€�ired, p��+�n�r�l �or �Nl wr�rk� �r�d
m�t�ri�ls �ucl� �� �ac�Cfill, fFtti�rgs. five ��� �e�t oi kype �t cr�p�er �ervice �r�d all m�r�rta�s,
I�bor, �nd �quiprx7�nt �sed by a�� ��r lhe Ikc�nsetl plumbc�r s�r�ll bc� included in th� p�ice bid
for tl�s service me��r r�lo��li�r�. Akl �th�r cos�s will �e includ�� irr a��e� �pp�o�n�t� bid
i��m{s}.
7�ris itvm will �tls� b� �s�t� ko pay �or �RI �ervir� meter �nd in�t�r box t�l�c�tior�s as
r��{u'tr�ci �y� ��e E�rgint�er wi�en �he s�rx+ic� lir�� is f��l ��ir�� fepla��d, Ad�ustm��# �f anly
#he� r��ter bax and c�F�#�mer s�rvt�� lir�� within 5 fee� distan�e �eF�ind the me�e� will e�ot
jusiify sep�rale p��m�nt �t an�r time_ Locatior�s w�th €�ull��le servac� t�r�nches will be �aid
fr�� as one s�rvice �r��ler �nd rfleier b�x re��calion.
d_ 1��V1� SkRVI��:
�w#��n re�uir�d},
mei�t box.
Whe�r r�ew servk��� �r� r�r�uir�d lh� car�tfaclor shalC inst�lE tap saddC�
corpor�l`son stop. !]r�ae IC co�p�� st�rvFce lin�, c�rb st�� wiEh Isa�}c wir�g�, and
�a��� SGm4�
P�4F�"C' � - �PE�1�4L ��IVDIT���1�
Pay�n��E for �fl work and Rrral�ri�ls such �� bacEcfill, �iltings, ��rp� �C cop��r lub�n�, �nd ��a�k�
stop wiihr Irt�c�C wi�gs sh��l be ie����d�d in l�� L.�r�e�r �vo! ��rice bad for ��evic� L�n� fr���n �i��n
to N��t�r #i�+e ��� f��t b���r�d t�e mef�f_
Paym�n! f�� ��I work and mat�rfaks s�c� �s t�� s�ddle. �br�orail�� stops, ancJ fiilin�s shal�
b� I€�cl�tded in lh�e pri�e bid far �erv[c� T�p� ko M�i�75,
P�yrn�nl rar aal work ar�d m���rials su�� a� �urr�ishing and �eltir�g e��w met�r #�x shaN b�e
ir�cl���d ir� tf7e pri�e bi�l f�r f�enish an� set rr7�t�r k�s�x.
�. A+11J1�71PL� �Ef�VI�� �F��1fV�}-E��; Wfzen multipl� s�rvice br2�r�c:fnes ar� re�}uared ti��
can#ra�tc,r ��rall furrrlsh appr�v�d fa��nry �n�nu��c�ured brar��l��s.
Pa�rm��rl for rr��l��pf� s�rvice branc�res wilh in�luc�� furnis�tin� 2r�d fnstallir�g th� multipl�
�ervic� b�ai��h �r�ly and �II nt#��r co�t will �e include�i in �ih�r �ppro�ri�t� hirl ik�rr�(�)-
�, f�+IULTIPLE ��I����' �CRVI�� L.IN�� TO �l��L� ��i�VI�E N1ET��; A�y rrrr�iliple servlc�
li�e� wttt� taps ��tvi�ing a�ingFe �ervrce �neter �rrco�nt�r��4 dur�nc� �:c�nstr�c#i�n �hall b�
r�Qk�r,e� with v�re servi�� lano that Is �p�lac�k�l� for the si�e af the �x�sting s�r�+i�� t��t�r ancf
approv�� b� #�e �ngi�eer,
Payme�l s�ra11 t�� ��7ade �� #t�� unll bid prlce �� th� a�pr�p�i�t� bid ik�rn���.
8�.8 �-Inch �er�parary ��rv[c� l.in�
Th� �-irt�h k�rrr�o�ary s�rvic� n�afn �nd �14-an��� �eCvice Gr�es shall be i�Stafl�� ko provid�
t�m��r�ry w��er �e��ic� to �II hulldings l��C w�ll �er.ess�rily b� �equlred la #�ave severo�
water s�rvi�� d�rin� ���d worlc, T��� coniract�r shaN �� r�sp�r��ibl� for c��rclinatirr� lh�
scheduEe �f lhe l�m�orary s�rvio� c�nnec�ivns a�rd {��rr�ianent s�rvic� re��nna�tic;sr�s with
#�� k�uildk�� owners and the E��gin�er �n o�d�r ih�# ���� w�rk be per�ar�ed ir� a� �xp�di[i�u�
ir��r�n�r. ��v���d waler s�rvice musi b� rec�r�ne�#�d withi� � h�urs of dis�or�#in�ar�ce qf
s��vico_
A�,Jn�h tappin� s��fdl� �rrd �,kn�kt c�rpa�akian stop or �-inc�� ��t� v�Ev� wili� �n a�pr��ri�t�
fir� h}r�ra�t ad��#c�r fitGng sh��l �� r�q�a�r�d at the tempora�y seivice point of ct�rinecti�r� #o
tl�� ���y w�k�r �up��y. Th� �-ir�ch t�rr�porary sc�r�+i�� m�in anti �l�-irrch s�rvic� �ie�es s��alf b�
ir�st�lte�i k� �cc�rd�r�r� �� lhe ali,�ached figur�s �,��n�i 3, �" l�mpor��y servic� lin� shail he
��e�r�ad an� slori�Ez�d b� �sit�� clil�fine t�as or chlorinat�d Irm� {F#�H} prior t� irrsl�l��tion,
�+ {wo4ir��h m�ler v�+ilM k�e fumish�d b}r th� W�ter €����rtrr��nt �uleter 5l�0� and �nstalled ��r
kf�e �onlrac�ar �l �Is poir7i of cor�rrecti�e� [o Eh� �ily wal�r s�rpply fvr ���ord ke��ing
purp�ses anly_ Th� out-of���rvic� �rt�#�rs sk�ak� �e r�moved, #��c�od and ��I���tec� �y i��e
�oi�Cr�c:t�r f�� t#elive�y to the W�l�t i]�p�rlt�en� INe#er �hop for recan�iti�rri�� af
r�placerr��r�l, �Jpon res#a�ir�g perm�nent service, ��r� �ont���tor sh�ll r��in�tall the met�rs �t
th� carroct Cocati��i�_ 1"h� m���r bc�x shall b� re�el as n�c�seary to bo flu�kti wilh fh� e�ci�tir��
gr�un�i a� �s ot�erwise ��rected by lh� �ngirre�r.
Tt7�: t�mpc�rary s�r�+l�e
dye�arr�ic pr�ssuf� of ��
[feterrr�kn� ��e i�ng�fn of
€e�d p�ai�t�,
I�y�ul shall �rav� a rriinim�m �v�il�k�le ffow rate of ��F�NI at a
P�I p�� servi�e tap. T�Rs crite��a sh�fl b� �set� by �he �ont�actor to
#ert�p�rary s�rvic� aGlowed, nu�-nb�r of s�rvic� laps �rtd n�mb�r c�f
1+Vhen t�� t�mp�rary se�vice Is r�qu�e�� f�r m�re than �n� lo�.�fii�� the �-inch terr�porary
service pip�s, 3!�#�in��� s�rvlc� lin�s �nd t#�e ��ir�ch met�r sh�ll h� mov�d �� lh� r�e�ct
�u�c��s€v� pToj�c! locatia�,
��r.�u�o f � C�5 �
�,�I�T D - �PE�I�,L ��NDiTI��I�
P��m�n� for wor�C sti�� as fi#tir�c�s, ���}-in�h ser�+ice �in�s, asp�afl, ��rra��d��. �G1 servi��
��nr�ec:Cions, r�mov�� p� t�rnpor�ry s�rvices and �I� olher asso�ialed �ppurter��r�ks
re�uir�d. sk�a�1 b� ir��Eud�d in t�e appropri�t� l�Ed item.
80.9 �Adjust �4lanhol�s, anc� �aukts {l�ti�ity �ut}
�or�lracf�� w+li be r��pan�ible for a�j�stir�g �,+2�ler vaEv� k�o�c�:�, rn�nr7�l�s �n� �raults to
matc� new pavem�rrt �rad�. 7he unil }�ri�� bid will be full p���n�nt for ma��riais irrc��din�
all E��or, e�u�prrt�n�. ��ols and Er�citl�r���l� Rroc:ce�sary lo ���n�l�l� �}�e w�rk,
80.'i0 Adjust irVa�er Vai►re �o�ce�
�or�trackor �+ill b� r�s�orr�iL�l� �or �djustrnq
�r�d�, Th� w���r val��s lk��rr�selves w�H b�
WaRer D��a�tmant forces.
u+aier �+alve boxes t� rnaic� r�ew p�vamer�f
adjust��, if necessary, by �aly of ��rl 1�lorli�
P�i�r �o iltie b�git�nirtg of +r�ori�, ihe �o��trac#or shall mak� a� inv�ntory o� the cond�tion of
�x�s#Ir�c� +r�+�t�r �alv� box�s_ Th� �onsti-ucti�n �r�gi�e�r will f��lU v�riiy ih�s in�+�n�ory an�
peov�d� ttre �or��ractor r�place�er�ts for br��c�� v�lve k�oxes. Tfie c�nlract�r sh��ll r�pl��e
the valve b�xes which ar� d�ma�ed durirr� ct�n�lr��iion at no c�si tc� tM� �ilY-
Th� ur�3E pricc bid per �ach will b� iull camper�saE�a� F�r ail I�t�or, rna#�r3�,1�. e�}uip�rie�t,
ta�ls, ��d ir�c�der��aEs ne�essary l� �or�tp€ete lh� vu�rk.
BU.�'I Pu�ging and �terili�ation of 1N�#er �.ines
Before being ��ar,��i ir�to s�n+�c� �II n�vu�y cor�siructed w�t�r lin�s sfialC b� pur�ed ar�d
sk�rtli�ed Ir� �c��rr��rr�e will� E�-2� �� tht� ��n�rak �onlract Do�urne��s and ��eci�Rratiorrs
exc��t a� modif��t� h���i�, Th�� ��ntractof wiil f�rr�ish ali water for I�II�IA�. cl�aning a�td
skeri�i��lion �f w�t�t lir�es, All rr�at�fials for canstru�tion o� the pra�ecl, includir�g
�p�rapriatoly sized "pi�� cleanir�g }�igs�. chl�rir�e g�s �r �hlc�rir��t�d li�x�e �MT1�� �h�ll b�
�urr�i�l��d �y the �a�ktactor. Chlorin�terf Ilme {H�`1-�� �haal be used In �ufficien! �uar�tities C�
�rovide a cfnlarir�e r�sid��E af fwfly ���} P�fl�, T�e r�sidu�l o� fe�e �hlofin� shall be
�neasur�d ��ter �� h�ur� a�r� sl�o�ll not f�e 1e�� tF��n 1� parts par milti��r of fe�� c#�lorin�,
�F��orin�#�d w�#�r sh�ll b� d�spos�d of ir� th� sa�itary sew�r �yst�m, �i�aukd a sanit�ry
s�w�r r�ol be �vaiE�k�l�. �E��orinated vwater sF��il be '"de-chlari�aled" �ri�r lo ciis�o�2�1, The
1in� rnay no� be p�ac�d in se�vi�e until �wo ���ce�s�v� �e�s of sampie�, tak�n �4 h�urs
a�art, h�V� rT��t t�re e�tablrsfl�Ci S12�r1d�rdS �f �7�rliy,
Pur�ir�g �rid st�rilEza[ior� a� t#�� wa��r lir�es s�all be cansi�eeed a� tnci�enkal �o #he �rc�j�ck
��d �iG �asi� €�c�rf�d wi14 be �or���d�fed ka be Includ�d In lh� I����r �oo# b�d �rice of tk�e
����-
A�.'S� 1Nark Near Pre�sure Pl�ne Bound�ries
�on�ractar shaA t�ke n�te II��# the w�f�r Eine #o be r�}�l�c�d �nd�r l�Ns co�#ra�t �r+�y �eoss
ar map be in �los� �r�ximi#y Ic� �� e�cislir�� pr��sure plai�e b�ur�d��y. �ar� sh�li be takan �o
e�rsure �II "�e���ur� pl�n�" v�Cv�s inst�ll�d are rns�alfed closed �nd no cros� c�nneci��n�
�r� rnad� b�tween �ar��s�ee planes
8�.�13 1Na�ter ��mp�� �#ation
�Ef�EF�A�.;
�11 w�ter s�rr�plin� statian installatioe�s will #�� per att��l�et# Flgure �4 or �s req�i�ed in 12�rge
w�ler rn�t�r vaulls as pee Ffgu�� �3 �nfes� o#a�erw€se �lirect�d b� €i7� �ngtne�r_
a�ra�ror ��-� 1
�'Af�`� D - �PE�I�L ��I�DIT���1�
Th� ��pro�ari�i� water samplkr�� �tation wil� be #urn€sh�d tv th� �onirac�c�r fr�e af �17arge;
how�v�r� [hc �on�rac�ar wili kr� r�quir�d ko pic�C up thFs item at ihe F�o�d ����ai��ns
Wareh�us�.
I�F�Y4���JT ��R �kGUI�� �4 EN�TA�LATI��i�' Paym�nC fc�r all wark and rr��le�r�ls
ner,���a�y for lh� Ins#af�aii�r� af Ih� �J4�in�� typ� I( cop��r s�rvio� lin� w��l k�� sk�afl b�
i��f��ed �� khe pri�� bl�l f�r �o�rper �ervice Lin� feom f�ain ta IVl�t�r_
F'a�rme�rt fpE all wa��C and rnaterial� nec����ry for I�e insk��l�#i�n �2�p sadd�� (if r�quiee�}�
�arporat��r� siops, �nd �i!lings �k�all b� include� rn t�� prlc� bid far �ervi�e Taps to N1ain,
Pay��7�r7i f�nr �li work ar�d rr��ter���� n��essary fo� !h� irrstallafron of th� s�rr�pl�ng slaEi��,
con�rete s��po�t b3ock, c�rb st�p, fi�ting�. ��d �n �r��fd�nl,�l �,fe�i �� ky�� fC �op{�e� servi�e
ilne wa��ch �re req�r�ed #� pr�vi�e ��amp3�te and it���ti��al vv�l�r s�r�}�lar�g sEation �#���I b�
ir�cl�rd�d ir� E�i� prlce �id far }+1fa#er ���nple �#aiions.
#�1��'A.+iE�� F�R FI�URE 33 I���A��.ATI(��1�; k���+m�r�t for aEi w�rk and materiaEs
ne��ss�ry tor #he ins#�Ilal�on �a� s�dd��, t�ai� �+�fv�, �rxd itilEngs �hafl �ie �r�clur��d in #I�e
�ricc ��d �or ��rv4ce �`a�s ic� f�+lain,
Pa�rmeni �fof aH work arr� mak�r�als n�c�ssary fot tf�e �n�tall��A�n of the sarn�ling station,
modiiicatiar� la the va���l, [i[langs, an� all typ� I{ coppe� sorvice lin� w��rc�� �r� r��{uEred to
�rovi�� a cortiti�C�ze �n� function�l v��[er ��rn�rHr�g s#ation shal� b� inclu�led l� t�� �r��� bid
��r Wat�r �amp3� �la�ior�s_
80.�4 ��ctife �ron and �ra}r �ron Fitt�ngs
Ref�r�r�c� Par! E2 �orrs�rucCion �p�cifi�atior��. ��c#i�r� E�-7 lr��talAe�g �as� Jr�n I�ipe,
ilikFngs, a�d �p��lals. �uk� sectiorr E�-7,'l� ��si I��si Filtin��; tl�� �irsl Pa��gr2�p#� sh�ll k�e
r�vis�d t� re�d �s f�ll�ws:
��-�!_� 1 D�.J�'rIL���f��� �#EVD ���1Y-IR�hi �'I"T`T1�1��: f�l] ducl�le�iron and ���y-Eron
fillings sf�all be [�rr�as��d with c����r�l rr��rtar �irrii7� �s �#a��[� i� �ecla�� �1-7. The p��ce blt!
p�r tan �E ii�ti��s sl���I b� pa�ment an i�iCi far a!I f�lEings, �oint acces���i��, prrlyeli���2n�
wrapping, ���ri��srik�t c�n��cl� bloci�irtg, v�rlical ti�-dovun c�ncf�t� blac3ting, and con�ret�
cfad€e n�cess�ry far consi�uction �� ��s�gr��d,
�II d��€il�-i�oh 2�nd gr��+-i�nn fG�tir���. �r�lves an�# s�e��ais s�rall b� u+rap��� w�ll�� ptaly�li����n�
u+���pin� �o��forn�ing lo fvlai�rial �{��:�li��li�n F�-13 ��d Constr��Eiort �peci�ic�tior� E�-1�. u'-
Wrapping shalf pr�c�d� f�arizont�l cor�crc.�t� bin�kR�ig. v�rti��f li�-d�w� concf�ie �lo��Cing.
�r�d ��n�rete c;ra�le, Pa�rmen# for the paiyethyl�ne wrappie��, ha�izontal c�rt7�r�E-r. blo�:k��c�,
veriic�l ti�-dowr� cqr7c:r�[� blor.king, �rt�! c�n�ret� cr�dle �hal� �� includ�d �n bid �t�m� f�e
vales a�d fiitirr�s and n� oih�r paym�r�#� will �� �il�w��l.
D-8'I �PRIlVKLrN� F�R �EJST �ONiRQL
�#!I a�pEicabf� provisi�t�s of �#�nrlard Spe�:Efi��l�ons Ilerr� �0�, "�prar�icling �of D�sk �onlr�t" sh�ll
appl�, ��ow�v€�r, no dkrect �ayrnei3! wifl b� m��l� f�r lhis i#��xt �nd ll si���f be cansid�reti E� lhis
cor�tr�cl,
D�82 DEWAI`EF�I��
Thc� G��tC�C�O� S�1�I� �G� r�spor�siht� ft�t det��minir�g li�� m�thc�d of t�ew�t�rin� ���ra#lar� f�r th�
v�►�t�r or sewago fi�ws f�om the �xislir�g �rrains ar�d gr��nd r�v�let. Th� �C��tk�actor s�rafl b�
���p�t�sit�le f�r d�ma�e �f arry nature fesulting ffom the dew�t�Tirrg op�rat�or�s.
�r���ro� S���2
P�i�T D - �P��C�L. ����ITI��J�
�"!�e �IS�I��,I�C� f�om �ny d�wak�ring o�c�ration shaaG b� co��iucted as �p�ro�+�d �y lhe �ngi���r.
�rour��i w�t�r shall not �e d�schaeg�d into sani�ary scwers,
Dewatefin� sh�ll b� cor�side�ed �s In�ider���] #t� � cons#rucliott an� all c,ost� inc+�rr�d w�Gl b�
�ansrder�d ta b� in�luded in �he pr��ecl pri��.
D-83 TR�N�H ���611lATC�ht ON DEEP TREN�HE�
�on#rac#o� �o �r��+er�l �ny waler #�t�wir�g ��lo ap�r� lr�n�� durir�c� �ar�s�fu���on. ��n#racl�r ���al� �rat
Ica�� �xca�ated #r�nch a�rert ov�rnrght. �or�l�actc�r �hall fill �ny �eench I�r� s�me da}r of �xc2�valion.
i�� ex1r� p��merrt sf��l1 bc� al��wed for #his s�ec�ak �ondi#ion,
D-84 TREE Pk�l�#�IN�
A, �EFEREhI�ES' i�latianal Afbor�s! Associakion's "Pruning ��anda�c#� for ����1e Tre��",
��i • ' � �►IT►��C��11]I��EL�Pr:I
1, �/ibrat�i�+ i�Cnife
�, 1��rm��� V-��50F�� R�ot Prune�
�, �lATkJRA� R���UR��S PROT��TI��I F�C��E
1. �ta�rl .�T,� = Bar sta�ces. 6 f�el I�ng,
�. ��ooih I-��rs�-Wlre; 14-�I� ��ug� (r�����rm �a€���) �r 1 � g�ug� {F��a�y gau�e}.
3. ��r�ve�or'� �'��slic F�aggr�y: "'T�n�Jra" weight, Ir�t�rnat��nal flu�re��ent ��ange ar r��
calor,
4. ��►rrti��r��!'t�n F�r���: �ornm�r�iaf�y rnai��fac�u��d ca�nbir�ation soil ���sr�tor fabric oe�
wlr� rrt�sY� I�acicir�g as s#��wn on the Draw�ngs.
I�, 1�D�T PRIJ�JIA��
1. �€�rv�y and s�ak� lacati�r� of raot pr�r�ing lr�n�h�s �s shown or� cir�bwir�gs.
�, k.lsin� the a�pro�+ed s���ifi��E �q�ip��nk, rnake a cut a mir�wm�m �f 36 ir�ches ��ep in
order t� minirt���� �amag� to the ur�dist�rbed raot zor�e.
�_ Ba�lcfill an� �oe��pact th� #�n�h imm�di�tel�r �fk�r t�enchi�g.
4. PEace a�-fa�t wide by 4�in�h de�� �over �f fnul�h over tl�e kr�r�cli a�s r�q�ired by the
En�ir�e�r,
5. Wilhin �� hours, prun� fEush with �rour�d a�d backfill a��+ �x�asad rools d�xe to
cor�slru�Ei�n �ctivi�y_ ��ver with wood ��rips of rrauach J� oftf�r ko equail�e s�il
kerl�p�raturo ar�d mi�imi�e w�t�r ��s� du� tb �v��ao��#ior�,
�, Liertit any �r�dkn� worlc v�rllhin can�erva�i�� ar�as ta �-inch m�ximurn cu# ar fiU, with na
roats over �-ir��h d��me��f b�ir�c� cut unEc�ss ��ul by h�ar�d or cu! by specifa�d m��#�ods,
equi}�m�nt �r�d protection.
�r �ro r ��-�3
P�f�T D -� �P'E��AL ���1DITi��1�
E. M�I��F#lf��; Appay ��fr�c�r�s !0 4-ir��tt�s of wo�d c�F�s from trimrning ar �le�rinc� �p�ration
�e� ar��s cie���nal�d #�y� lFti�+ �t�ginc:�r_
�_ Tre� l�runrng sk�all be �or�sid�red subs�diary to ��r� pro���t conkr�ct prlce,
D-�� TRE� f��M�VAL
7r�es �o be r�mov�d sk�all be r�rrroved usint� ��p1Ec��E� me�h�d�. ir�clu�ling s�urrtp and roc�t �all
r��oval. loading, ha�lir�g and �um�ing_ Exf.r� ca�llon shall b� t�4��n icx r�o# disr�p# �x��kir�g uiil�#ie�
b�th �v�rh��d �rrd b4lri�d. Ti�� �or�tr��t�� s�ail amme�ia�e�y r�pair qr ��p�a�e any darr�sge t�
utilt�i�s ar�d privat� }�r�p�r#y ir��:E�ding, bu� r��t firr�i#ec� ko. water ar�d s�w�r services, �av�m�nl,
fi��ices, waE1s, sprii�kler syst�m �i�i��g, ��c_, �t n� �e�s# to t��; Dwr�er. �111 costs �or kr�e f��ovaC,
ir��l+�di�+� tem�ao��ry se�+ice c���s, s�rall b� �onsider�d subs�eliary l� ih� 4�roje�t r.onEr�ct p�ic� �nti
n� addl#i�r�al payrr�e�# will be �Ikcrwed.
D-BB ��T H�LE�
Th� m�l�er of �ub�urf�ce �x�lora�i�r� io ascertaln �h� nalure of lhe s�iE�, i�rcludi�� ihe �r���n# �F
roc:f�, i� arr�r, �htir����h which ti�is p��€�lir��; �r��#�Il�ti�r� is i<r k�e rn�d� is ��e respans�bility af ar�y and aEl
prcrspe��ive b�dders, and any bidd�r or� l�Es proj��� sh�fl subr7�i� his bid �rn�er thi� �andition,
W���l��r prospeckFve bi�defs �erform ihis s�M{�s�rface �x�loratian joi�ili�r or i��epender7ily. �nd
w�cth�r th�y r��i�k� s�c� ci�l�rrnir��#ion kay Ck�� us� �f ke�t hoCe� ar olhe� mear��, shal] b� l�f[ Co tl�o
dwscrel�on �i s�ch prasp�ctiv� bidd�fs.
G� l�sE E�or�r�gs ���ve b��� m�de ��d �r� pr�vided far #�fd�er's information� �E th� I�caiinr�s sho�+�rr7 �n
t.h� lags of b�rin�s Ir� khe 2�����n[li�c �I SY�is s�ecifico�ii�n, i! �� expressl�r declared that nei#I��r tF�c �it�r
r��r lh� En��n�cr �uaran#��s l�� ac�urac�r �or i�� info�r�ti��i��f or th�� i�e m,�#er�al ee�co�ii�tered In
ex����#ao�� is tF�e same. �i#k�er lr� c��aracte�, location, af �levali�n, �� show� t�n Fh� bor��t� lot�s. it
sli�ll b� ��re res�onsi�F�lly �� tF�e b�c�der l� rnake su�� subsurf��e inv�sti��tior�s �s h� d�ems
n���s��ry t� det�rmine �h� nai{a�e of t�� rrkakerial ta be excav�ted. The ���rt�•acE�r assurrt�� ��i
resp�nsibili#y for �rrter�ret�tinn oi th��s� r�c�rds �r�d f�r m�kir�g a�d rnait�kair�ing i�e r�q�rr�d
excava�3�� and of do�r�g �t�er w�rk aff�cled by ���c ��olc�g�r �f lh� ��le.
T�t� �ost r�f all rort:k r�mp�+�i �n�E t�kh�r ��s�c����d ap�4�rtenarrces, if requrre�, shal3 be ir�cl�d�d in
l�r� kir��ar foa� bid pri�e �f th� pip�_
D-87 PUBLI� NOTfFI�1o1TIQN PRfOR TO BEC�INNI�1� �{]N�7RU�7'It�hl
Pr��r ta b��inn�n� �[�r�slru�#��r� an any blo�1� i�7 th� proj��l, k�� �;�nlrac#ar sh�li, ��r a f�l�ck by blocl�
�rasls, �repare and d�liver a n�tica �r fEy�r �f #�r� por�dint� cor�stru�tr�n to lh� f eor�t door of each
���*sRc��nce �� busin��s �hak wlll be ifn�acCed by cons�ruclion. Th� rrotic� sh�ll b� pC��r7�E� a�
folkows�
7he r��#ificaki�n r�oti�e of fly�r shaN be pa�st�� s�v��r �7) days prior lo be�ir�nin� �r��r ��r�s#ruction
��ki�rr#y �rM ��ch b��c�C in the pr��a�t area. TF�e fly�r sF�aCl b� pfoparad or� th� �ontractar's IeEterf7e�d
and s��ll ir�clud� !h� follc�wir�� ix�f�rrn�tic��; h�ame a� Prc��ecl. D�� �lo., �co�e of �������� �i,e. ly�p�
�� c�ns�r�ci��n acti�i�y�. �ctual �arNatruc�ic�n d�r�kfr��� �nrl���� the bl�c�C, #he name af the c�ntractor's
forerx�ran an� hi� �h�n� nurr�b�r, !he na�n� of klti� �iky's ir�s���ko� �nd his ph�ne r��mber and the
�i#�'s �fter-ho�rs phon� �rumb�r, �4 s�mpCe �f tha 'pf��car�s�ru�lion n�#ii����t.ion' Ki�er is ��t���i�d.
Th� can��acfor sh���� su�i�x�i! a�cx��dule sho�vRng ln� �r��tructi�� st�rl �r�d �i�rish lirrt� �f�r �ac� �I�ck
�f t�� �r��ect �o the ins��ctor. Cn add�tipi3, a�opy of th� fly�r sh�ll E�e d�fiver�d #� !he ��iy In�pect��
for hi� rev�ew Qr�or to beir�� dFstributed. T�r� contr�c#or �fH r��t be alfow�d la b�gin c�nsl��t�tion att
��'sa�of SCR�4
PA�I�T D - �P��I�L ��IVDITI�1��
�ny bloc�c unEwJ t�r� ily�r is �elivered ko ail resid�nts c�f �1�e blt�c�, Ar� e�ectror��� uersi�n of ��e
sam�C�e fly�� c:an b�: ok�tair7ed fro�r� tf�� constr��c�ion offi�e a# 87'I-830�.
All wo{k Mt��+oiv+�d with Ihe pr�-��rrstrucEi�� r�€�ii�icafior� fl�rer �I�a�l �e c�nsi�ere� �uhsrdi�ry �c� �h�
��ntr��� price and n� ��dlii�n�l �omper�salGor� sl�all b� m�d�.
D-88 TRAFF�� BUTT��S
i`hc� r�rrtqva� ar��i r�pl�cerr��nl c�f �fi�ffic buttons is �he resp�nsibility of lhe con#r�ctcr� �nd sh�ll he
con�idered a s€�bsi�fa�ry i�en�. In t�� evor�t th�t xhe canira�to� pr�f�r� far the �i�n��s, ���n� �r��
Markin�s Division (��MD} of Ihe Tr���}�o�I�#ionJF�t�bh� Wc�rks Dop�rtrn�r�t to ir��t�ll ih� markings,
lh� �bhl���kof sh�IE �or����t ��MD al ��17� 87'1-87�4 �nd shall rc�i�burs� ��AAI3 for all costs
i�rc�rred. �iokh lal�or an� matorial, �,lo addii�onal cornpensa��on s#��11 �e made lo �he c�nlra��or fo�
t�ris teirn��rsei��e��,
�,89 �l4h,tITARY ��WEFt �ER1lICE �LEAN�UT�;
1Nh�r�P��r ���r1k[�fy S�w�r 9�r�+IC� lin� is ir�s#all�� or ��pla��d, �he �on�fa�t�r sh�l� �r�slalG a kwo-
w�y servi�e clear��ut as s#�awn in !�� atia�i�ed det��1, �rea�ou#s �f� Eo k�e irrsl�lfed o�E of hi�h
teaffic areas s�Ec� as dr�veways, s�reets. sidew�lks, �i�, vuh�enever p�s�ibl�. 1Nf��n it is r�ot
possib�e. !hs �lea�out sf��:k �rtd �ap �#��II be ��sl kror�.
��yEr��n� ��r all work �nd mai�riass �xac�ssary �ar lhe ins#al��#I�rt of #he �w�-w�y se�vice �k��nout
whMc4� ar� e����r�� ta provi�� a compl�t� and �unc#aan�l sanit�ry s�w�r cl��r�a�Mt sh�ll k�� i+-G�Mur��d
En �h� pric� bid fa� �ar�ikary �ewer Serv��� �k��n��#�.
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POTCf�TIALLY PE-I'ROLEUM C�[`JTAMiF�ATED k�+1A7�RIA� HlIEVDLIIV� - Dh�i11-------------'i 1
�o�u���� �r���vs�a��r�ric��v ��� ��si�os�� o� �or��r�,�a�a��r��_so�� - c��rrr---� �
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�01V�R�T� PIPE FCTTI�I�� Ai�D ���C�I,�!_� .............................„__.,.......,...,.,..........,,..,.__'E 1
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F��#i�T D�1 - �#I��iTI��V�I. �PE�CM�L ���V[��TM�I��
��i-fi �����E�ir�� ����a��.�T�r�oru �u���-ir�-���� ���� - �r�ir
DA►-� PIPE ENLAR��M�NT �Y�TE4hJl - �MIT
�A� FpLD AND FORI�I P�I�� � �iUIE�
DA-4 ��iPL.�NIt�l� � O�IrT
DA-� pf�� IIJ�TALLEI7 BY ��`H�R �'Hf�N �PEN �ll�
A. ��NE�tAI.'
�. �urr�i��� rrfaler�als �r,d rr�cc�ss�r�r accessorr�s, v�r�th ��reriqt�s, tht�kr�e��, c�ak�r�gs,
ar�d fillin+�� in�i�at�d, specified andl�r necessary to com�let� tF�e wor�C.
2, All excava#i�rr s�t�ll �rovi[fe �r� op�n �r�a �onfarr��ing to i�e outside d€arr��tee c�f llie
c�sing ar�dlor c�rri�� co��c��it. T�� ex�avatia� si�all b� to an ali��m�r�t ancf gracl�
ud���h wi�l al�r�w fr��.� ��rri�r ��ntfuG# to k�� ir�st,�ia��# �� p��per line 2�nd �ra�fe a�
sh��+n on tE�� Pians anc� as eskab�isF�e�i tn t�e �pec��ati�e�s.
�, 1Nork sl�a�M �e ��rfarmed Jr� a�c:o��ar��� v�+ith th� r�qu�r�m�n#s a� th� �aty �� Fork
1+�1o�th Wat�r C�epartme�t, the Tex�s �lepartrn��rt of Tra�sportation, o� ra�lroa�
cor�ti�any. as ��pli�able,
�_ N1A�7�F�I+qk.S;
'k. ��sing Pipe: �asing p3pe st�all be steel �4l3fOF�7"IICI� k0 �If��l 8��_10 and th�
�[}��OWIfI�=
a, Fiei� �k�en�t�r: ��,00� �si minimum,
f�, Wal� t��Gckr��ss; �_��I� in. minimum (0_� f�r fa�l�oad cr�ssin�s)-
c. Diarnet��� A� s�rawn on the �rau+ir�gs �minim�rrr siz� req�ir�fnents},
d J�i�ts- �:on��nuo�� c�rcu�nferenti�! v�reld t� ��cordance wit#� �V�IS D1. �_
�, �arri�r pi�e �r� Cas��g; ��rr��r p�p� �fi���l be a�� sho+�n on dra�+ing� and �s
specified in the �er�eral �orr#ract Do�umer�#s.
�, ��wer Pipe wFiha�at �asin� Pipe; �hall C�e rrtinimum ��a�s �1 du�t�le irarr pipe, or
�s d�s�gnated �n Ct�� �f�ns.
�4, �rout; �raut sha€� b� Por#lar�� ����nt �roui �f rnin, ��0� �s� c:amp�ssive
�#ren�th at �S days. Propor�ioned �rat less ��han 1�u, fE_ of c�mer�t to � cu, f#. �f frne
�a�r�d �vith s��f����r�t w�ter �dd�d t� �r�vid� ���e� ff��vir�g t€���k s�u�ry.
o���rt ASG��
PA�T DA - ADDIT��N�IL �PE�IAL ���VDIT��h1S
�. E�CC�UTI�1V — — � —
1. Wher� s�wor pi�� is required #o be ir�stal��d uncf�r �ailroad �rrrbankrn�r�ts or �nd�r
k�igl�w�y�, stre�t� or ot��r f��ilEti�s in t�EF��� tk�ae� open cut. c�n�kfu�:tio� shall 1��
p�rformo� ir� such a rrxat�ner so as to r��t inE�rfere witk� kh� o��r�#ion �f th� rawlro�d,
stre�t, I�ighway, or other facili�y, an� so as not t� wea€ce�r ar da�nag� ar�y
ernt��nlcm�r�� ar s#r�ct�re_ [��,r��g cor�s�ru�#iorY nperaii�ns. l�arrl�ad�� an� 9it�hts to
saf�gt�a�d traffic a�d pe��strians shall t�� ��rr,ishod a�� maintair��d, �rrtil �uch iirrt�
�s the back�ill h�s be�rr comgl��eci �r�d t��n shall be removed f�om the si#�.
�, Pwts �nd �rench��:
a. C� tl�� gr�de of tl�e pipe a� #h� ertd is befaw fhe ground sue�ace, suixable �its
or tr�ncl��� �hail i�c �xcav���d f�r the �urp�s� of co�tl�c1��� Ch� j�ckir�g or
t�rnnelint� oper�ta�ns 2�n� fc�r placin� er�d join�s of the pip�, V�+I�er�v�r er�d
t��nches are cut in #h� si��s o# the ei�71��n[tmer�t ar b�yoi7d �t, suc� u+ork
shall b� sk�ee#�d se��re�y ar�d brac�� in � mann�� #o �r�ver�t e�rE� fr�rr�
cav�ng i�,
b. TE�e I�cat��n of #]�e �ait �hall �neet k�e appr�v�l of #�r� �r�ginee�,
�, �h� pits �� #ren�h�s �x��+ra#e�i ta fa�ilitat� th�se �para���n� �h�k� �e
backfilled ir�med�at�ly �fter the cssing and car�ier �ipe ins#allatiorr h�s been
compls#e�_
�_ 8�ring �nd ,�ac�Cin� �t�e1 ��sing Pipe: �teel casir�g pipe shall be �nstaElecl b�r
�orre�g hole wi#h ��e earth aug�f ��rcl sirxtuitar�e�us�y �ackkr�� pi�e ir�to �la��.
� Tl�e b�ri�r� sha11 prvicee�l �rom a pit prov�ded for t�e t�aring �qui�mer�t and
wori�men_ The hal�s are to �� bor�d m��hanically_ TI�� boring s#�rall b�
�1or�� using � �ailal h��e �3�r �h�s rr��th��l �n ��pro�cim�#e �-ir�ch k��l� sh�ll b�
boe�d the entir� le�g�h of the erossir�g arr� s�ral� be ch�c�ed far li�re and
�rar3� an ta�c op�osite �nd oi tk�e bar� �rom t�� worK ��t_ �fhis pilot I��I�
shalf serve 2�s t�e c�nk�rE�ne �f #he iarg�r di�me#�r hole ta i�� L�ored, Othe�
rn�lhoc�s of rx�a�ntair�i�rg lin� a�d gra�� �rr th� cas�r�� rnay � a�pro�ed if
acceptabi� #� t�� �r�gineer. �x�av�#ed m�teri�l sh�l� F�� pl�c�d �ear the
top of r�e wor�Cing pit ai�d dispased of as re��ired. Tl�e �se of wat�r ar
other f�uids i� �a�rr�ction wit�, #he b��ing opera#iort v�ikl be ��rmi#ted �nly to
ti�e �xtet�t r�quEred to ���k�rica�� ��ttint�s. J�tting or sau�cie�� wilE n�t be
permilt�d.
�. In �ncor���lidated s��� forrn�ti�ns, a��k-f�rmin� �o€lo�dal driElittg i�uid
cor�sis#in� af at least �� p�ec�nt of hi�F� gra�� care�ully pro�esse� �en�anEt�
rn�y be used t� c�e��oltd�#e �uCtings of lFr� bit, se2�l #I�e w2�Ns �� khe hol�,
�r�d furnis� lui�ri��tion for ��b�et�u�n# r�rnoval of c�#ti��s �nd insta�l�#ivn �f
�h� p��e �mrr�e�ia�ely ih�reaf�e�,
a�ov��r ASC;-�
�J�l�"� �1�1 - ��������J�1�.. ����N1�►�., ����N�'���li�
c. AI1ou+abl� varFatiori fr�r� #fti� lin� 2�r�d �r�de s�all be �s s�ec�fisd u�c��r
pa�a+�r�p� A�, �lJ vofds be�ween bor� an�l �utside oF casir�g sri�ll b�
pressur� grou�e�i.
4, Instaliatior� �f �arri�r Pi�e in ��sing;
a, ��nika�y s�w�r ��pe I�c�ke�1 wiki��n ti�e �rrc�s�3r�cn# �ipe shall be s�pparto�l
b� ��skids" or "{�a�rct�" ka pr�v�nt lh� �Gpe ��d bell� fr�rri s�a�gin� o� the
insid� of lh� �:a�ing, a�d ta �C��p tk�e inst�lf�� lin� frr�m r�skln� on �h� #���Is.
b. �11f sk��s sh�N be ��e�te�i with � wood �res�����ive_ �[tia� �h�uld e�t#en� fa�
the f��l len�th of the �Gpe with �he �x�ept�on �f #h� b�ell �r�� a�d ap€g�t ar�a
r����ss�s}+ f�r ass�tnbl� unle�� otherwise spe��F�ed.
�, Thr� �ontr�czcar shall �r��r��t ouer-�elling t[�e pip� whi�� in�t�llirrg ik #hrp�gh
th� ��sing, A rr�et�ad of restrrcting t�e rnovern�n# ��Iw�en #he assemE�led
��ll and spfg�t wh�r� applic�l�Ee sf��ll b� pr��+id�d_
�i, At �II k��red, ta��C�d, or t�nGtieE�� in�#aliatior�s. th� �r�nul�r �p��� E��tween
tl�� carri�� pip� and casi�� sh�ll b� �illa� with gro�t, �a�-e rr�ust k�� tak�n
that not too rr�uck� wa#�r is F�r��d i�t� l�e casir�� so as e�oi to fl�at k�� �Gpe,
�i'#�e l��ckfill �r�aterR�I v�rili �rot be re�uir�d �rn��ss sp���fiE�d �n th� pl�ns 2��d
spec�fied by Che ��rg�ne�r.
�, �losure t�f #k�� ���Fn� a�ker th� p�p� has b��n ie�stall�ci sh�ll k�� p��g��d �#
tY�� ends �f th� casir�g as shawn on #h� drav�rir�gs or �s r�q�ir�d by lfia
Engi�reer.
�. B�ri�tg �nd J�ck�r�g Du�ti�� I�on �ipe wit#�a�i� �asing f'ip�;
a. As inciicated on draw���s �r��i �s �ec�uRred a�� dife�t�d b�r t�� Engin�er
sew�r s�r�ll be cor��lr�ck��l �f t�ore and j�cked duckile iran }�ip�.
�, WF�en a casing pip� is r�o# c�esi�n2�t�d on #he d�awings, ti�e cantractor si�ail
pravicf� ��;�s�ng p�p� if ���es�ary �o acf���+re kir�e and grad�. ��sing p���
�haEl be prouided at no ��dktior7al ��s# �r�d sh�ll k�e �ubsid��ry t� the �ost
bid for install�k�on By �khe� tF��n �pen �ut,
c. Bor� and jack �n ac�or�anc� wi�h par�gr�p� �,3, �ha�e.
d. �k�ort ler�c��h af sew�r consistir�� �� � sir�gle �i�� secti�r� may be in�ta�f�d �y
j�ck�n� witho�i� a bar� hole �f p�rmitted by t�e Er�a�ir��er and In so�t sail
layer, All voicls ou#s�d� of install�d �ip� sh�El fo� pressu�e �ro�t�d_
fi. T�r�Rieling: V�T��r� lhe char��#�r��t��� of tJ�e soil, t�e size of th� ���pos�d pip�. or
�h� us� �f monoli#��c setnfer woui� ma�C� th� u�� of tunn�l�n� mor� s��i�factory than
ja�king or bori�g, or wh�r� sh�uvn �n the p�ar�s, a t�r�r�eEing �nethod �rra}� be �s�d,
w�tf� ti�� appT�val of fhe Cng�n��r or r�Flr�adlhigl�w�y off��i�ls
o��o� ASC�4
���� �� - �����i�n��� ����i�►� ���a��`�����
a, 1Nhen lur7neli�7g is ���rrnixted, kf�� linirtg �f kh� #�r�r��l �hall b� of st�F�ici�nE
�#r�ng�i� �f �upp�rP �h� ov�rbu�der� Th� �or�#racla� sMall subrr�ot kn�
p�npos�d lin�r rr�ethc�d lo th� Fr��rr���r f�r ��pr�v��. �he t�nn�€ l�r�er c�es3gri
s�all #�ear the s��l �f a licer���d pr�fess���al �ngin��r in t�e �ta#e �f �exas
Ap�roval by t�r� �r��ir7eer �hall nc�t ��a'tev� �I�e �orilr��kar o� t#��
r�span�i�ilit� f�r the �dequacy o� lh� I�ne� mstho�,
b. Tl�e spac� b�tw�e3� th� tt���n�l I�n�� ai�ci �r�� Irmits �f exca�ration sl7al� !�e
��essure grouted or mud-�acic�d
c. A��ces� ha��s for plac�n� �oncrete shali be space at m�ximum �r�terv�is af
�0 f��k,
Q. G1r��A�L�R�M�f�T AP�D PAI�l�E�li= 1nslai�at��n �f p��� }�y o#her tkr�rr �pen �u# wFll b�
rn�asure� by l�� lu3�ar f�o# �f pipe� COCT7�7�Bt� af} ���C�. �4�C�k Fi1��5LJC�r7'EBi�lt V�11I� i7� f11�7d�
b�fw��n lh� ���is of tk�ke pi�e ala�g fh� �entr�al ax�s a� insta�l��i, T�t� +fir�rk perf�fm�d �nd
rn�t�rials f�rr�i��r�d a� prc�cribed by #his it�m wi11 I�e paid fo� �t the �ontfac� lJnit Pfice b�d
p�r lin�ar fa�t f�r f�ipe Ins�a�lsd by Other Tl�ar� �per� ��t of the t�+pe, s�ze�, ar�� cl�ss oi
pip� s������e� a� s1��wr� or� plans, Tr�� ��rnrsk�an� af all ma��rial�, p3pe, E,r�er makerials
re�uired for ir�s�alGat�on, For �I� preparati�n, fl�aul�ng and installing af same, ae�d for all I��or,
#oo1s� �q��{�m���t ar�d incider�tal� n�c�ss�i� to �orr�pl�te Eha tin+ork, ir�cl�din� �xca�a�aar�,
b����il�kr�� �r�d dis�o�al of sur�l�s r�at�ria� sha�l h� in��ude� in t�� �orrtrac� Ur�it Price ��
sk�av�rn an ti�e �id Pr�p�sak, Payrnen� sh�l� r�ot in�lude pau�ment r��alac�€nent, v��i�h� if
required, s�al� k�e pai� separately,
DA-6 SERIlI�� LI�VE PO#IV�` �t�PA1R I���Ah10U`T ftEPAjR - OMI�
UA-7 PR�'���Tlll� MAh�H�I.E �C}A71N� FOR �ORFt�S��l� PE��7���'I�1� -�Mli
DA�B MA�IHOLE R�HABILyT�ITkQh� - �N�lT
DA-9 SLFRFA��E P#tEP�4R�+►TI�N F�R M�4NH��� R�EIABILITATI�N -�MIT
DA-'EO IJ3TE�tE�R I��#VH�L� ��►4�`I�I� - IY11�R��II�I�A�� hfi�#�T�4R ��f�'I`�fYl -�1VI�T
E7�q-'t� II�TE#�E�R MA3VHO�.E ���471�1� � �3UAI���C �`f�7�M - �M17
UA�'�� IIV1"�F���f2 MANH�LE �OATIN� - �PRAY INAL� �Y�T�I�} � �MIT
�A-'F3 Ii�fT�i�I�F� MAl�1MQ�.� ��3ATIN� - RAV�N �Ihil�l� �'��T�lUI � �Ih�IIT
DA-1� INTERIDR MANH��� �0�41'll��: FE#�I���A�T ��I���NI 1+1�17H EP��Y LI�1�R - O�J11T
DA�-1� INTERIOR MANHO�E ��ATIN�-�TI�DiV�����#I�-�1��T�M - �M17
DJ�-'16 RI�ED FIB�R�L�ISS MAIUH�LE �IhlER� - OMIT
DA�17 Pll� I�IN�� �QNCRE�'E 1�'k�ALL F�E��N�TRL��TIOIV - OMIT
o.�,�oro �
A��-�
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PAF�i ��► - �D�3171�IV��. �PE�I�IL ��I���`TE�tV�
�A-1$ PRES�URE �R�]UT�h1C� ry �NEI�
DA-1� 11ACiJUM �E�TII�� OF R�HA�I�.�T�4T�� MA#J#�DLES -OMIT
DA-�� �iB�R�LA�S fHAhiHO�.�� � ONIIT
D#�-21 �O�ATI�fV AIVD �}C���IFF�E �F MANH�LE� A�J�} WAT�I� V�I����
�I�e corrt�a�l�r st��lk be re�pans�ble foe loca�i�g and rt�iarking ali pr�v��us�� ex}�os�t# �anMal�s and
w�t�r �ralv�s in ea�� �tr��t of #his �or7tr��# hefor� k�e res�rfacir�g proc�ss c�rnm�nces for a
part�cul�r str���.
The contractor sh�ll 2�tt�mpt t� incl�d� the �ans#ruction Er�g�n��r {+f t�� is availat�l�� ir� the
c�bsc�rv��ion and rx�arkcie�g activit}�. Ir7 an�r �ven# a stree# sh�ll be c�mpl�tely rn�rked a�ir�imum of
Iwo (�} w�r�c�n� �ays b��or� resurf��in� b���ns �n ar�y street, iV�arkin� 4h� �u�t�s �+it� ���nt l� a
�e�o�nmcnd�d �roce�#�are.
1i s#�rall b� th� co�kr�ctors r�sp�r�s��ility #� natify th� utiltty com��nies kh�k h� F��s comme��e�f
wor3c or� #h� ���j��k, As the fesi�rf�cit�g is c��r�p��t�d (wili�in s��� day} the �on�racto�r �hall locate
I�� t;ov�r�d marrhol�s ar��f v�lv�:s and e�c�ase th�m �ar lat�f �dj���m�nt. �Jp��� c��-npi�tion �f a
s��eat the �ontr�ct�r s#��li n�ti�y th� uk�lit+e� af lhEs �orr��CeEwon �nd in�icak� k€�e slar� c�f th� n�xt t�na
in order ��r ll�� utilik�es #o �djus# facllik�es a�c�rdir�gly. TI�� fokl�u�+�n� 2�re �atGlaky co�rtac� p�rsor�s;
��mpanv T`el��#�o�� 1�1�mber
�ou�hvuest�rn Bell Tefepl�ar�� �3€3�62��
�ex�� Utili#i�s 3�6-9A � 1
Fx�, �12�
Lor�� �t�r �3�-8�#31
�xt. �9��
�ity af Fort Worik�, �71-��ECY�
�tre�f Light �nd �igr�al
�ontact I��rsor�
���-Ic�t Line„
�l+l�, Ray Krug�f
h+�r_ .�arn B���t�iE
P.rJr. .li�n B�b 1N�k���;ld
C}f cv+��e, u��der the t�r�s of tf�is co�}lrack, t�� ��r�tr���or shall cc�rnplete a��uslmenk �f the st���n
draFn ar�d 1N�ker I�epar#m�nt fa��lrti�s, �ne t�ai#ic iar�e a� a tirrX� w3th�n fiv� {�) w�rEcl�tg d��s a�#er
cc�rnpl�t�ng 11�e laying of ptoposed I�C.f1+1.�1.�. a�+c� la�+ a�ijac�nt �� said Fs�:�li�i�s
Any �c:�i�#ion fr��n �f�� a��ue �rn�ed��re and alla�ted �n+arkiR�g �ays ma� r�st�lt in th� s#�u# �fawr� of
�he res�rfacin� op���tio� by tF�� ��r3stru��ion �ngrr7�er,
'�Fte contractor shalC �e res�onsib�� far all rn�i��ia��, e+�ufpmer�� and ���ar to p�rf�rm a mos�
acc���at� ��I� �r�d �II ��st� to Ehe contract�r shall be figur�d su�sidiary ko this �orrtr��t.
DA-22 ��P��4��M�I�fi �� C�i►��R�T� �U�S A�D �UTT�R
��n#ra�#�r �l�all re�l�ce �IC darrraged existirrg c�rb artd ��tl�r, �� d�si�r��#ed f�y k�� �or�str�a�tin�
�ngine�r, af�[� r��la��: wi#h s#����ar�1 �srn�rete �4�rb �r�d g�rkter, laydowr� ��rb aG�d gutt�r, or �r� lik�
kir�d, as �ovemed �y ta�� stand�rd �ily ��a��if��at�on� P�y limits far la}�dawn curb ancf �u�ter are
a� �F�o�n+r� ir� Dr2�vuin� i�lo, �-�� s�f the ��ar�dafd �pe�ific�tions Gr��;���ied, artd ff�ur�d subsrdi�ry to
��i� unit �ric�, wi�] b� #h� ��quirod �xc:�va�i�r� ir�t� Ih� slr�et �o �id in t�r� ��anstr��ction of th� �urb
�
��� AS��fi
��I�T D�4 � �D13�T��f��#L �P��lAL ���VDIT��I��
��tid gu!t�r, �1`h� �ay lomi# wil� ba 9" out ffom �}�e gut��r Ilp_ with sam� da� hau�-off o# fhe rem�ved
materia� to a sui�ab�e durt�p siKe. Tl�� sl��e� uoid shall k�e #ilk�r� wikh E-€_Art,A,�. ..T�P� D" mix �r�rJ
�.omp��ted lt� st�nd��tJ �ity tl�arrsilies �r��l #�p ��i1, ii r��ec���l, shall l�� a�d�d and 3�v�l�d lo ��ade
behind th� c�rb, Exis��r�g irnprov�men#s wi�hin the pa�icv�ray such as water meters, spnn�Cler
�y�t�m, �#c. ci�ma�e� dk�rir�g ��r�struction s��il 1�� rep����d �v�i� s�me o� belte� a# no cast ta t��
�i�y,
���1cfi€I fpr curb �ncC g�tk�r sl�al] he carnple��d w�tk��n fou��en { 14� cal�n+�ar days �ram th� da�r o�
d�ir�olitioi� to date of can���etion wf tl�� ca�rl�aclor faifs #o compl�i� lhe tiruark wi�hin fourteer� �14}
ca�endar tiay�, a�1 �� dallar li���id��ec� d�mag� will b� �sa�ss��l ��r bl�rck p�r [k2��,
�he urrit p�ice bid �er I�neaf faot shall be #ull c�mp�n�atla� fvr aMl ma#�fials, Jabor, equi�menk �r�d
rn��d�n#��s n���ssa�y k� �orn�le�� #he �ork�,
�}A��� FtE�LACEMENT �� 6" �{�IV�RETE DRIVEW�4`fS
T�rs iter� shail in�luc�� ttre� re�rro+ra� ai�d repla�er�ent of exi�tm� �or�cref� clri�+eways, due to
d�ter�or2�tit�n �r art situ�#ions wt��r� ���b and ���t�r i� r�plac�d ro at�j�st �rad�s to �limir�at�
p���ding water with sar�e day ha�l���€ n� t�e r�rn�ueti n-rateri�l t� � s�itable �iu�'rp �ik�. ��r
spe�ificaki�ns g�verning t3��s it�m s�� ltem No_ 'k0�4 "�ern�vir�t� �Id �oncr�t8�� Itam Nr�, ��4"
�an�rete �i�euv��k a�d I�r'i�+�+,v��+s"_ F��� limik� f�� ��r�cret� c�r�v�+��y ar� a� �howr� �n Dravuing hlo.
�-�5 of th� S�and�rd �pecifca�ia��s,
The u�tit ��sc� bi�l �er sq��r� �r�rd sh�ll be full com{�ens�tion f�r �II laboi•. rr�at�rEaM, equipmer�t.
suppGies, ar�d i��ident�ls �ec�ssary to cvmplete the w�a`k,
DA-�� F2�PLA��M�NT �� Fl.IwI,A.�. P#�11��UI�I�T ►4fi�i� �A�� - ��YIIT
C��#��5 �E�ADE� �I�IJSHED ��OI�ES
This it�r� shall b� �s��i to re�aMr �Rte fa�l�d ���e rriater�ab ir� a�e�� exce�d 8" de�p a� dkre�t�d b�
tl�e �ngin�er. �f�e rr�ateri�k sh�ll be g�ad�d crusl�e� �tan��.
�or specific2lior�s gove�`ning this �tein s�� Itern f�o. �48 "FCexibie aase",
The urrit pr��e bid per �ubic yart� s�r�11 be f�ll compensati�n f�r �ll rr��ker�ar�, I�bor, �q�iprx�e�t anci
inci[#��ti#als ne���sa�'y to �om�le#e t�� warEc,
DA�-�S 1N�DGE N1ILLIN� 2" TO 0" D�PTH 5.0' Vk��D� - OMIT
�]A-�'7 BUTT JOINT� — l�IIL�ED - ��UI�T
p#���8 �'" �.A�.A.�. SURFA�E ��UR�E {TY�E "D" IU'���(}
A,il �pplic�bl� �r�vistpns of �tandard Specifications, Ilem �los_ �1 � '"I�ot�Mix �lsphalt�c �oe�crete��
��� 3� �"��n�tak i�l�r�� Fte�y�liR�g,Aspha�t �or��r�t�" shalG ap�ly t� th� co�sir�cti�n m�th�ad� #or
this part�orr �f the p�oj�ct.
�#a�dard ��ecificati�n 31�,5 �1� �Iti�H b� revise�i �s �o�Cavus' The �rime �o�i�, ��ck �oat, ar tk�e
asp}�altic rnixkur� sh�ll nn# b� p€a��d unl�ss �h� air tenzp�rature Fs fifky (5�) d�grees ��hrenheit
oa�,��ror ASC-7
��►.I�T C�� - �4D���I�N�L �PE�IAL ��D�lbl�'M�IV�
artd risir�g, t�� k�rnper�t�re beinq tal�en in the shade anc� away fror� ar��t�c��E h��k, A�pY���tic
{nalen�l s[�ail aks� not b� plac�� when �h� vt+ii�d cor��ittar�s �re �r��uilabl� in !he opinio� of Ei��
�r�gin��r
�"h� �crr�lracta� shall fu�n�s� ba#ch �es�gn of �he prapos�d h�t R1kX �S�I��I�i� COr1C�a�� �Q�` �f��+
a�prova[ 48 ho�rrs prior #� paa�ing �C�� �i.Nl A,�. a��rlay. 7h� �ity wi�l provic�� laboretory cor�Erol as
n��es�ary,
Th� u�ik �rice bid per �q�are yar� o� W_M_�.� cortr�l�t�.� ���d f� �I���, s�r2�ll �e ���fl �oix���nsatton
fpr all labar. rrr�Eerf�ls, �c�uipm�r�E, iools, and �ncidentaEs necessary #o c�rl�pl�ke th� wark,
D�►��9 i��PLA��Nl�N�f D� 7"' �ON�I��TE 11A�.L�Y �UTT�R
T#��s iE�rn shall I�cRu�l� �he r�m�v�l �n� r�co�s#rsaction of existing concret� vaHey �utters at
loc�ti�rti� �� be d�#�rr�anec� ir� feld;
R�mov�l �# �xis#ortg cfln�ret� v�ll��, �sphalt �rav�me�t, cor�cr��� bsse, c�rr�a an�l gukt�r, �nd
n�:c�ssaey ex�a�ra[ion ko ir�stall th� c�nc�ete va[l�y guli�r� aCl s�al[ �� s��xsidiar� [o l�is p�y it�rn.
Furnisl�ir�g and �la��rrg �f 2:�7 �ofY�r�t� b�s� �nd c:rushed Ilrr�es���r�� k� a depth as dire�te� by lhe
�r�gin��r and �rt�cess�ry �sph�lt t�2�r��ftians as ��rown �n the �oncret� vall��r g�kk�r t���a�Js, shall b�
s��#�sic�aary to th�s P�y f�erx�_
�ee star�darcl speci�i�atior� Itern �lo_ 3��, „C��r7crek� Pav�fn��t", I#�rrG ��� "Mot-hAix As�h�ltic
�or�kce�#�"_ �te�r� �1�, � 0�, "i�c;rr��v�r�� Dlti �c�r�crs�e", Item fVo, 10f, ��1.lnciassifre�d �t��at
E�ct��vativn" C�orn �io. �OS "�EexibE� Rass." lV�eas�arern��t �or final quant�ti�� �� �ral��y �utE�r wilk #��
b}r fhe sc}uare pard of �oncrete �av�enen� and th� ��rb �nd �ul#�r s��k��n w�ll be artc;fuded
�pntra�lor rr�ay sut�s#�k�te 5" rror�-r�En�ot��d €�;�7j �ancr�t� Ba�e ir� lieu af �r�s�rcd �ton� a# rro
�ddikiorr2�r cos� �e� Iterr� ��4" ��ncre�e Pavement".
As�haEt bas� ���ai�:�ia� rna� t�� ��q�rr�d �k #�m�� �s direc�ed t�y kl�e �n�ineer ta ex�edi�� the work
�k I��atrons i��n#ifa�d in the �ie�ld.
�h�e con�s�te sh�fJ b� d�si�n�d to �c�i�v� a min�mum ��mp�esslv2 �#r�r�glh a� 3�00 �ounds per
s�u��� ir��h_ C�ar}tr�c:#t�r ���II wc�rk or� or��,half of Vall�}r �u#ter af a tim�, an�1 ih� other h�lt sh��IC
b� open to traffic_ Work shall b� completed on eacl� t7�1� wi�hii7 s�v�*n (7) ��I�nc�2�r t#�ys.
i� �h� can�ra�i�� f�ils to �ornplete the wo�k on each hal� with�n sev�r� {7} c�l�n[#ar c�a�+s, a�1�q
�laflars Iiq�Gd�ted damage wi�t be asses��d p�r e��h I���f of v�tl�� g�tk�r �er d�Y-
The �rnit price bid per squ�Ta yar� for �oncr�te Va€le�r �� �hpwn or� the pr�p�s�l will k�� ful!
�aFr�p�nsatian f�r mat��ials, E�k�or, ��uipm�nt, 400ls ancl in�i�antals �ecessary to cornple#� fh�
woric_
D�1-3Q i�IEUV 7"' ��N�R�T� VAL�.��' ��JT��I�
'ff7is it�rn s�alG �rr�Gud� tJ�e c�ns#ructGan ai �oncr�te vaafey �utiers at v�ria��s locat'r��s t� be
de�errnin�d in fiei�.
��av�� A��-8
��R� DA4 - �IDDITI�IV�1L. �P��1�1L ���1DIT1�1��
1�ernova� o� exFsting, as�al�alt pavernent, con�rete b�se, curl� and gutker, and n�cessary excavation
to �nstall l�� concr�t� �ail��r gu[��rs all s#�aIC b� su�s�di�ry Go k���s pay �terr�_ �urnishan� �r�d �I�cir�g
�f �:�7 caf��r�te b�se a�d crushe�! limes��n� ko � depth as dir�cl�+� b�+ the Ei3�ineer ar�d
r��c�ss�ry �s�h�1k #r�nsik�ar�s �s s��wn in #h� c�n�r�t� vail�� �u#ter ��ta�1s s�all be s�b�idrar�r to
t�is Pay Iter�,
��� s#a��lard sp�cGficat�on It�r�� i�o_ 3'��l", �or�cret� F�v�trien#", Item ��� "H����uli�c As�h�Gti�
�a�creEe", fkem No, �04, "Remouang �ld �ancr�te", It��n �l�. ���, '�Unc�as�iF���t �tre�t
�x��v�ki�ri" ltem hio ��}� "�I�x�ble ��s� " l�7��S�tr����1k for fG���1 q��iitlkie� �� v�E��y g�iter will be
b� the square �+ard of �ancr�te pavement ar�d the cu�b ar7�1 gu#t�r s�c���r� wall �� ir�cluc�etf.
�nrttracko� m��+ subskitule �" r��n-r�ir�for�ed ��:�7j �a€���ete �as� �n IGeu of �fushe� ��ane a� r�a
addilior��l �ost. �ee I#ern 3'I�" ��r�crete Pav�m��l`�
Th� concrot� sk�aif be d�sigi��ci #o ach�ev� a r�rintixrurn coit��r�•cssiv� str�i��tf� �f 30Q4 ��ur�ds p�r
squar� ir�ch. �o�k�ac#or �hal� work �n ane-ha�E of �I�lle� gut#�r at� � tirrtie, ar�d the �#I��r i��1f s�ra�l
be �p�n to tr�fifi�c, 1�o�k �hall #�e �o�n�leterl �n each f7alf wrtl7ii� s�veri (7) cal�ndar [fa�s_
lf kh� �ontr�ctor fails t� �am�let� t1�e w�rk �n �a�h I�al� w��hir� s�ven (7j ca�er�dar days, a�10Q
�ollars kEqui�iale� d��a�� will b� assessed p�� ea�h half of val�[�y gt�Et�r p�r d��,
Tk�e �nit �rice bi� �rer sq�aee yard far �t�ncrete Ilakley as s�ov�+n an #h� pro�as�l u+�l[ C�e f�rlt
cs�rr�����atior� for rr���ert�ks, lab�r, �quip�r��r��, to�Gs ar+d ir��i�entals nec��s�ry #� ��mp���� �I�e
V,+�rk
DA-3'! hi�1N 4" �TANDA�ftD WM�EL�HAIR RAMP
T�e �on�ractar s#�al! canstr�ict sta�da�d conc�et� wh�e�lcha�r rarnps as shown on �h� er�cl�sed
d�t�i�s, or a� drr�cked b� #�e E�gin��r.
The remavak o� existing. s�bstandafd whe�ichai� rar�rps ae�d sid�+w�lk as req�ir��i for ih�
�r�s���latior7 of new w#�e�Echair rarr��s shall b� st�bsidE�ry to Ehis pay item. l"h� remov2�l �r�t�
re{�I,�ce��n� of �xRslinc� curb a�t� gu�#er �s r�quir�d for th� I�rs#aEl�tioa� af new wl��elc�alr ramps
shalf be rnci�dec� rn i�ay It�rr� �{i�emov�� a�cJ R��k�cemer�t af ��,1•b ar�d �ut#�r), P��r iir�i#s for
kaycir�wn c�rb 2�n�E t��t��r �re �s s��wr� �n #he S#2nd�r�l ��y l�imi# C�etaii (WR-fi), �'he p�y limit wiFi
exter�d froix� 9" autsid� th� li� o� g�Eler to 9�" b�cEc fi��m tE�e fiace o� curb. A�ny aspi��jk tieyin �fr�l�
�e �ubsidiar� to t1�� ���rk� an� ��lter pay it�rn, Pa� Iirn�Es f�r "S#ar�dard uVa3�;�l�hair i��m��� wi�l st�rk
15" ba��C from the f��e o� �urb an� e�cornpas� tF�e rem�ar�der of #he ra�np a�d sid�u�ra3k„
�II �pplicaf�le pravi�iot� of sta��l�rd �p��if�c�tiokts EE�m � ��4 "R�ma�+�n� 01� ���r�r���" ��rd I#�rr�
�0� "�vncr�te ���ewalk E]rive+r�ays" sF��41 a�ply ex�ept as he�ei�a mo��fied
All concrete fla��d s�rface shall be colo�e�d with L1Tkl0�!-iR��lfE ca�af hardener as mar����cttir�d�
by a,. C� �r,ofse€d ��m�ar�� �r ��ual. '`I�� colar hard�x�er sha�l �� t������c red coio� and dry-�I�a�Ce
kype, �nd shalC b� use� ie� �ce�rdan�e �ith rrran�fact�res �nstructions. �on�r�te s#�Mr� ma�r I��
a�plied a�ter ca�cr�te i� ��ur�� ��'rc�du�t ��Id #�y �R��).
..�onxractaf sh�ll �rovitle a color�d s�rnple concrete �anej �f �r�e faa# i�y one fa�t b� thr�� knc��s
d�men�ion, �r otk�er dim�r}s��n appra�+ed i�y ihe �n�in��r, me�#r�� t�tie �#�remen�ior��d
s��ifi�ation. Tl�e sarr�pl�, ��o� a�praval bp lhe Engir��eF, shall be th� ac�ep#af�l� s#ancia�� t� be
���Eie� for all c�n�truction cov�ret� in Ihe sco�� o� th�� p�y i#�m
��� t AS��9
P��T �� �- �1�]DITI��AL �I'E��AL ���1�3N�N�]�V�
'i`he rr�ethod �f application shail b� �y s�r��r�, �ifter, �ie�e or �kh�T m��r�s in ��der to prov�€�e for �
uni�orrn calr�r r�isiribu#ion,"
Tr�� ur�ft pri�� bici p�r sc�uar� yard #or 4" s#andard w�reelchair ramp as �howr� or� khe �ropasal will
be full �o��p�r�sat�on f�r rx�at�rk�ts. i�t�or, e�ui�mertl, toc�i� arr[I i�tcid�nt��s n�ce��sar� �o ��rm�a�t�
ki�� w�rk
[7�4-3� B" PA1I�MEN7 PULI�ERIZATION
�on#��ctor s�alk p�f�+cri�e #h� ��ci�lin� p�v�m�nt t� a d�ptFt �f 8". Aite� �ulver3zat�ar� is com�l�t�d,
conirac�or sh�ll €ernpnr��y ��m�v� �nd �t�r� tf�e 8" d�ep pulver�aeri e�ateri�l. t���r� �ut t�e b�s�3'�
i� p��vid� place for �he n�w �" F-�_M_!�_�_ surfa�e. �'h� 3" bas� ��t sh�fl sk�rt �t � depth af 8" €rom
#he �xisting ��i�v�ri�ed surfa��, A�E�r the und�rc�at o�era��a� i� compl�t�d, can#ra�#�r shalM �}�r�;ad,
mix, �r�ri ��mpa�# Ihs pul�refr�ed materiat t� a 9��1�, carnpac��on p�r �it}+'s �tant��rd 5pec�f�caxio�rs
or 2�� dk�ecEeci �y the �r��ir�eer Mn th� f��t�. ��°!o �ortl�nd �emer�� sh�ll k�e used ta �nix tf��
pulv��i��d ma�eri�l.
�A-33 RElNF4RC�1� ��h��R��� P►41��N1�i�f7 O� RA�E (tJTI�ITY �UT}
7he fo�l�win� �pec�fic�tior�s ar� f�r t�� ��rnish�ng ar�d pfacing of r��nfprc�ti ��nc��te pave�en# or
base as shown on d�taii �nd �s clire�t�d by the �r���r��e�•.
►���3�J�t�1��
Rainfarce� �ar�cr�t� �av[�mer�l or 1���� shall car�f�rrn t� �p��i��2��Go� Ite�n N�, ��4 h���rn �x��pt
for fntsh�in� �n�i ��r�n�
6, �INI�FiIN�:
T�re r�ir��or��d ��n��te s#�all k�� brougi�t to a�n�f�rm surface b�r vt+�rking u+itl� � wvc�den t��at,
�'i�e sur#ac� �halE b� flus� with the adj�ceflt pav�m���# and sha�l #�a�r� a�ir��s� �irr�ilar to t�r�
surea�ndir�g p��+ern�n#. Tl7e sur��c� sh�ll be �v�n �nri shall prov�d� � smoolh �td�_
�. �IJRlEVCC;
�i`�r� r��r�f+�rceci c���r�te p€�va��nt sur�ces �halt be spr�y�d urriformK� with a rn�rnt�r�ri� �t�ring
eomp��rnd c�nf�rmin� to th� r�q�iir�rr�er�#s of ���iU� {{3p�, TYR� �_ whit��ic��n�nted compou��,
w�ic}� sh�ll nr�t �ro�uce �ermane€�� di��olara#i�n �� khe �onc�e�e. �onc�et� s�tall b� �Ifo�+ed t�
cure fof s�v�r� days or t�st �yJi��dsrs «a�h 30�0 �si k�for� rem��r�� �# ��rri�2��e�,
k�. �}{E�iITIOIV:
Incl�d�cl i�� thi� rt�m v�ill E�� �h�� R'�fr�ov�i of th� �xisting reinfo���� c�r���efe pav�rr��nE. Th�
exisking �averne�t shall be �aw�d so a� to m��ntaMn an even, straight p�+�em�n# �4�� 7he
ex�sting r��n�or�in� �#��a �t s�w�d tir�e �rttl ��r�sir�ckior� �oir7ls sk�all be lapped 1�# inches +.erilf� lk�e
rtew r�inforcecl concret� ��+�rn�nt_ Th� �xistFr�g st��.xl sh�ll b� t#�orc�t�ghly cl��ned h�fore
lappir�g,
��ar�rr JGI��-'� �
I��l�� �� - �DDI"1"��EUA��. �P��1�4L ���D��I��V�
�h�e foll�s,vir�� work me�had w�11 ba p��form�d or� e�c� utility �u#;
� Plac� saf�ty s{gr1s, barr��ad�s andfor c�#I�er wafnir�g d�v�ces v�r#�ere ner.�ssary �nd a�
ret�uir�d,
2. 1��pi�c� pa�+�rrr��t tv r�e�r�st ��ank
�_ fUaar�C �ut �k�e elamaged are� wit� k��l, ch�ik lin� or p�in# b�ir�y �ure t� ir��lud� ��I are2�s
r�����rin� r���ir.
�, ��v�r cut a�or�r� e��arked I€r��s a mir��murt� �� t�+o {�) ie�ch�� �Cee�
�. F��rn�v� �xEs#in� concr�te
6, Fo�m j�i��s ae�d place ��ir�for�ing s���1 and Dow�l B�rs �a� r�rq��r�cl) �cc�r�irn� �� st�n[�2�rd
���c�fiC�#i�r�S,
7, PEac� and Fir�i�� c�ncr��e_
8, �I���, �p j�b s�t�, rerrkoving a�i ��bris,
�. MaGntain tfaffrc con��of c���ric�s ta �rror��;t ��� area until the �oncr�te h�s cu�e� sever� days a�
cancrat� rea�he� 3��� psi compr�a�E�� s#r�ng#I�
�, PA1'AA�EVT�
Pa�rnxen# s�a11 be rr�ade a� #F�� �n�t �r�c� per linear f�ot as sf�own or� t�� pro��saf and shaEl be� full
corr�p�r�sa��an for fufnishir�g al1 laba�, mat�fi�ls, a��iprr��f ta�ls and irrcici�r���ls n�c�ss�ry #�
c��r�p�e#� khe woric
DA-34 �AIS�� �AV�MEh#T` I�AAf�FC�f�S
AJI a�pl;cabl� prn�+i�{ons �F �tand�rd ���c�fi�a#rar�s for Roadvuay Niark�rs {8+�1#�ns} shall �pply.
l�re �on#ractor sk�all �nst�al skan�art! roadwa}r �rrarke�s a�cor�i�r� to city s��cific�#�ons �s shav++�
on plan sho�# or as ciir�ct�c� #�y t�� �r�gii���r. P���se r��e� #o "1�c�adway f�larkers ��ecif�c�#r�ns",
�A-3� i�OT€NTIl0.L�lf P�TRpL�IJhA �ONT�IMEN�ITED IUI+4T��21►t#L �iA#�1DLIIVC � ONI�T
DA-3G L��1E}I�I�, �RAN�PORTAT�ON, �IND Dr�P��AL �F ��NTANIINATEQ ��IL - �NtIT
D�-37 �O�K RIPRAP -��OU� - F�LT�R FA�RI� - Ol�JIET
DA-3s ��IVCR�T� PIP� FMl`T�I��� AN� �PE��AL�
�3r��lers s�r�l� �ub�it �k�e followir�� for 1.�30� pr�-s�r�s�� �or�cr�#e cy�in��r pip� to �� in�t�lte� on
this pr����t:
�, A co�-r7pl�#� 1is� of ��tings a�d sp�cials upon w#�rich th� I�r�p surn �s �id.
oar3o���� I�ISC�� 1
���� �� � ������orv�� ����N�� co����r�o�us —
�, P�ovir�� a�nit �ri�� �r�dicalinc� th� cost far furr�i�h�r�� and irrst�ll�ng ���h of ti�e v�ribu� it�rr�� of
fattin�� and sp�cials.
Ti�e I�rr�p su�rr as L�ici in th� Prv�os�� sh�kl be �a}�me�t. in full for all fi�#ings and speci�ls r��ces�a��
#�r th� �onskruct�on af the pro�ect as �es�gn�d_ P��rrrr�r�t Eor rl�� �nsfa�i����n �t th� p�}�e �tlings,.
specials, and fandor�� I�:rrr�lhs shall be ir�cl��ded. �ha�ld Eh� En�i��eer a�ptave a�ry chr�r7g�s �� ll��
filfir��s. ���:c���� �r randam pipe ler�g#i�s kist�d �� �ustify��7g t�� ��at�nt bid in the P��pasal, the
�ric� suk�n3itt�d wikF7 t.h� l�ropo�al sh�ll b� used to d�#ermEne the irrcr��s� or decreas� �r7 Il�e �+�I��
�� kh� fump s�r�l oi ihe Pro��sal, �ntl ll�e ���t�act�r si��ll be �and or� lhe hasis �f l�ris �dtust��
vaku� unt��e lhak l�id +tem,
���ro�r A��-'� �
D-9c} Addi#io�r�l ln��r�3�c i�cqu�remc���s
L]Y�] In���ease ar f�e�:r���e i�r Qt�����ities
C���? Pavir�� Eis E'�rkin�; Arca
i�-93 �o�u�e�liorY « �x�slii�g �irtictures
�.1
�
Acltlrndum �!o_ 3
��9(} hcliCiti�,os�l l�rsur�r�rc f��quirer�cnts:
�, Th� C�'i[�, i�� ��-�ic�rs, �Tit����}�'��4 €#11LI ��1•►�a��ts sh�ll k�e �n�ic>a�s��l ��� ,,�3 :��i���ic,���J
�nsur�.d oti �ontrac�ar's insurat�c�: polici�:s e�c�;�Ltn� ���7��l�yer's Ii�L3ilit}� i��sur�n�:e
�.o��r�¢e ut�ii�� (���iitr�c���r's wc������' c���penszst���n i���L�r:����:e ��+licy�.
b, t:c:rtif��ca�cs at' i�su��at}ce st�al� b� dckiv�:r�d l�� 1���: C:�t}r of Fa3�t �'nrRf�, con�r{�ct
admini��ra���r irt the; res�,�c�i�re ci��nrinxer�� r�� �j��;cifi�.�cl i�t klte bicE ilo�ume��s, l�f�(}
'�`hruckmortan �ieeet, �'�rt 1�Voifi.l7, T� 7G1U�, }�r��r to c�mmence�nenl oi`worlt csn ll��
caitilr�clexj �rcx.�ecl.
c. Any FaiEu�� v� part oF �11� Cll}� l0 I'�i�li�5t CL'[�41iC�{1 3C34Li�i4[7G�' �ic}c:��n�:r�taii��z �l�i�ll
not constitttt� a wa�ver of thc ir�surajic� ��eqtiirenicn#s specifi�d Y��rein.
d. E�ac� i�surance polic� si�a�l �� �n�i���s�c� �o prt��rrci� �l�c �.ity �l I17117111111Ti1 thii#v
d��s r��tice {�F c�N�c��lati��n, i��e�,ren�w��l, :�n�i�c�r maEeri�►1 c��as��� �n p��ticy tcrtr�s o�
c:a�rei'���, A ter� rJa�s nc}tice �a�a] i be asce��al�le i� ihe �,�er�l �i' ��n�ti4�,�yme�Yt c�t pr�rYi�tu7Y.
�, I�suTer� in��t b� �►u�F�c,rized to cio b���iiti�ss in �he State �x�' T�x�s �n�i ituvc a
cturr�rii A.f�t. �e�t ra�in�; of A: �li or equi+.�al�i�t mez�s�are sxf lir�anci�i �������;�il �,r��
salvc�cy.
F. I�Ct�L1C11�11C I1i711#S, �r sel�-�uti�l�d r��entioi� lir�-rit�, on each pvltcy n�ust z��t exceed
���,OC}f}.i�{J per ncc�titrrc�ice ����Icss c�t��erwisc a��1tiro��cr� bp• ihe �i�y-
�;. (��h�:r tl�tu� �vorf�cr'� co�peris�t���n it�4r��c�ttce, irY �i�u oFtradilir�rr�l ir}s���anc�, C'ily�
rrYa� co��sider al�crj�ative covera�e or risk lr�atn�ent i�tcasur�� thro��l� i�s��rar�ce por�l� ��r
ri��C �ei�r�tion �roxips. 'C"ttic CSty r��t�s# �pp�ov� i� writing �y �ItciY�aiive cove�a�e.
h. V�c�rJc�r�` c:t�t�Yp�nsa�iu�� i��t�r���:e �,c�licy(s) cov�rin� e�7�plo�e�:s ��rtiplr�ye� ts�� the
pru�cct sh��l Ix� �ncl�r��rl witF� a waiver ��f subroga�iun providiu� ri��i�s ��` rec�vcry in
fav�r of khe �i �y.
�. �'i��+ s��il ��ot �e res�onsib�e f�r t�e rlirec� payment of` ir����ranc� ��-emiiu,� cx����
fc�r �ot�ira�:lor's ins�ra�ice.
,j. ��o��xuc�c�r`s ir�sur���ce ��c>licae� sha11 ��ch F�e endorsccl tc� �rc�vid� t113t sttch
ittsurar�ce is p�i.mary pro�ec#ivn ar�d any �eIF-i'�ndetl c�r com�ncrc��l ccr�r��-��� maintain�:�i
k�}� �.ii}� slYall iiot be c�l�d �po�7 �o cont��ibt�ee tc� lr��s recov�ry,
k. �€t �he c�uese ofit��� �ro�ect, ��azRra�l'o� s��a�f ��o�t, irr � timely ���arin�E�, tc� [:ity`�
o1'ti�iail}� d�sig�y�ted contract admiisistrat��• any E�owr� los� oc:curreixce w�iich cc�t��c� �;zve
�•ise tc� a�i�h�lil� cl��i�ti� c�r lav�suit or wt}icE� cc�uld result ir� a prorx:rty �t�ss.
I. C:ontra�t�+r's l�ability s�a�l rYc,C l�e 13��iYetl tt� lhe spec3fiecl amo��n�� of
in�t�r�,nc� ret�uired licrein.
11�G. ,'�Sii�C314�11fC1 �L1, �
��, U�o� ihe eeq�aesd o�' �Ai}�. �o�rir�ctor s�r�ll �rs��ic�e �:on��let�. cc��ies 4�l' �311
insti�ratY�e policics ret���red b�+ tlicsc c�r�t3�act d�cujn�t�ts.
�}-!� �ncret�sed u�• ��c�re�secl ���is�,�ti�ies;
Part �: - {�cn�:raa �'ondi�i���s, ��cEr���ti C'-}_� ��(]r'E �1F �'��T�E�, �'a�e � �-� ��}, r�:vise
�ara�ra�}� �4,�.3 41�1CI�,EAS�� �!� DECRC�I�f�D QUA�1'E'1Tr�s r.� r��a �� i�3ii�k��;
������,; f?�f��'�2F:.4SF,D (�R T�F{='T�F�►Sk:� �i1A;�1Ti�IF�: Ti�� �w«�r �e��r�es ��,r� ri�hi
lo aCter [�re q�anlities oF �1�� 4�f���1< ko E�e �,�rFot�inecl c�r �u �xl�ncl �r slzort�r� �k�e
itn�rove�ne�ts at any ti�r�e v������Y at�r� �s found �o b� ���ce�s�ry, anck �h� Contrt�xc�nr sh�tll
t��.�•�i����t� �IY� �uc�rlc as ��It�red, increasc�i ur �lecreas�il �[ li7c Ki��i# �ric�s as cs�ablisl�eci ii� kl��
C�1T1L�r.7C:� C��S=lEiilL:CiI4_ �{} d��{�WilI7C;C: V�f1II �f.' fT1cXC�� FU� iiTl� C��lc�3-k�{ts �n �t�tti�:�p�rt�d pi�ati#s
r�c�r shal] suc� c:ha��x�s !x� c��i�sicie�e� �� w�ivit�g �}r ir��r�ltd;��irt�; �ny c����iit�qr�s or
pr�v�s�ons o#'tl3e �onii'aci �o���ments.
�€�r�r�ti��s in c�tiai�ti#ies o�'sanitary scwe� ��pcs ia� depth categori�s �f7a!! ��. int���re:tec�
licrcir� as ��p��ii�� ta ��e �vera�l ��ianiiti�s ofs�itary �cwer pipe in e�ci� pi�e �i�e l�ut riot
trr t�te va�ious c�c��� categori�s,
U�S�� P�vernent iiep�ir ir� Yarki��.Ar��t;
Thti� �nit �ricc l�td ut�dcr a���rapri��� f�jll 1�1"L�1{�) oftC�� �r�posal s��a�l �over a31 ca�l f�r
�rnvidin� �av�r���nt re�aair eq��l #o or s�rperior itti co�n�osit��xi, ihic�;ness, etc,, t� exi�li�ig
�av��ner�i_ �11 rc���ireil �t�vin� c��ts sl��l! �c tr�a�lc witlY ��uncrete s��v in a t�u� a�rcl
�����gh� Eir�c on bott� s�des o#' the [ren�h, a r�-►in�m�m of twclve �� 2) inc�es ou#side the
�rcnch w�sti��. T��c �renctti sh��� L�c i�aclLC`i���:d a�i�! tk�e top iiinc (9) i�tc���s s��all be fill�ci
wi�h crushc�l lin,�sl��r�� basc r����cria�, ccrm���t�[� �d i�vc� with �hc �it�isl��d �dj�ce�lt
�ur�'ace, Thi� linishecl �r�cie ����I[ he �nai���ai��ed ir� a s�rviee�ble c���c��#ioji ui�lil �l�e
pAving has b��n r�pl�cecl,
U-�3 �oEuiecfion to Cxis��r�� �ta•iRc#w��•es;
Ail �c�ruYe�tions bc�rivccn pro��sed and exis�3n� facilili��r shal� car�sis� oFa u+alei�lt����
��al. C:ortcr�te usecf i�t t�ie coiu�ection sli�l l bc C:l�ss A��000 psi� c:oncretc a�d ineet th�
reqtkir�R�e�ts �#` ��clicm F: ]-�+J at7� ��-�?U c� F�3�: Caer��ra� �oii�r�ct Docu�nen#s. Prior t�
conc�et� pl�ce�e�l, ��,a��Cet, R��1-i��:k �r ap�rc�'�cci �qE�a� sh�l l be i��sta�l�d aro�rr�d
pcnetrati�� pi�c,
Pa��rner�t fvr ��ac� urark a� c�r�r�e��it�g to �xis�it�g fa�iliti�s i��clLrcEit�� a�l labor, t�ols,
cqui�+inent, ar�r� x�7�l�rirt�l nece����y t�� �.c>��z��e�� [1�e woxk �l�ull F�c ���cluil�i� irY tl��: lin�ar
�c��>� �rice cxF`�h�: �ppra�riatc �ipe BlD I`fEI�.
�-� Ad�EendGwon�ln, 3
S�GTfQN �100 � MATERIA� SP�CIFIC�TIONS
MA�'ERIA� STANDARD E 100
JANUARY 1, 1978 (ADQED 5113190) .
WAY��t D�PA{�TMiFNT
A�I materials, canstruction methods and proce�ures used in this project shall conform ta
Sectior�s E1, �2, and E2A of #he �ort Warth Water Depa�tment Gen�rai Cantract
Dacumen#s and Ger�eral Specifications, tog�th�r with any additional materiai
specification(s), constructian(s) or later revision(s). (See revisions listed on this sheet).
5�ctions E1, E2 and E2A a# th� Fort Worth Water Department Ge�eral Coniract
Documents and General Specifications are hereby made a part of this contract
document by reference for all pur�oses, the same as if copies ve�batim hereir�, and such
Sec#ions are filec� and ke�t in tF�e office of the City Secretary of the Ciiy of Fort Worth as
ar� afficia! r�card of the City of Fort Worth.
IND�K
E1 AAATERiAL SP�CI�ICA710NS
�2 CONS�'F�UGiION SP�CI�ICATIONS
E3 GENERA� D�SIGN DETAILS
Revisions as ofApril 20, 198'l, follow:
�1-2.4 Backfill: (Correct minimum compaction requirement to 95% �'roctor density and
correct �.I. vaiues as follows:}
a. Rdditianal backfill requirements when approved far use in streets:
1. iype B Bacl�iil
(aj Maximum plastic index (P!) shall be �
2. Type C Backfi[I .
(a) Materia� m�eting requirements and having a F'I of � or fess
shall be considered as s�itable for compaction by jetting
(b) Material m�eting req�irem�nt and having a PI of 9 ar more
s�all be considerecl for use or�ly with mechanical
compaction
E�-2.11Trench Backfill: (Carrect minimum compaction requirement whenever it appears
in this section to 9�% Proctar cier�sity exc�pt for paragraph a.1. where th� "95%
modified Procter density" shall remain unchanged).
�
S�C�fON E900 - MATERIAL SPECIFICATIONS
MATERIAL STANDARD � 100-4 .
JANUARY �, 4978 (ADDED 5I13190) '
E400-4 WATERTIGH7 MANHOLE IPISERTS
E10(}-4.1 GENERAL: This s#anclard covers the furnishing and installation nf watertig�t
gask�ted manhole inserts in #he Fort Wotth saniiary sewer coilection system.
E100-4.2 MATERIALS AND DE51GN:
a. TF�e manhale insert shall be� of corrosion-proof high density polyethyiene
that meets or exceeds the requirements of ASTM D1248, Category 5,
Type III.
b. The minimum thic�ness of the manhole insert sFtafl be 1!8".
c. The manhole insert shall have a gas�et that pravides positive seal in wet
or dry conditians. The gasket shalf be made of cfased cell r�eoprene
rubber and meet the requirement of ASTM D1056, or equal.
d. The manhole insert s�all have a strap for removing the insert. The strap
shali be made minimum 1" wide wove� polypropyfene or �yfon webbing,
with the ends treated to prevent unraveling. Stainless steel hardware
s#�all be used #o secureiy attac� strap to the insert.
e. The manhole frame shall b� have one or more vent hales or valves ta
release gasses and allaw water inffow ai a rate no greater than 10 gallons
per 24 hours,
C�100-�4.3 I NSTA�LATION:
a. The manhflle frarne shall �e.c�eaned of all dirt and �ebris before placing
the manhole insert on t�e rim.
b. The manhofe ir�sert shall be fully seated around the manhole frame rim to
retard water fram seeping between tf�� cover and the manhole frame rim.
Fa
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(To be printed on Contractor's Z.�iterhead)
Date:
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THIS IS TU II�FORI� '4'OU THAT UIlIDER �, CDI�TRACT �VITH THE
CXT'�'' OF F4RT �VORTH, DUR CQll�PA1�TY `4�IL�, � REPLACE
�t�TER �1�1D/'OR SEi�ER L�l`iES � R�COI�STRUCT THE STREE"I5
011� �R �iR�U1�D YOUR PROPERTY.
COI��TRXJCTI41� VF►�ILL BEGIlii AFPRO�I1vI�iTELY �EVE1W DA�.'S
FROIVY THE DATE OF THIS IdTUTICE.
IF �'OU H.��IE QUESTIO1�dS �BOUT ACCESS, SECiJRYTY, S�iFET"'4�
UR .Ali�'�►' OTI�ER I��UE, F�EA�E CALL:
l�x. �CONTRA.CTOR'S SU�'ERIl�TE1VDENT� �,T �'TELEP�IONE NO.>
�.
�IP. �CITY INSPECTUR� t�T �TELEPHOI�IE l�Q.>
AFTER 4:30 Pll�i �R �l�i i�J�E�E�1D�, �L�A�E CALL �71�79�'0
DOE No: �
PRUJECT IiIAME:
Ii�IAPSCO LOCATI�Ir1: �XXE�
LIMITS OF COI�IST.: �A�pha 5t. between Beta Street and Gamrna Ln.)
Estimated Duration of Construction an your Street :�XX� days
P�EASE 1�EEP 7'HIS �LY�R H�4.�DY bI'�YE1� YDU CALL.
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' 1. �Ip S��U�tT1f: Cashier's check or an acceptable bid�er's band payabie to the City o#
�-= Fort Worth, in ar� amount af r�ot less than five perce�t {5%) of the tatal of t}�e bid
�, submitted musf accompany the bid, and is subject ta forteit in the event the succ�ssful
� bidder fails to execute the Cantract Documents witf�in ten (10) days after the contract
�' has been awarded.
Ta be an acce�table surety an the bon�, (1) the name af the surety sF�all be included on
tt�� currenk U.S. Treasury, ar (2} the surety must have capital and s�rplus equal to ten
(1fl} times the limit afi the bond. The surety must be licensed to do business in the State
of 7exas. The amount of the bond shall nat exceed the amouni shown on the treasury
�� list or one-tani[� (111Q) of the total capital ar�d surpl�s.
�' 2. P�YR��Ni ��ND AN� P���@RAIiA�l�:� �OR![�: "fh� successful bidder en#erin into a
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�� contract for the work wilf be required ta �ive the City surety in a s�m equal to the amt��nt
�� of the contract awarded. ln this cannec#ion, the successfui bidder shall be re�uired to
' furnish a performance bond, as weil as a p�yment bond, both in a sum equal to the
. amount of the contract awarded. The form of the bond sha�l be as hereir� provided and
the sureiy shall be acceptabEe tv the Cify. All ban�s furnished hereunder shall meet the
requirements of Ariicfe 51 fi0 af tF�e Rev9sed Civi1 Statutes of Texas, as amend�d.
In order far a surety to be accepta�le to th� City, (1} the name af th� s�rety shall be
��� included on the current U. S. Treasury List of Acceptabie Sureti�s (Circular �70), or (2)
tt�e surety must be licensed to do business it� the State of Texas. Th� amount of the
r�� bond shall not �xceed the amount shown on t[�e Treasury List or one-tenth (1110} of the
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�� total capital and surplus. If reinsurance is required, the company writing khe reinsurance
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must be a�thorized, accr�dited, or trusted to do bUsiness in Texas.
No sureties wili be ace�pted by the City which are at the time in defauft �r delinquent on
any bands or which are interested in any litigation against the City. 5hould any surety on
the contract be determined unsatisfactory at any iime by the City, natice wip be giv�n to
the Contractor ko that effect and the Contractor shall immediately provide a r��w surety
satisfactory ta the City. �
� If the contract amount is in excess af $Z5,000, a Payment Band shall be ex�c�ted, in the
amaunt of the cantract, solely for th� protection of ali claimants suppiying labor and
. i rnaterials in the prosecutian of tne work.
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If fY�e contract is in excess of $1D0,000, a P�rformance Bond st�all be executed, in th�
; amount of the contract conditioned an the faithful p�rformanc� of the work in accardance
; w�itt� th� Plans, Specifications, anci Cantraci Doc�ments. Said bond shail salely �e for
the prateciian of the City af Fort Warth.
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12, PAv1V��RlT: The Contrac�or will receive full payment (minus 5% retainage) from the City
for al! wor�c far each pay period. Payment of the remaining amount sh�lf be made with
the final payment, ar�d upon acceptance of ihe project.
13. �.�D�fd9�4: Bidders are responsihle for obtaining afl addenda to #he Cantract
aacuments prior to the bRd receipt �ime and acknowledging them at t�e time of bid
receipt. Infarmation regard�ng the status of addenda may be obtained by contac#ing ihe
Department of Engineering Gonstruction Division at (817) 871-791 Q. Bids tF�a# do not
acknowledge alf applicable addenda may be rejected as non-respansive.
14. C�CdTI�C�O� C�EiflP�le4iVC� F,�idlT�t lNO�f4�FZ'� C�flAP�WSAiEON L�l�1:
A. `IVorkers Compensation fns�rance Coverage:
1, �2�IflI#lORS.
Certifcate of Coverage ("certifcate"). A copy of a certificate of insurance,
a certificate of authariiy to selt-insure issued by the commission, or a
coverage agreement {TWCC-81, TWCG82, 7VIJGC-83 oT TWCC-84),
showing statutory worker's compensation insurance coverage for the
• person's or entity's employees praviding services or� a proj�ct, for the
duration of the project.
Duration af th� project includes the tim� from fh� beginning of the work on
tt�e project unti! the Contractor's / person's wvrk on the �roject �as been
completed and accepted by the governm�ntal enti#y.
Persons providing services on the �raject �"subcantractor" in §406.098}
includes all persons or en#ities perForming ail or part of the services the
Contractor has undertaken to pertorm on the project, regardl�ss of
whether that p�rson contracted �irectly wit� th� Con#rac#or and
regardfess af whe#h�r that person has employees. This includes, without
iimitation, independeni contractors, subcantractors, leasing companies,
motor carriers, owner-aperators, emplayees of any such entity, Qr
employees af any entity wnich fur�ishes persons fo provide services an
the �raject. "Services" include, without limitatian, providing, hauling, or
delivering equipment pr materials, or �roviding labor, transpar�ativn, ar
other services related ta a praject. "5enrices" daes not include activities
�nrelated to the praject, such as food/beverage vendors, o�ice supply
delEveries, and delivery of portable toilets.
2. The Cflntractor shall pro�ide coverage, based an proper repor�ing of
classificatfan codes and payrall amounts and filing vf any coverage
agreem�nts, which meets the statutory requirements of Texas Labor
God�, Section 401.011(44) ar all emplayees of the Contractor providing
s�rvices or� the pra�ect, for the duratio� of fhe �roject.
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SP�GIdL INS��U�iIOWS T'O �1D��R�
(i1PVV D���►R�'11�FNT)
3. ihe Contractor musi provide a certificate of coverage to th� governmer�ta!
,�r entity prior to being awarded the cantract.
4. lf the coverage period shawn on the Cantractar's current Certificate of
�, Coverage ends du�ing the du�ration af the project, th� Contractor mUst,
priar to the end of the coverage period, file a new Certificate of Coverage
with the gavemmental entity showing that coverage has been extended.
5, The Co�tractar shall obtain from each p�rson prov�ding services an a
prflject, and pravide to the govemmental entity:
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a. A Certificate af Coverage, priar to that perspn beginning work on
the praject, so the governmental entity wili have on file Certifieates
of Coverage showing coverage for afl persons pravidir�g services
on the project, and;
_,_ b. Na later than seven (7) days after receipt by tfie Contractor, a new
; Certificate o# Coverage showing extension of ca�e�age, if the
. coverage period show� on the current Certificate of Caverage
ends during the duratian of the project.
-, 6. The Contractor s�a[I r�tain a1l required Certificates af Coverag� for the
duration of th� project and for one year thereafter.
':.� 7. The Contrac#or shall natify the go�ernmental entity in writing by certified
mail or persona! deli�ery, within ten (10} days after ihe Cont�actor knew or
�' � should have knawn, of any cF�ange that materially affects the provi�ion of
:; coverage af any persan pro�iding services o� the project.
8. The Contrac�ar shall post on each �roject site a notice, in the text, form,
and manner prescr�bed by t�� Texas Worker's Gampensation
Cammission�, infarming all persons providing services on the project t�at
tf�ey are required to he covered, and stating haw a person may ve�ify
coverage and repart lack of caverage.
9. ihe Contractor sf�all contractually require eact� person with whom it
ca�tracts to provi�e services on a project, ta;
� a. F'rovide caverage, based on proper �eporking or� classificatian
codes and payrall amounts and filing of any coverage agreements,
� which meets the statutary requirements �` Texas Labar Code,
- 5ectian 401.011(�4) for aH of its employees providing services on
the project, for the duration o# the project;
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����1�1L IIVSi�UCTIOA�� i0 �IDD�RS
{i1P1�V D�PI�Ri�Vi�N�)
b. Provide to the Contractor, prior to that psrson begin�ing work on
f'' the praject, a Certificate af Coverage showing t�at coverage is
;,, being �rovidEd far al! employees af the �erson providing services
on the project, for the duration of the project;
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c. Provide the Co�tractar, prior to the end of the coverage period, a
r�ew Certifcate of Coverage shawing extensian of coverage, if th�
coverage period shown on the curreni Certificate af Coverage
ends during the duration of the project;
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d. Obtain �rom each ather persan wiih whom it contracts, and provi�e
to the Coniractor:
�) a Certifcate of Coverage, prior to the atl�er person
begir�nin� work on the project; and
2) a new Certificafe of Coverage showing extension of
coverage, prior to the end af the coverage period, if the
caverage �eriod shown on tha c�rrent Certificate of
Coverage ends d�ring the duration of the projec#;
e. Retain afl required Ce�i�ficates of Coverage on file �ar the duration
of #t�e project and for one year thereafter.
Notify tf�e g�vernmen#a! entity in writing by ce�tified mall or
personal delEvery, wiihin ten (� d) days after the person knew or
shouEd have knawn, of any change t�at materially affects the
pravisian of coverage of any person providing services on the
project; and
g. Conkractually reqUiTe each person with whom it contrac#s, to
perfarm as required by paragraphs (1) -(7}, with the Certifcates of
Coverage to be provided to the person for wham they are
providing senrices.
�0, By signing this Cantract or providing or causi�g to �e provided a
Certificate of Coverage, the Contractar is representing to the
govemmental entity that al! emp4oyees of the Contractor who will provide
services on the proj�ct will be covered by worEter's compensation
coverage for the duration of the project, that tF�e co�erage will be based
oR proPer reporting of cfassification codes and payroll amounts, and that
al� agreements will be fied with the a�propriate insurance carrier, or in the
case of a self-fnsured, with the commission's Division of Self-Insurance
Regulatinn. Providing false or mEsleading infarmatiQn may subject the
Contractar ta administraiive, criminal, civil penalties, or other civiE actions,
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SP�CIA� IR��YRUC���I�� i0 �I���RS
(TlP�II ���AI�iM�Pli�
11. The Contraci�r's failure ta camply with any of these �ravisians is a breach
�`�' of contract by the Cantractor which entitles �f�e governmental entity ta
rJ [.; decEare the contract void if t�e Contractar does not remedy the breach
wiihin ten {� 0) days after receip# of notice of breach firom �he
� governmenta! entity.
B. The Contractor sF�all post a notice on eaci� project site infarming all �ersons
praviding services an the project that they are required to be covered, and stating
r how a person may verify current coverage and repori failura to pro�ide coverage.
This notice daes not sat�sfy other pasfing requirements imp�sed by the Texas
� Woricer's Campensation Act or other Texas Warker's Camp�nsatian Commission
rules. This notice must be printed with a title in at ieast 30 point bofd type and
text in at least 19 paint nnrmai fype, and shall be in both English and Span+sh and
�.� any otl�er language comman to the worker population, Th� text for the notices
shafl be the fofiawing text, witf�out any additional words ar ehanges:
"REC��IRED W�7RKER'S COMPENSATION COVERAGE"
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"The law requires that each parson working or� this site or providing
services related to ihis canstruction project must be cavered by worker's
compensation insurance. Thfs incfudes persons providing, hau[ing, ar
delivering equipment or materiafs, or providing labor or trans�ortatinn or
other service related to ths projectT regardless of the identity of their
employer or status as a� employer."
� "Call t�e Texas Worker's Campensatian Commission at (512} 440-3789
�r' to rec�ive information on the legal requirements for coverage, #a verify
� whether ya�r employer has pro�ided the required coverage, or to report
an em�layer's failure to pravide coverage."
� 15. I�OP1dDISC�fMfl�AilOfd: The Cantractor shall not discriminat� against any person a�
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�ersons because af sex, race, religion, color, or national origin and shall compfy with the
�� provisions af City Ordinance No. 7278, as amended hy City Ordinar�ce No. 74a0 (Fort
(, Worth City Cade 5ections 13A-21 through 13A-29), prohibiting discrimination in
employment practices.
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16. A�� �ISCRE�II��°►TIOf�: In accardance with th� poficy {"Palicy") of t�e Execu�ive �ranch
of the Federal Govemment, Contractor co�enants that neit��r it nor any of its �fficers,
members, agents, or employees, will engage in pertarming ihis cantrac#, shall, in
connectian with the em�loymeni, advancement, or discharge of em�loyees or in
connection with the terms, conditions, ar pri�iieges of their emplayment, discriminate
against persons because of their age except on #he basis of a bona fide occupationaj
qualification, retirement �lan, or statutory requi�ement.
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Coniractor further cov�rtants that neither i# nar its officers, members, agents, or
"' employees, or pe�sons acting an th�ir behalf, shall specify, in solicitations or
:� advertisements for emplayees ta work on this Contract, a maximum age limit for such
emplayment unless the specifed maximum age limit is 6ased upan a bona fide
�-� occUpatianal q�alifcation, retirement plar�, or statutory requirernent.
Contractor warrants it will fully com�ly with the Paficy and wiil defend, ind�mr�ity, and
hoid City t�armless against any and afl claims or alEegations asserted by third parti�s
against City arising aut of Contractor's a�leged failure #o comply with the above
referenced Policy concerning age discrimination in the p�rformance of this Contract.
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{ 17. DfSCRIlV11fP�AiION �U� �O DISA�I�[TY: In accordance with the provisians of the
"� Americans with Disa�Ni#ies Act of 1990 ("ADA"j, Contractor warrants that it wiil �ot
,, unlawfully discriminaie an the basis of disability in the provision of services to #he general
'. ; public, r�or in the availability, terms, andlor canditians of employmer�t for applicants far
�' employment with, or curre�t �mployees of Cantractor. Gontractor warrants it will fully
compfy with ADA's provisions and any ather applicable federal, state and local laws
cQncerning disability and will defend, indemnify and hol� City harmless against any
cfaims ar allegations asserted 6y ihird parties against City arising out of Contracfor's
alieged fail�are to comply with the abo�e-referer�ced iaws concerning disability
discrimination in the performance of this Cantract.
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Revised March 15, 1996
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�� CYTY OF FORT W�RTH, �EXAS
TRANSPORTATTON Ai�TD PUBLIC WORKS DEPARTMENT
SPECIAL PROVTSZONS
FOR: PAVZNG IM�'ROVEMENTS
UNIT 1: SOUTHSIDE II (52-6) CONTRACT 3 PAVING �MPROVEMENTS
(R�HABYLITATION}
UNTT 2: 3�998 CAPTTAL IMPROVEMENTS PROJECT-CQNTRACT 23
W. FOGG S`� ( 5� TO HEMPHZLL )
UN�T 3: 1998 CAPITAL IMPROVEMENTS PROJECT-CONTR.ACT 30
GAMBRELL ST �MCCART TO FRAZIER)
1 . SC�PE OF WORF� :
UNIT l: �This project cansist� o� the 8'" pul.ve�'ization w/ 3"
HMAC surface course af approximately 35,2�3 square yards of
exi��ing.asphal� pavement and.,approximately 10,150 cubic yards
o� unclassified straet excava�ion and other typical i�ems
re�ated thereto such as curbs, valley gu��ers, wheel.chaix-
ramps, szdewal.ks and drive�rrays .
rTN�T 2: This p�oject consis�s of �he installation of
approximately 2,600 linear feet of 28' wid�h xeinforced
concr��e pav�ng and approximately 2,700 cubi.c yards of
unc�.assified street excavation and other typical items rela�ed
thereto such as curbs, sidewalks and driveways.
UN�T 3: This project consists �f the ins�alla�ion at
appxoximately 2,471 square yards o� 5" HMAC paving or 2,700
square yards of 6" rein�orced concrete pava.ng (to be
aZ�ernately bid} and approximately 2,265 cubic yards of
unclassi�ied stree� excavation and other typical items rela�ed
thereto �ueh as eurbs, sidewalks and dri�sreways.
2. PROJECT LOCATION:
UNIT l: The projc�ct is located in the sQuth central area of
�he City of Fori Worth and is bounded by Berry St. on the
Nor�h, I35W on the Eas�, I-20 on �he South and Granbury Rd.
to the Wast.
UNIT 2: Th� projec� is located in �he south central area of
, the City of Fort Worth and is bounded by Berry 5t. on the
North, I35W on the Eas�, Seminary Dr. to the South arid
G�anbury Rd. ta the Wes�.
UNIT 3: The project is located in the south centxal axea o�
the Ci.ty of Fort Waxth and is baunded by Berry St. on the
Narth, z35W on the East, I20 to the Sou�.h and Granbu�y Rd.
to the West.
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3. GOV�RNING SP�CIFICAT�4NS: "S�andard Speci�ica�ions for
Con•str�ctian - City of Fort Wor�h, Texas" wi�1 govern this
proj�ct, except as modified by �hese Specia� Pxa�isions. S�me
items, whexe specitically re�erenced in th� "Special
Provzsions�� are governed by the "Texas State Depa�tment, of
Highurays and Public Transporta�ion - 1982 Specifications for
Construction of Highways, Stree�s and Bridges." A copy of �he
Standard 5pecifica�ion� may be purChased from �he
Transpor�ation and P�blic Works Departm�nt, i000 Thrackmorton
Street, Municipal Building, Fort Wor�h, Texas 75102. Also
gove�ning project constructian are "S�andard Specifi�a�ions
for Public Warks Constxuct�on - NCTCOG" and "The Fort �arth
Water Dept. General Contzact Doc�tments and Specifications."
4. WAGE RATES: The labor classi�i.cations and minimum wage rates
s�t farth herein have been predetexmined by the Ca.ty Council
of �he Cit�r of Fort Wor�h, Texas, in a.ccordance with sta.tutory
requiremen�s, as being tihe prevailing classification.s and
rates that shal.l govern on all work per�ormed by the
Contractax or any sub-conCrac�or on the s�.te o� the Project
covered by these Contract Documents. In no evezi� sha1�. less
�han the following rates af wages be paid. �Attached a� the
end of this sec�.ion) .
5. PRF-gUALIFICAT20N3: Any contractor perfo�ming any wark on
Fort Worth watex or sana.�ary sewer �acilitie� mus� be pre-
q�alified with the Wat�r Departmer�.t �o perforrn such work in
accordance wz�h pracedures described in the current �'ort Wor�h
Wa�er Department Gene�al Specifications, which genexal
specifi.cations shall govern pex�o�mance nf al1 such work.
&. SURVEYS AND LAYOUTS: Construction stakes will be set by �he
Ci�y in accordance with the provisions of It�ems 5.8 0� �he
General Provisions.
7. zNSPECT�ON: �nspecta.az� a� the proposed construction by the
City o� �'ort Worth T7epartr�ent o� Engineari;�g.
8. EXAMINATYQN OF SrTE: Tt shall be the responsibi�.i�y of the
prospective badder to visit the p�'ojec� site azxd make such
ex�minations and explora�ions as rnay be necessary to determine
all condi�ians which may affect construction of �his project.
Par�icu.lar at�en�ion should be given to methods of prova.ding
ingress and egress ta adjac�n� private and public pro�ertie�,
proc�dures �or pro�ec�ing existing improvements and
disposition o� al� materials to be removed. Proper
consideratian should be giv�n ta these detai�s dur�.ng �he
preparation o� the Pro��nsal and a�� unusuG� canditions which
may give rise �o �at�r con�ingencies �houid be braught to the
�.ya►a
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att�ntion of the Owner prior ta �h� submission af �he
Pr�pasal :' �
During the constzuction of thas projec�, i� is requa.red tha�
all parkways be excavated and shaped at �he same time �he
roadway is excavated. Exc�s� excav'ation will be di�posed o�
at laca�zor�s approved by the Engineer.
Durin.g the construction of this pacaje�t, the Cnn�ractor shall
compl.y with present �oning rAquirements of tih� Ci�y of Fort
Warth in the use of vacant p�operty far storag� purposes.
9. SANZTARY FACZLITIES FOR WORKMEN: The cont�actar sha11 pravide
all necessary sanitary conver,iences for the us� o� wor�Cmen at
�he projecr site. Specific attention is direCted �o this
requirement.
10. PRECONSTRUCTION CONFERENCE: The successful Con�ractox,
Engineer, and Owner shall meet at the call of th� Owner �or a
precanstruc�ion conterence before any of the wark be�ins on
thi� ; project. At this time, detail� of sequenca.ng of the
work, contact a.ndividuals f�r each par�y, request for survey,
and pay requests will be cavered. Priar to the meeting, the
Contrac�ar shall prepare schedu�.es showing the s�quencing and
progress of their work and its eff�c� an others. A�inal
composite schedul.e will be pr�pared during this cQnference to
a11.aw an oardexly sequence of praject construction.
11. TEMPORARY EROSZON, SEDIMENT, AND WATER P4LLirT�ON CONTROL:
a.DESCRZPT�ON: This item shall consist of temporary soil
erosion sediment and water polluti��i con�rol. measures
d�emed necessary by the �ngineer far �he du�ation of �he
contraet. These control measures shal.�. at no time be
used as a subs�i�u�e �or the pez�manent control measures
unless otherwise directed by the Engineer and they shal�
not include measu�es taken by the CONTRACTOR to contral
conditions created by his constru.Ction opera�ions. The
temporary measures shail inclu.de dikes dams, beams,
sedimen� basins, fiber rnats, jute netting, temporary
se�eding, straw mulch, asphalt mulch, plastiC liner�,
rubble linears, bal�d-hay re�ards, dikes, slope drains,
and other devices.
� b. CONSTRUGT�ON REgUIREMENTS: The Engineer has the
.. authori�y to defzne erodible ear�h ar�d the authority to
li.mit the su�tace area af erodib�e-�ar�h materia�. exposed
� by p�eparing right-of-way, clearing and grubbing, �he
sur£ace area of e�odible-earth ma�erial exposed by
excavatian, borrow and to direct �he CONTRACTOR ta
, p�ovide �empora�y po1.l.uta.onWcantrol measures to prevent
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-. contamination oi adjacent ��r�ams, other water courses;
lakes, ponds or othe� areas af wate� impoundment. Such
work may �nvolve the construet�on af �emporary beams,
dikes dams, sediment basi�, slope drains and use of
temporary m�lches, mats seeding or other contral devices
or methods direc�ed by the Engin��� as necessa�y to
eontrol soil erosion. Temparary pollutian-control
measures shall be used to prev�nt ar carrec� erosion that
may develop dur�ng canstru�tion prio� to installation o�
permanent po��ution-control features, b�t are not
associated with permanent cont�a� �eatures on �he
p�o7ect.
Th� Engineer wi3l limit the ar�a of preparzng r�ght of
way, c�earing and grubbing, excavatior� and bQrrow to be
proport�onal to �he CONTRA.CTOR'S capability and progress
in keeping the �inish gradzng, mulching, seeding, and
o�her such pexmanan� pol�ution-control measures current
in ac�ordance �ith �ha accepted schedu�e. Should
seasonal �onditions make such l�mita�ion� unrea�istic,
temparary soil-erosion-con�rol measures sha�� be
performed as direc�ed by the Engine�r.
C. �UBMITTALS: Prior to the star� of the applicable
cons�ruc�ion, the CONTRACTOR shall submit �or approval
his schedules for accompl.ishment of sail-erosion-control
work and his p�an �o keep �he area a£ erodible-eaxth
material ta a minimum. He shall also submi� for
accep�ance his praposed me�hod of so�l-erosion control on
roads and material souxces and his plan �or disposal o�
waste �natera.als. No work wi11 be by the �znear foot fox
curb and gutter as shown dn the proposal and wi�l. be �u11
compensa�ion fqr �he xemov-a� and disposi�-ion of the curb,
cuxb and gutter, laydowr� curb removed, and for a11 labox�,
too�s, and inciden�als neces�ary to complete �h� job.
1.2. BARRICADES AND WARNING SIGNS: Ba��icades, waxning and detoux
signs shall canform to the Standax'd Specification� "Barriers
and Warning and/ar Detoux Signs", Ttem 524, and/ox� as shown on
the plans. Construc�ion signing and bax�ricades shall con�'orm
with "�.980 Texas Manual an Unifarm Traf�ic Cantrol Devices,
Vo1 . Na. �." .
13. EXZSTING UTILITIES: The locations and dimen�ians shawn on the
plans rela�.ive �o e�cisting utili�ies are bas�d an the bes�
a.n�ormation availabl�. I� shal� iae the Cantractor's
�-esponsibiliCy �o verify locatiar�.s of adjacent and/or
conflic�ing utili�ies suf�icien�ly in. advance of construction
in order that h� may negotiate such 1ocal adjustmen.�s as are
necessary in the constructian pracess in order to provide
SP-4
adequate clearance. The Con�ractor shall �ake all necessary
precaut�o�s' in order�ta prot�ct all services encountered.
Ar�y damage to ut�lities and any lossEs
due to di��uption of service resulting
opexations sha�l be at the Contractor's
to �he ut�lity owner
from �he Cont�actar's
expense.
14. 5[TBSURFACE EXPLORATION: The maCter of subsux�ace �xplora�ion
to ascertain the nature df �he soils, including the amount of
rock, if any, thrqugh which this project is constzucted is
made the responsibility of any and al� prospective b�dders,
and any bidder on the proj�ct shall �ubmit his bid under �hat
condition., Whether prospectiv� bidders perfo�m this
subs�rf�ce exploratio� jointly or independently, and whether
they makz such determina�ions by Che use a� test holes or
other m�ans shall b� left to the discxetion of such
pr�spectiv� bidd�rs.
15. QUALimY CONTRO� T�STZNG:
a. The contractor shall �urnish, at his own expense,
certifications by a przvate laboratory for all materials,
p�oposed to be used on the praj�c�, inc�uding a mix
design for any asphaltic and/ar Portland cement concrete
to be used, and grada�ion analysis tor sand and crushed
stane to be used along with the name of �h� pi� �rom
which the mater�a� was taken. Th� con�ractor sha��
pxovide manufacturer's Certi�ications �o� ali
manufactured items tio be used in the projeet and wi�l
bear any expense rela�ed thereto.
b. Test� of the desigzz concrete mix shali be made by the
contractqr's laboratory at leas� nine days p�a.or to the
placing of concrete using �he same aggregate, cement, and
mortar which are ta be used latex a.z�. the concr�te. The
con�ractor shall provide a cext�.fa.ed capy o� �he test
resuZts �.o the City.
�
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c. Quality control. tes�ing of in-place material on this
prQj ect wi.11. be per£orrrted by ihe City at its ovan expense .
A.ny xetesting requir�d as a result of �aiJ.ure af �he
material to me��. prajec� specifications will be at thc�
expense of the cantractor and wi11 be bi�led a�
commerciaZ rates a5 determined by the ci.ty. The failure
of the city to make any tests of materia�.s sha�l in no
way relieve the contractar af its respansibility to
fu�nish mat�rials and equipment confox�ming to th�
requix�ements af tha cantract.
SP-5
�, d. Not �ess than 24 haurs notice shall be provided to the
city by the contractor for ap�rations requiring testing.
The Contxacto� shall provide access and rrench sa�ety
system (�f �equired) for �h� site to be tes��d, and any
wark effort involved is deem�d to be �ncl�ded in the uni�
price for the item being tested.
(E1) The canG�actor shall provide a copy af the trip tick��
for each load of fill material de�zvered �o the job si�e.
The ticket shal� specify the name of �he pi� supplying
the fill material.
16. TRA�'�ZC CONTROL: Ir shall be the responsibil�ty of the
Contractor to provide traffic contxa� during constriic�ion as
se� forth in the General Speeifications and in accordance with
the �ollowing additzonal require��nts:
a. The Con�ractor will not remove any �egulatory sign,
instructional sign, street name s�gn, or Qther sign which
has been erected by the City. If i� is de�erznined that a
sign must be xemaved �o permit required constructian, the
Con�rac�or sha11 cQntac� Che Tran�porta�ion & Public
Works Depar�ment, Signs and Markings Division (phone
numbex 87�-8075)� to remove �he sign. �n the case o�
regula�ory signs, �he Contractor must replace the
permanen� sign with a temporary sign meeting �he
requ�remen�s o� th� referenced manual in Section 9
"D�tours" a�d such �emporary szgn. mus� be installed przor
to �ha removal af the permanent s�gn. if the temporary
s�gx� is no� installed caxrec�ly or if zt do�s nat meet
the requ�red specifications, the permanent sign shaZ� be
le�t in place until the ��mporary sign requirements a�e
met. When constzuc�zon work is completed to the ex�ent
that the permanent sign can be re-ins�alled, �he
Contractox shalL again contact �he Signs and Markings
Division to re-znstal� �he permanent sign and shall �eave
his �emparary sign in place until such re-insta��ation is
completed.
b. The cost o� txaffic contro� shaLl be included in the uni�
bid priCes o� the various items lis�ed in the proposa�,
and no other compensation will be allowed.
c. The Con�ractor sha�� maintain twa ianes af traf�ic at all
times or provide a detour plan that is accep�ab�e �a the
City Tra�fic Engineer.
17. DETOURS: The Contractor shal� prosecu�e his work in such a
manner as to create a minimum af in�erruption to �raf�ic and
p�destrian faci�aties and to the tlow �� vehicu�ar and
p�d�strian traf�ie within �he project area.
` SP-b
_ Barrica.des, warning and detour signs shall confarm �o the
S�andard Specifications "Barriers and Warning and/or Detour
Signs", Item 524.
Cons�ruc�inn signing and barricades sha7�1 conform wiGh °1980
Texas Manua� on i7nitorrrt Traffic Contra�. DeviCes For Srreers
and Highways" issued under the aurhority of �i�e "State af
Texas Uni�orm Act Regulating Traffic on Highways," codifi.ed as
Article 6701d Vernon's Civa.1. Statutes, peztin�n� sections
being Sections Nos. 27, 29, 30 and 31.
18. S�QUENCE OF CONSTRY7CTZON / CONSTRUCTZON SCHEDIILE: Prior to
beg�.nning constr�.ction, �he Contractor sha�� sup��y the
Constructior. �ngineer �ntith a schedule of construction which
ref�ects th� proposed sequencing and any praposed detours.
These items will be subject to the ap�Oxoval o� the
Cons�ructian Engin�er and the C�ty Traf�ic En.gineer.
19. FZN�SHZNG EQUIPMENT FOR CONCRETE PAV�MENT: Sha].I. be governed
by Spec. I�em Na. 3�4.3 (8) and 314.5(S) wi�h the
modi�icatians:
S1.a.p Form Construction: At the optiQn af the Cont�actor and
wzth the approval o� �he Owner, concre�e pa�ement Enay be
cons�ruc�ed by the use of slip form paving equipment.
Slip �orm paving equipmen� shall be provided wi�h t�aveling
side forms of su��icient di�nensions, shape and st�ength sa as
to suppart tihe conc�e�e latera�ly �or a suffici.ent Zength o�
��me during placecnen.t to p�oduce pavement of th� required
cro�s secta.on. The equipmen� shall spread, consol.idate,
scxeed and float-�inish �he treshly placed concre�e in such a
manner as to provide a dense and homogeneaus pavement.
The concrete tor the full paving width, shall be effec�ively
consolidated by internal vibra�ion, with transverse vibration
units; ar with a series of longitudi.nal vibrating uni�s Iaaded
wi�h the specified �hickness o£ pavement s�ction and a m�.na.mum
distance ahead of �.he sc�eed equa� to th� pavement thickness.
When concre�e is being placed adjacen� to an exis�ing
pavemen�, �hat pax�t of the �quipment which is supported on
existing pavement sha1.1. be �quipped with protective pads an
crawler track� or rubber tired wheels of�set �o run a
sufficient distance from the edge of the pavement to avoid
breaking or cracking the pavemen� edge.
Fi.na1 finishing tor ��.ip form pa�remen� constz•uctian shall be
�..� the talerance as ��ecified in ��ction 314.5 Par. (8) .
f ,- SP-7
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�
20. CUTTTNG OF CONCR�TE: When existing concrete is cu�, such cu�s
shall be made with a concrete saw. A�� sawi�g shall be
subsidiary ta the unit cost of the respectzve i�e�.
21. PROPERTY ACCESS: Access to adjacent property shall be
maintained a� all times unless otherwise directed by the
Engineex.
22. ZQNING REQUZREMENTS:
the Con�rac�or shall
a� the Ci�y af For�
storage purposes.
Duri�g the cons�ruction o� this praject,
comply with present zoning requiremen�s
W�rth in the use of vacan.t property far
23. WATER FOR CONSTRUCTION: � Water for con��r��ctian will be
fuxnz�hed by the Contractor at his own expense.
24. DAMFx3E TD PRZVATE PROPERTY: The Contractor sha].� immediately
repair or rEplace any damag� ta px'iva�e praperty, in.cluding
but not limitad to sprinkler systems, ��nces (wi�h �he
axception o� Un�r 1), wal�s, paveinent and wat�r and sewer
services, at na cos� to the awner, per Paragraph C6-5,10 of
the Gen�ral Conda.tions. This shall-be subsidiary to the
co�zt�act and not a separa�e pay item.
25. CON'I'RACT�R'S RESPONSIBILITY FOR DAMAGE CLAIMS: Con.tractor
covenants and agrees to, and does hereby zndemnify, hold
harmless and de�end Owner, its affice�s, agents, servants and
empJ.oyees, from and against an.y and all claims ox suits fox
property damage ar �.oss and/ar pErsona]. in�ury, including
death, to any and all persons, of whatsoever kind ar
charac�er, whethex real or asserted, arising aut of or in
connection with, directly or indir�ct�y, the w�rk and services
to be pe��ormed hereunder by Gorztrac�.or, its officers, agents,
servants, employees, contractors, subcon.�ractoxs, licensees or
invi�ees, whether or rs.o� caused, izz whole or part, by alleged
negligence on the part of officexs, agents, se�vants,
emp�.oyees, contractors, subcontractors, ]..icensees and invitees
of the Owner; and said Con�x'actor does hereby covenaz-tt and
agree to assume all liability and responsibility a� Ownex, i�s
offic�rs, ag.ents, servan�s and emp�.ayees fo� pxaper�y damage
or loss, and/or pexsonal injuries, zz�cluding death, to any and
all persons nf whatsoever kind or character, whether rc�al or
asserted, arising out of, ar in connection with, directly or
indirectly, thc� work and se�vices �a be per�armed hexeunder by
Contrac�or, its af�.icers, agents, emp�.oyees, contrac�ors,
subcontrac�ors, licensees and invitees, whe�her or not caused,
in whole or in pa�t, by aileged negligenc� a� ot�icexs,
agen�s, servan�s, employees, cont�ac�ors, subcon�ractors,
lieens�es or invitees of �he Ownex. Contractor likewise
c�venants and agrees to, and do�s hereby, inde�►nify and hold
� SP-8
'� �. harmless Ow�er f�om.and agains� any and alI injuries, loss or
damages to property of �he Owner duri�g the per�ormance �f a�y
of �he texms and conditions of this Co�tract, whether arising
out of or in connec�ion wi�h or resulting from, in•whole or in
part, any and alI all�g�d aC�s ar omissions of affic�rs,
agents, servants, emp�ayees, contrac�or�, subcantrac�ors,
�icensees, or invi�e�s of the Owner.
'I
In �he evenr a written c�aim for damages against the
Con�rac�ar ar �ts subcontractars remains unse��led at the time
all work on �he praject has been completed to the satisfaction
of the Dir�ctor of the Transportation and Public Works
Departmen�, as evidenGed by a final inspecr�on, final payir►ent
�o �he Contractor shall not be recommended by the D�rector of
the TranSportation and Public Works Depar�ment fox a period of
3� days after the da�e of such �inal inspect�on, unless �he
Contractor shall submit wriC�en evidence satisfactory to �he
Directo� that the claim ha5 been sett�ed and a release has
been abtazned from the cLaimant involved.
Altihough the claim concerned remains unsettLed at the
e�pira�ion nt t�� above 30-day period, �h� Contxactor may be
deemed to be enti�led tfl a semi-�ina� payment for work
completed, such semi-tinal payment to be in an amount equa� to
the total da�lar amount then due less the dollar value of any
wri�t�n claims pending against the Contrac�or aris�ng out of
the performance nf such work, and such semi-�inal payme�r may
then be recommended by �he Di�ector.
The Director shall not recommend final paymen� to a Contractor
aga�nst wh�m such a c�aim for darnages is outstanding for a
p�riod ot six �on�hs folLowing �he date o� the acceptance of
the work pexfoxmed unless the Cont�actor submit� evidence in
writing satisfactory ta the Director that:
a.The claim has b�en se�tled and a release has been
ob�ained �rom tha claimant invo�ved, ox
b.Good faith efforts have been made to s���le such
outstanding claims, and such good faith e��or�s have
�ailed.
If eonditzan (1) ab4ve is met at any time wi�hin the szx monkh
period, the Director sha11 reCamm�nd �ha� the fina� payment ta
the Cantractor be made. If condi�ion (2) above is met at any
time within the six rnonth period, the Director may recommend
that the f�nal payment to �h� Contractor be made. At the
expiratian of the six month period, th� Dir�c�or may recommend
that final payment be made if a11 other wark r�as been
pertormed and all ather obligations of th� Contrac�a� have
been �et to the satzs�acti�n of the Dir�ctor.
`r SP-9
� The D�recto� may, if he deems it appropriate, re�use to accept
bids on other TransporCa�ion and Public Wa�ks Department
contract wa�k from a Contractor against whom a claim for
damages is outstanding as a result ot work pe��or�ed unde� a
City can�ract.
26. SI�E RESTQRATTON: The Cantrac�or shall be responsib�e for
restoring the site to original grade ar�d cnndition a�ter
completion of his operations subject to the approva� of the
Engineer. The basis for approval by the Engineer will be
grade res�orarion ta pZus or minus one�tenth (0.1) of a�oo�.
27. WA3TE: All excess materials of
property o� th� Cont�actar.an�
in a manner sa�isfactary to Che
constxuction sha�� become the
5ha�l be dis�as�d o� �f�-site
Engineer.
2$. C�EANUP FOR FINAL AGCEPTANCE: �he Contractor shall make a
f�na� cleanup of al1 parts af th� wark be�are acceptance by
the City. Thzs cleanup �hall in�lude removal of a11
objectionab�e ro�ks, pieces of asphalt or concre�e and oth�r
c�ns�ruction materials, and in general pre�aring �he site of
the work in an orderly manner and appearance. Final
acceptance of the comp�eted proj�ct wo�k shall be g�ven by the
City a� Fort Worth Engineering Depar�ment.
29. SUBSIDIARY WORK: Any and all work specifzca�ly governed by
docum�ntary xequirements for the project, such as canditians
imposed by the Plans, the Gen�ral Contract Documents ar these
Special Con�rac� Dacume�ts, in which no speci�ic item �or bid
has been pravided for in the ProposaZ, sha1� be cansidered as
a subsidiary item o� work, the GOSt of which sha�l be included
in the price bid in the proposal for each bid item. Surface
restoratian and cleanup are general items of wark which �all
in the ca�ego�y of subsidiaxy work.
30. ABANDONMENT: The City rese�ves the right to abandon, withou�
obligation to the Con�rac�or, a�y par� o� th�s project or the
en�ir� praject at any �im� before the Contractor begins any
con��ruction work authorized by the Ci�y.
31. WARR.ANTY: The Cantractor shall be �esponsible for defects in
this proj�ct due to fau��y ma��rials and workmanship, or both,
fo� a period of ane (1) year �rom date of final acceptance o�
thi� pra7act by the City Council of the City of Fart Warth and
will be required to replace a� his expense any part or all of
this project which becomes defEctive due �o these causes.
SP - 10
il
32. PAYMENT: The Contractor will rec�ive tull pay[nent fram the
City for all wark eompleted and acc�p�ed. The City wiil
collect the assessm�nts, in those cases where assessments are
levied. "
33. PROJECT DESTGNATION STGN: The Co�tractor snall constr�ct and
install �wo (2} projec� designation �igns and it will be �he
responsibili�y of the Conrrac�or Co main���n the signs in a
pres�ntable condi��on at all �im�s. Maintpn��ce wi�1 include
painting and repairs as directed by the En�ineer.
°` Tt will be the responsibility o� the Cont�a4t�z to have the
individual praject signs lettered and pairt�d in accordance
' with the �nclos�d d�tail.
F
The quality of the paint, pain�ing, and �ettering on the �ig�s
shall be appraved by �he Engineer.
The height and arrangement of the Iettering shall be in
accordance with the enclosed detail.
Th� sign shall be Constructed of 3/4" �ir plywaad, grade A�C
(exteriar? or hetter.
These s�gns shall be installed an barricades or as directed by
the Engineer.
The work, which inc�udes the painting of the s�gns, installing
and remov�ng the signs, furnishing the mater���s, s�ppo�ts and
connections to th� support, and maintenance to the
sa�is�ac�ion of the Engineer shall be a subs�diary item to the
r_ontract .
34. DELA�S: The Contz�actor sha1.1 receive no campensation �or
delays or hindxances ta the work, except when direc`� and
unavoidabJ.e extra cost to the Con�ractor is caused by the
faa.lure of the Ci�y to provide in�orma�ion or materiaZ, a.�
any, which is to be furnished by the City. When such e�txa
compensation is claimed, a writ�en statement thereof sha�,1 be
presen�ed by �he Contracto� to the Engineer and if by him
found correc�, shall be app�oved and referred by him to the
Council for finaJ. approva� ax� disapproval; and �he ac�ion
�herean by the Council shall be final and binding. I� delay
is caused by specific arders given by th� Engineer �o s�op
work, or by the pe��ormance of extra work, or by the �ailure
of the City to provide material or nec�ssary instructians for
carrying an the uroxk, then such delay will entitl� �he
Contractor �o an equivalent extension of time, his applica�ion
for which shall, however, be sub�eCt to the approval �f th�
City Council; and no s�ch extensa.on af time shall release the
Con�ractor or the surety an his pezfa�mance bond from al1 his
SP - 11
-. obligatians hereund�r which sha�l remain in full force until
the discharge of the contract.
35. SAFETY RESTRICTZON � WORK NEAR HIGH VOLTAGE LTNE5: The
£ollowing procedures will be fal�owed regarding the s�bject
�tem on this contract:
a. A warning sign no� less than 5-inches by 7-inches,
pain�ed yelxow with black �etters that are legible at 12-
�eet shall be pLaced inside and autside vehicles such as
cranes, derricks, power shovels, dr�lling rigs, pil�
drivers, hoisting equipment or simila� apparatus. The
warni�g sign sha�� read as �ollaws: "WARNING - UNLAwFUL
TO OPERATE THTS EQUIPM�NT WZTHIN SIX FE�T OF H�GH VQLTAGE
L�VES.��
b. Equipment that may be operated within ten �eet of high
voltage l�nes shall have an insulat�ng cage-type of guard
about the baom or arm, except back hoes or dippers, and
znsu��tor links on �he lift hook connections.
c. Wh�r p�cessary td work within 5-�e�� o� high vol�age
electric �ines, notifica�ion shall be given �h� power
company (Texas Elec�ric Service Co.} who will erect
tempo�ary rn�chanzcal barriers, d�-enexgize the line ar
raise ox lawer the 1ine. The work done by the power
company sha1� not b� at the �xpense of the Ci�y of Fo�t
Worth. The notitying department shall maintain an
accurate log af al1 s�ch Cal�s to T�xas Electric Servic�
Company, and sha3� reco�d actian �ak�n in each case,
d. The Con�ractior is required ta mak� arrangernents wi�h the
Texas �lectrzc Service Company far �he temporary
re�ocation or raising of high vol�age �ine� at the
Cantractor's sole cost and e�p�nee.
�. Na persan shall work wi�hin 5-feet of a high voZtage Iine
without protection having been �aken as outlined in
Parag�aph 3.
36. RIGHT TO AUDTT:
a. Cantractor agrees that the City sha��, until the
expiration o� �h�ee (3) years afte� �ina� paym�nt under
this contract, have access �o and the right to examine
any direc�ly per�inent books, documents, papers and
recnrds af the Contractar invalving transactions rel.ati�g
to �his cantract. Contrac�or agrees �hat the City shall
have aCcess du�ing narmal workizzg hours to all necessary
Con�ractor faciliti�:s and shall be pravided adequate and
approprzate work space in order to conduc� audits in,
S� - 12
� __
compliance with the pravisions of th�s seetion. The City
sha11 give cantractor reasonabl.e advance notice af
intended audits.
b. Contractor fu�ther agrees to in.c�ude in all i��
subcontracts hereunder a provision to the effect that th�
subcontractor agrees that �he City shall, unti.� the
expiration of three �3) years af�er £inal payment under
the subcontrac�, have acccss �o and �he right to examine
any directly per�inen� baoks, documents, papers and
records of s�ch subcon�rac�, invalving transac�ions to
the subconCrac�, �nd furth�r tha� City shall have access
during normal warking haurs ta a�.� s�bcontracto�
facilities, and shall be prov�ded adequa�e and
approp�iate work space, in oz�der to conduct audits in
comp].ian.ce with th,e pxovisions of this article. City
sha�1 give subcantx-actox reasonable advance notice af
intent audits_"
37. �INCREASE QR DECREASE iN QUANTITIES: The quantities sh�wn in
the proposal are approximate. zt is the Cantract�r's sol�
respansibili�y tio verify all '�he minar pay item quantities
prior to submi��ing a bid.
When the quanti�y of the work ta be don� or materials to be
furnished und�:r any major pay i��m of �.he cont�act is more
than 1250 of the quan�i�y s�ated in the cor�tract, whe�her
stated by Owner ox by Con.tractor, then either par�y to the
con.tract, upon dem�nd, sha11. be entitled �o negotiate for
reuised Consideration on the portion o� work above 125a of the
quanti�y s�ated in the contract.
When the quanti.ty o� the woxk to be done or mater�als to be
fuznzshed under any ma3or pay item of the con�ract a�s less
than 75o af the quantity stated in the contract, whe�.her
stated by Ow�er or by Contractor, �hen either party to the
con�ract, upon demand, shall be en�itled to negatiat� far
revised consideration on the portian of woxk below 750 0� �he
quan�ity stated �.n the cantxact. This paragraph shall not
apply in the event Own,er deletes a pay item in its entirety
��om this contract.
A major pay item is d�fined a� any individual bid item
inc].uded i.n the proposal that has a total cost equa� to ar
greater than 5 percen� af the original contract.
A minox� pay item is de�in�d as any individual bid a.tem
incl.uded in the proposal thati has a ta�al cos� le�s than 5
percent of the original cantrac�.
SP - 13
Xn �he event Owner and Contractor are unable �o agree on a
nego�iated price, Owner and Contractor agree tha� the
consideration will be the actual. �i�ld cost ot �he work plus
15a as described herein below, agreed upon in writing by the
Cont�actor and Director of Engineering and approved by the
City Council af�er said work is completed, subject �o a1.1
other consideratians af the contrac�. As �sed herein, field
cos� of the worl� will inc�.ude �he co�� of all workmen,
toremen, time keepers, mechanics and �aboxers; a�i rrtaterials,
suppli�s, trucks, eq�ipment ren�al for s�ch time as actually
used an such wark only, plus al� powe�, fuel, lubricants,
water and simil.ar opera�ing eacpenses; and a ratable partion c��
p�emiu.ms on per�ormance and payment bonds, public liability,
Workers Compensation and all other insur�nce required b� law
or by ordinance. The Direc�or of Engin�ering wil� direct the
form i.� which the accoun�s ot actuaZ field cost wz��. be kept
and wi1�, recammend in wx�iting �h� methad a� daing the work and
the type and kind of equzpmen� �o be used, bu� such work will
be p�rformed by the Contractox as an independen� Con.tractor
and not as an agent or employee of �h� City. The 15a of th�
actual �ield cost to be paid �o the Contractor sha�.Z cover and
campensate him for prof�.t, o�crerhead, genera� superv�.sion and
�ield affice expense, and all ather el�ernen.ts of cost and
expens� not embraced within the ac�ual field cos� as hexe�n
specified. Upon request, the Contrac�or sha11 pravide the
Director o� Engineering access to aJ.l accoun�s, b.i7.ls and
vouchers rela�ing thereto.
38. D�SP05AL OF SPOIL/FILL MAT�RYAL: Prior to the disposing o�
any �poil/fill materzal, �he Contractor sha.�l advise the
Dixectox of Engine�:ring, acting as the City of For�. War�h' s
Flond Plain, Administrator ("Adminzstrator��), o� thc� lacation
o� all si�es whexe the Cantractox in�ends to di.spase o�' such
material.. Contractor shall. not dispase of �uch ma�.exial until
the propo�ed sit�s have been determined by �he Administratior
ta meet the requiremer�ts af the Fload Plain O�dinanee o� �he
City o�' F'ort Wa�th (ordinance No. 10056} , Al1 disposal sa.tes
mus� be approved by the Adminis�rator to ensure the tilling is
no� occurring with�n a t�ood p�ain withou� a permit. A flood
plaa.n permi� can be a.ssued upon appxoval of necessary
engin.eering s�udies, No �a.11 permit is required i� dispasal
sites are not in a flood plaizz. Approval o� the C�ntractor=s
dispc�sal sites shall be ev,ide�.ced by a letter signed by the
Administra�ar stati�g that the site is not in a kn�wn flood
plain. Ax�y expenses associated wi�h obtaining the fill
p�rrni�, inCluding any necessary engineering stt�dies, shall be
at �he Contractor'� e�p�nse. �n �he even� that tha Con.trac�or
disposes of 5poil/fill mate�a.al at � site without a�ill
permit ar a le��er �rom the Administrator appra:��ng the
dispasal site, upon notifica�ion by the Director of
Engineering, Contrac�or sha11. remove the spoii/�i11 ma�erial
SP - 14
, at his expense and dispose of such ma�erials in accardance
with th�'`Ordinance of the City and �his sec�ion.
39. TRENCH EXCAVATI�N, BACKF�LL AND COMPACTZON: Trench excavation
and backtill under parking �ats, d�zveways, gravel surfaced
roads, within easements, and with�n existing ar �uture R.O.W.
shall be in accordance with Sections E1-2 Back�ill and E2-2
Excavation and Backfill of t�e Gene�al Contract Doc�ments a�d
Specifieations except as specitied herein.
1. TRENCH EXCAVATIO�: In accordance wi�h Section E2-?
I�� Excavation and Backfill, iF ��e s�a�ed maximum tr��U��
wid�hs are exceeded, either through accident or oth�rwise,
an� if the Engineer dete�������s that the desi�n loadings of
. the �ipe will be exceeded, t"e Contractor will be re�u�red
r, to suppor� �he pipe with an zm�roved trench bottom. T�e
� expense of such remedial measures sha�3 �� �n�ir�ly tne
,� Contractor's own. All trenching operatio��� shall be
-� conf�ned to the wid�h o� p����anent rights-of-way, p��manent
'� easements, and any t�mporary construct�on easemen�s. All
, `� excavat�on shall be in stri�t compliance with the Trench
Safety Sys�ems 5pecial Candition of th�s docum�nt.
2. TRENCH BACK��LL: Trenches wrich lie outsid� of existinq or
futu�e pavemen� sha11 �e backfz��ed above the top of the
embedment material with Type "C" backfill materia�.
� Excavated ma'�erial used for Type "C" back�ill must be
' mechanically compacted unless the Contractor can furnish
. the Engineer wi�h satisfactory evidenc�: �hat the P.I. o�
i the excava�ed material is l�ss than $. 5uch evidence s!�all
be a test r�por� from an independent testing ].abarator�� and
,� must includc� representatzve samples of soils in a11
involved areas, with a map s�owing �he location and depth
� of the various 'test holes. �f excavated materiaJ. is
obvzously granular in natuxe, cnntaining little or no
plastic material, the Engineer may waive the test report
� requirement. See El-2.�, Type "C" ar "D" Backfili, ancl E2-
2.11 Trench Back�ill for additional requirem�nts. when Type
"C" bac4c-fa.11 material is not suitable, at the direction of
� the Engineer� Type "B" backfill material shall be used. In
general, all back�ill ma�erial_ for trenches in existing
paved str��ts shall. be in accordance with Figure A. Sand
, mate�ial sp�citied in Figure A shall be obtained frnm an
approved source and shall consist o� durable parti.c�es free
pf �hin or elonga�ed pieces, lumps of clay, soil, loam or
, vege�able matter and shall meet the following gradat�.on:
Size Sieve o Retained
#20Q 100
SP-IS
� Additional�y, the crushed Z�mestone embedm�nt gradatian
specified in Section El-3 Crushed �imest�ne far Embedment of
the General Contract Docu�ents and Sp�cification�,shall be
replaced wzth the �ollow�ng: •
Size Siev�
�„
��
3/8„
#4
#8
n Retained
a
o-��
55-90
90-lOQ
95-�QO
3. TRENCf� CONPACTIOIV. AL1 trench backfill shaZZ be placed in
li��s per E2-2.9 Backfi.11. Trenches which lie outside
existing or �uture pavements shall be camr�av�:.�d �to a miniraum
of 90o Standard Practaz Density (A.S.T.M. �698) by means of
tarnping an].y.
Trenches which 1ie under exista.ng or future pavemen� shal�
be backfill.ed per Figure A with 95o Standard Proc�or Density
by je�ting, mechanical. tamping, or a combination af inetha�s.
Back�ilZ matez�ial to be mecl�anically tamped must be wi�hin
±90 of its optimum mois�ure cantent. The top �wo (2) �eet af
sewer line trenche� and the top eighte�n �1.8; inches of
water line may be rall�d in wi�h heavy �quipmen� tires,
provided i�t is p�aced in �i.�ts a�propriate to the materia�
bezng used and the o�eration ean be performed without damage
to �.he installed �ipe.
The City, at i�s own expense, w��Z per�orm �rench cornpaction
tests per A.S.T.M. standards on all trench backfi��. Any
ret�sting required as a result o� failure to compact the
bacl�fi�l material �o meet thE standards wa�11 be� at the
expense of �he Contracta� and wiJ.1 be billed at the
commercial �ates as determin�d by the City. These �oi�
densi�y tests shall be performed at two (2) faot vertical
inter�vals beginning at a lev�1 two (2) feet abo�re the top of
the installed pipe and continuing to the top n� �he
completed backfill at intervals along the trench not to
excc�ed 3QU linear feet. The Contractar win be responsib�.e
For praviding access and trench sa�ety system to the level
of trench back�ill to be �ested. No extra compensatian will
be a�lowed �or exposing t�e back�'i1I. layer ta be �ested or
providing �rench. safe�.y system fnr tests conduc�ed by the
City.
SP - 16
i�
�' _ 4. M�ASiJREMENT
al�l Type "B"
backfili will 1
water and sewe
AND PAYMENT:
backfill, and
�e included in
r pipe.
AlI material,
labor casts
the price bid
including any and
of excavation an�
pex linear foot of
C+l)� ��i+F�3��-�
4�. NON-PAY ITEM: CL�ARING AND GRUBBING: All objectionable items
within the limits of this project and no� othe�wise provided
for shall be removed under this item in accordance with
Standard �pecifications ztem 102, "C��aring and Grub�ing."
However, na direct payment will be made for this a.tem a�d it
shall be considered incidental to this contract.
4Z. NON-PAY �TEM: SPRINKLTNG FOR DUST CONTRDL,: AlZ applicable
'provisions o� Standard Speci�ications I�em 20Q, "Sprinkling
for Dust Control" shal]. apply. How�ver, no da.x�ect payment
will be made fo� this itam and ir shall be considared
-incidenral to tha.s eontrac�.
42. NON-PAY ITEM: WASHED ROCK: All washed rock used for
embedment or backfill or as otherwi�e direc�ed by the Engineer
sha�J. B� washed, crushed stone and shall meet �he fo�l.owinc�
g�adation and abrasion: (�,�tual washing na� �equi��� i�
gradation is me�)
Size Sieve
1"
��
3/8••
#9
#8
o Retained
a
0-15
55-9�
90-1a0
95-10Q
Los Angeles Abrasion Test: 50a Maximum wear per A.S.T.M.
flesignation C-13�.
43. PAY ITEM - REMOVE EXISTTNG C4NCRETE CURB AND GUTTER: This
a.tem includes �he removal. of existing cancrete cuxb and gu�ter
including laydown curb and gutter sec�.ions through driv�ways,
as indicaCed on the plans. The measuremen� and paytnent for
curb and gutter through driveways shall be considered to a
line i'-3" behind face of curb. Beyond this Iine, concrete
remov�d shal� be measured and paid for as concr��e drive
removal. Curb on existing concre�e pavement wi11 b� removed
wi�h concrete pavzng without special pay. The edge o� all
removed areas abutta.n.g existing concre�e area� ta remain shall
be saw cu�.
�
SP - 17
�
44. PAY ZTEM - REMOVE EXISTTNG CONCRETE DRrVEWA
Sid�walks and drivewdys sha�1 be remaved to
shown on the plans exer�ising special care �o
that po�tion of cancrete to remain in p�ace
removal areas abutting existing concre�e areas
b� saw cu�.
Y � S IDEWALIt :
the limits as
avoid damage �o
. The edge a�
to remain shall
The uniC bid price per square foot wiZl �e full payment for
saw-cutting, removing and disposing of the e.xisting driveways,
and sidew'alk and a11 cna�erial,s, �abor, tools, equipmen� and
inciden�als necessary to complete the work.
45. PAY TTEM - UNCLASSIFTED STREET EXCAVAT�ON: See S�andaxd
Speci�ications Item No. 105., "Uncl.assified Stre�t Excava�ion,'�
far specificatians governing thzs item.
RemovaZ of exzsting penetration or aspha�t pavem�nt shall be
included under this item.
A�l objectionable material �ound within the limits o�
excavatiorz sha�� be remaved from the job site arr.d disposed o�
a.n a manner satis�'actory to th� Engineer . Removal af such
sha11 be subsidiary to this ��em un.less o�herwis� pxovided
hereiz-�.
The in�e:ntian af �he owner is to pay only the plan quantity
without measurement. Should ei�her contracting party be ab1�
�o show an error in the quantities exceedi.n.� 10 percent, than
actual quantit�es wil� be paid for a� the uz�.i� price bid. The
party requcsting the paymen� af actual rather than plan
quantaties is responsib�.e fax� bearing any survey arzd/or
measuremerat costs neces�ary t� verify the actua� quantit�es.
4�. PAF ITEM - 6H LIME STABILTZED SU'BGRADE: This item shall be
installed in accardance with Std. Spec. Ttem 210.
Quanti�ies bid incZude stabil.iza�.ion under HMAC �ransitian
areas on side streets. Application rate tar the hydrated
lime shalx be 5%. The exac� amount and poundage of lime will
be calcula�ed by performing a lime series.
47. PAY ITEM - LiME FOR STASTLIZ�D SUBGR.ADE: This .item sha3.3
con�orm to the Std. Spec. Item 212.
48. PAY ITEM - H.M.A.C. TYPE D SURFACE COiiRS�: A�.�. applicable
prbvisians o� S�andard Speci�ica�ians Item 31.2 " Hot-1�Iix
Asphal�ic Cancrete " shall appl.y to �he cons�ruction methads
�or this portion af the projc�ct.
Standaxd Specificatian 312.5(1) shall be revised as fal.lows:
The prime coat, �ack caat, or the asphaltic mixture shall n.ot
SP - 18
._ be placed unless �he ai� tempera�.ure is fi�ty �50) degrees
�'ahrenheit and rising, iche temperature being taken in th�
shade and away from arti�icial heat. Asphalt�c materia� shal.l
not be placed when the wind conditions are unsuiCabl� in the
opinion of �he Engineer.
Th.e contracCar shall furnish batch d�sign of the praposed hot
mix asphal�ic cnncrete for City approval 48 hou�s prior ta
pZacemen�. The Ci�y will provide labara�ory control� as
necessary.
The uniti price bid per ton of H.M.A.C. complete in place,
shall be fu1Z compensa�ion foz all labor, mat�rials,
equipment, �ools, and inc�de�tals necessary �o complete the
work.
49. PAY ITEM - 6" RE�NFDRCED CONCRETE PAVEMENT:
' a. All applicable provisa.ons of standard Specitications I�em
� 314, "Concrete Pavem�nt��, shall apply. The con�ractor
� 1 sha11, use a six ( 6) sack con.crete mix far all hand
_' placemerzt in the �n�ersections. The unit price ba.d per
square yard shall be fu1.1 payment for a11. labor,
• ma�e�ial, equipment, and inciden�als nece�sary �a
complete the work.
.� b. Cracks in newly constructed concrete pa�rement: All
crack(s? shall be a.ndividually evalua�ed by the
cons�ruction engineer to d�ter�nine severity. The en��re
p�ne�. a� pavement (to �h� nearest joint} shaZl b� removed
' and replaced at the contractox=s expense if it �s
� det�rmined tha� such crack(s) w�.�l unde�ma.ne the
s�ructural integri.ty or maintainability of the pavement.
� Crack(sj whzch are determined to be cosmetic in na�ure
� shall require no change. The Con.struction ��gineer at
his so�e discretion may dictate that only one� half (2) of
a panel be removed and �epl.aced providing �ha� adequate
� measures have been taken by the contrac�ar to e1.a.minate
+ sympathetic cracking.
50. PAY ZTEM - SILICONE JOZNT SEALINGc This pay i�em incl.udes the
instal�a�ion of a class X or class II low-modu�e silicone
jaint s�alant system for the Far�land Cement Concr��e
pavemer�t. Specifi.cation.s for "Silicane Joint Sealing" are
encl�sed.
Payment will be made a� the Contract bid item unit price bid
per l.inear foot (L.F'.) as pravided in "METHOD OF MEASUREMENT"
' fox' "STLTCO�TE JOINT SE.ALZNG" , w��_ �h price of �naii be fu�.l
compensation to� furnishing al1 materials and for a1.�.
preparaCion, del.ivery, and app�.ication of those sealing
�- SP - 19
materzals and tor all labor, equzpment, tao�s and incide�tals
n���ssary to complete the si�icone joint sealing in conformity
wi�h the plans and these speczf�cat�o�s.
51
PAY ZT�M - 7" CONCRETE CURB: The contrac�or may, at hi�
option, cons�ruc� ei�her integral or superimposed curb.
Standard Specification Item 502 shall apply exc�p� as herein
madi�ied_
c. INTEGR.AL CLiRB: �nteg�al curb sha11 be constructed alang
the edge ot the pavement as an integral part of the slab
and at the same concrete as the slab. The conerete for
the cu�b shal� be deposited not mare than thirty (30)
minutes after the concrete in th� slab.
d.SUP�R�MPOSED CETRB: Concre�e shall hav� a minimum
compre�sive strength of three �housand (3,OOa) pounds per
square inch at tw�n�y-eight (28) day�. The quantit� of
mixzng w��er shall not exceed seven u.S. ga�lons pe� sack
(94 lbs.) of Po�tland Cement. The slump of the concrete
�hall not exeeed thre� (3) inches. A minimum �em�n�
content of five (5} sacks o� cement per cubic yard o�
concrete is required.
52. PAY ZT�M - 4" STANDARD CONCR�TE SIDEWALK, LEADWALR AND
WHEELCHAIR RAMP: AL1 appl�cable provisions of Standard
specifica�ion� Item 504 "Cancrete Sidewalks and Drivaways"
shall apply.
The con�ractor shall canst�uet standard concr�te sidewalk, and
w�eelchair ramp as shown in the details or as direc�ed by �he
enginear.
The contrac�or �hal� not remove any reg�latory sign,
instrucrionaL sign, street name and sign ar other sign which
has been erected by the City. �he con�rac�or shall con�ac�
Signs and Markzng Divisian, �PW (Phone 871-8075}.
ALl eoncr��e flared surfaces �whee�chair ramp wing or curb)
sha�l be colored with L�THOCHR�ME color hardener or equal. A
bxick red calor, a dry-shake hardener manufactur�d by L.M.
Scofield Company or equa�, shail be us�� in accordance wi�h
manu�acturers instructiQns.
Cantractor shall p�ovzde a calored sampl� cancre�e panel a�
one faot by one too� by three inches dim�nsion, or athe�
dimensian approved by the Engineer, meeting the aforementi�ned
speci��catian. The sample, upon approval by the Engineer,
__ SP-20
�
shall be tihe acceprable standard to be appla.ed for al.l
wYieelchair construCtion. Surface coloring shal� be subsidia�y
ta uni� price bid for this pay item.
Th� me�had of application shall be by screen, sitteac, ,sic�ve o�
dth�r �neans in order to provide for a uniform color
distribution.
53. PAY ITEM - 2" i�iAC FOR DRTVEWAY TRANSITION: This i�em covers
placement of a 2" HMAC 5urface far d�iveway slope backs as
called for on plans or as otherwzse nac�ssary on private
property where asphal� paving on pxivac� p�operty existed
priox� to projec� cons�ruction. The 2" HMAC surface shalZ be
preceded by installatian of a 5" �l�ex bas�� ��id for under its
respective item.
,i 54. PAY� ITEM - 6" FLEX BASE STONE FOR DRIVEWAYS: This item
includes placement of 6" c�ushed stone as called �or on the
plans o� as othe�wa.se necessary to provide for dra.veway
. slapeback areas an p��.vate property where unpaved drives
existed prior to proje�t construc�ian. This item also
provides for the placem�nt of 6" cz'ushed stone under 2" HMAC
driveway �ransitions. Measu�ement shall be by square yard
compac�ed in place. Excavation �or thickness of crushed ston.e
is subsa.da.a�y to this item.
55. PAY �TEM - UTILZTY ADJUS'.E'1+�NTS: This item is inc3.uded �or the
basic purpose qf �stablishing a contract p�ice which will be
comparabl� �o the �inal cost of makin.g necessary adjus�ments
r�quired due to �treet impxovements to water, sani�a�y sewer
and na�u�a� ga� service lines and appurtenances where such
ser�ice lines and appur�enances are the property owner's
responsibility to maintain. An arbitxary figure has been
placed in �he proposal; however, this does not guarantee any
payme�t tor uti].a.ty adjustments, neith�r d�es it� con�ine
utili�y adjustment to the amount shown in �he Proposal. Tt
shall be the Contractor's resparisibility ta pravide �he
services of a licensed plumb�r to make �he u�il�.ty adjus�ments
determined necessary by the Engineer. Shou7.d the Con�racto�
damage service �ines due to his negligence, whe�-e such lines
wou�d not have required adjustment or xepair otherwise, the
7ines shall be repaired and ad3usted by the Contractor at the
Contrac�or's expense. The payment ta the Contractor for
utili�y ad�ustments shal�. be the act�zal cast o� the
adj ustments plus ten percent (1.0 0) to cdver the cost ot bora.d
and overhead incur�ed by the Contractor �n handling the
util3.ty adjustments.
Included in �his i�.em is the adjustrnent ox relocation of any
undergaround sprink�e� sys�ems a� necessary to provide for
project cons�ruct�on.
SP�21
56. PAY ITEM - 6" I�AC T�ANSITION FOR SIDE STREETS: Included in
� �his iGem will be znstallat�on af 6" HMAC in side street
transition areas where �hown an the plans.
57. PAY TTEM - 6" �IP� SUBDRP,IN: No specific
item is designated on �h� plans. Subdrain
on�y if field cond�tions indicate gr�und
level a�ter excava�ion and if deemed
Engine�r. Subdrain ins�al.lation shall b
s�andard S-S1� with the added prov�sa.o
marerial be encloscd w�th filter fabric.
�ocatian fo� this
shall be zns�alled
water at subgrade
necessary by the
e p�r constructian
n �hat the fi�.ter
Standard Specitica�ion Ttem 500 shall apply e�cept as h�rein
modi�ied.
50D.3 Constructa.an Me�hads:
Tf deta�ls are nat shown on the plans, then the subdra�n shala.
be const�uc�ed as showz� on Construction Drawing No. S-S 1�, or
as directed by the Engineer.
58. PAY ITEM - CONCRETE RET�INING WALL: This item is to be placed
as indicated on �he plans. The size and shape are detailed in
the p�ans. A11. applicab�e provision.s of standa�d
Specifa.catians Ttem 518, ��Retaining Wal�s ", shall apply.
59. PAY TTEIki - B" PAVEMENT PULVER�ZATION Contaractor shaJ.l
pulverize exis�ing paverrtent ta a depth of 8". After
pu�.verization is complete, contxactor shall temporari�y remove
and store th� 8" deep pulverized tr�aterial, then cu� the 3�ase
2" to provide place for the new 3' ' HMAC surface . The 3"
base cut shaJ.l s�ar� at a depth �f 8" �rom the existing
pu�verized Sux�ace. After the undercut operata.on is
completed, cantrac�or sha11 spread, mix, an.d compact the
pulverized material �o a 95o Compaction per City's Standa�d
Specificatzons o� as directed by th� Enga.neer in the tield. A
5o Portland cemen� shall be used to mix the pulverized
materia�..
Tf the exis�ing pavement has a coEnbina�ion of 1D" HMAC and
crushed stone/gravel, undercut wil1. not be required, the
cantractar will pulverize �0", the 2" cu� wil� be �ak�n �rom
the 14" pulve�ized mater�.al (see soil tes�. repo�t) .
AFter the pulverized mate�ial is cured, the contxac�or sha�l
o�r�rlay i� with 3" HMAC surface within �ive {5) �alendar
days, a$20fl liquida�ed damage will be assessed per black per
day.
� SI'-22
_r_ The uni� price bid per square yard shall be �u�Z compensatian
for all•iabor, materia�, equipment, tools, and incidentaLs
necessary �o pulverize, remove and sta�e the pulverized
material, undercut the base, mixing, co�pactian,, haul otf,
sweep, and dispose of the undercut material.
The 3°' HMAC sur�ace wi�� be paid by separate item.
59. PRE-BID PAY xTEM � ADJUST WATER VALVE B�XES: Con�ractor wa�l
be �esponsib�e for adjus�ing wate� va�ve boxes to match new
pavement g�ade. The water valves themse�ves wi11 be adjusted
by Caty of Foxt Worth Wat�r Depar�ment fo�ces.
The unit price bid will. be fuZl payment for ma�erials
including all labor, equipment, taols and incidentals
necessary t� compl�te �he wark.
� 60. PR�-BID PAY TTEM - ADJUST EXISTTNG WATER VALVE VAULTS: This
item�.,sha11 include raising or lowerzng the t�ps �� water valve
vaul�s �a match proposed pavement ar parkway grades pex
me�hads acceptab�e tia the Czty of Fort War�h Wa�er Department.
": The unit price bid sha11 be full payment �or materials
including al� labor, equ�pment, toaLs, �.nd incidentals
necessary to complete the work.
The joints o� adju�ted water valve vaults shal�. be sealed
according to the �pecifieations in �he Zast sectian of �his
�.tem t9.tled "Applicable Specifica�ions."
61. PRE-BID PAY ITEM - AL}JUST EXISTING MANH�LE: `I'he price bid far
new manhol� ins�alla�ion� sha�.l in�lude the cost o� jai.nt
sealing and payment wi�1, be made �rom �he approp�iate Bid
Item(sj .
Fox existing manhol� adjustment and/or sealing, �he cost of
sealing shall b� included in the appropriate bid item and
pay�nent wi11 be made f�om these items.
Included as part ot this pay item shall be the app].icati�n of
a cold-applied preformed flexibl� butyl rubber or plastic
sealing compound for sealing intierior and/or e�cterior join��
an concrete manhole s�ctions, as per current City Water
Department Speci.al Conditions.
62. PRE-SID FAY ITEM - ADJUST 'Gil'ATER METER BOX: This a.tem shall
include raising or lawering an exis�ing meter box to the
parkway grade specitied. No payment will be made for exi�ting
boxes which are within a.�.' of specified parkway grade (�eave
as a.s? .
SP - 23
63. PRE-BrD PAY 2TEM - TOP S�z�: This item �hall be governed by
~ I�em ��6 af the City of Fort Wor�h Standard Specifica�ions for
Constr�ction. LoCations at the topsoil shall be directed by
Engineer. •
The proposal quantities shown are calculated �o provide
�opsoil 4 to 6 inches in dep�h (compacted) ovex the pa�kway
area and do na� include ma�erial deep�r rhan design dep�h
behind the curb. The pay item is intended ta pay f�r topsoil
that must b� imported where suitable material is �i�her not
available on the job or cannot r�asanably be stor�d an-si��.
Payment wil� be made on the basis a� lonse t�uek volume {ful�
truck witn side�aards up) tickets and ma�eria� mus� meet City
ot For� Worth standards far �opsail. Onl� the volume impar�ed
will be paid �or and may be substantially less than the
proposal quan�it�es lis��d.
6�. APPLICABLE SPECIFICATIONS: The folldwing sp�ci�ica�ions for
Silicane �oint Sea��ng are part of the�e ove�all
speciiicacions. The City o� Fort Worth " Standard
Sp�ci�icat�ons f�r Street� and Storm Drain Construction'
shall be the gover�ing speci�zca�ions �or th�s pro�ect.
SP - 24
' !I� .' • _' _ - , '_ ' _ _ ""..v. ; ___" _ F -.
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�V. P�°opos��� a�� Fo�°��
���o�s1��,&3j
�e�to��s ,�►� �, � �
F'roposal (Unit 1 }
Proposal (Uni� 2)
Proposal (Unifi 3)
Gerfificafe of Insurance
Per�ormance Bond
payment �ond
N�aintenance �ond
Con�racfi
�HAS� �
�AR� � � �RO�OSA�.
COAIST'RUCifON
Unit 1 Sections A, �, & C
l�nit 2 Sections A, B, & C
Unit 3 �ections �, �, & C (Phase � — Separate Co�t�act)
(This Pro�osal must �ot b� r�maved from this book of Contract Documents)
TO: Gary W. Jackson
City Manager Fort Worth, Texas
PROPOSAL FOR: The furnishing of all materiaEs, except materials specified to be fumished by the
Gity, equipment a�d labar far:
LJnit �i: Southside II Vilater Trar�smission �lfain Cantract 3
SecYians A, �, ar�d C
��� No. 2608, ���'�050�iD14043U, PS4Ga070580175320
Uni� a: '9998 CIP �rojec�— �ogg St�eet— fi�' pove, fio Hemphill Si.
Sections �., �, a�d C
DD� No. �� 93, �IdV�3-06fl�34'I ��430, C� 1�0201 q�09�19 �
Uni� 3: Phase 1(Se�arate Contrac�}
Pursuant to the foregoing "Notice ta Bidders", the undersigned Bidder, having thoroughly
! examined the Contract Documents, including Plans, Spacia! Contrac# Documents, the General
Contract Documents and General Specifications for Water Department f'rojects, the sik� of the
- praject and understanding the amount of work to be done, and the prevaiii�g condEtions, hereby
proposes to do all the work, furnish all labor, equipment and material, except as specified to be
= fumished by the City, which is r�ecessary ta fully complete tt�e work as provided in the Plans and
Contract Daeuments, and subject to the inspection and appro�al of the Director af the Department
� of Engineering of the City of Fort Worth, Texas, and binds himself upon acceptance af this
Praposal to execute a contract and furnish an approved f�rformancs Band, Payment Bond,
' Maintertance Bond, and such other �fl�ds, if any, as may be required by the Gontract Docum�nts
for the performing and completing of the said work. Contract�r proposes to do the work within #he
' time stated and for the following sums:
(Fumish and install, including aif appurtena�t work, complete in place, the followi�g items)
("D-No." refers to the related items in Part D- Special Conditions}
�
�
' P�1���1
Addendum No. 3
Phase �- Unifi 9� Southside II (�2d6� Con�rac� 31f�aie� Tpansmission I�ain
�O� No. 2608, P1dV77o0�077D14d430, �S46-OiaS80'i753�Q
L1nit 1 Section A Wate� Impr�a�rements Base Bid
Item � Approx �� ��! Description of Item With Unit Amount
No. Quantity Unit Bid Price Written in War�ds Price � Bid
(Furnish and install, including all appurtenank worlc, co►npleta in place, the following items)
Base Bid
q �,�Zg �,F • 12-inch �+Vater Pipe, lncl. �xcavation, Embedment
and Backfi�l, CompleYe in Place for
` � �ollars & L� pu J F�t� D�
� Cents $ � J ' � $ � I r (J!J 1' /
per �inear Foot
�
3
4
2U1 LF � z-inch Quctile lron Water Pipe Installed 'tn
Casing Pi e, Gamplete irt Place for
IP`Q�Z�,��,n� Dollars &
i ljl� cents
per Linear Foot
201 LF Casing Pipe for 12" Water Line, Installed by
Other Than Open Cut Incl. Excavafion, Grout, Eic.
per detail sheet U-1-46, CompleEe In Ptace for
� n,,��� e�Dollars &
J(/ � ' Cents
per Linear Foot
qA6
5 10
5 2
LF ' 8-inch Water Pipa, Incl, Excavation, Embedment
and BackFill Complete in Place for
~�-[�- Doflars �
s Cents
per Linear Foot
LF � g_��ch Water Pipe, Incl. Exca�ation, Embeclment
and Backfill Gompkete in P�ace for
�nn��d'���,i Dollars &
�
�/'� Cents
per Linear Foot
� Connect to �xisting 36" UVaEar Line,
Complete in Plaee for
� Dollars &
` �/j,%IJ Cents
per �ach
7 2 � Connect to Existing 12" Water l.ine,
IJ
Camplefe in Place far
F; � ���s.�n�� oou��s 8�
.L � ,Is � Gents
per Each
, • Contractor shalE complete Cily Approved Product Form Page PH 2 8-12
I
,I
$ y�r v� $ ��LJ�I �._-
r�l % / ��/ �
$ �` d'�' p � % "7i � o� � �•r
� �5� �� � //,/S�- ��
� � `/. Q � .� �-/O- �`.�
$ � `'./ 5✓ � D $ , �i f � �y ' Or
$/��O � 0�� d
•��$ Q�
Ir��l � ��� Addendum No. 3
Phase 2- Uni�'� - Southside II (5��6) Con4rac� 31fVafie� �ransmission Ild�ain
C�D� I�o. 26Q8, �l�Vi7-O6a770'i �D43D, �S46-Di0580'S ��320
Unit 1 5ec#ion A Vllater Imprflvernents Base Bid
� Iter� Approx Description af ltem With Unit Amount
. No. Quantity Unit _ Bid price Written in Worc3s Price _ Bid
(Furnish anci install, including all appurfenant work, complete in place, the fo�lowing ite�s)
�5 � � Remove and 5alvage existing 6" Gats Valve,
Complete in Place, for ��,/_�
�L�d I�ItA� -� ���L�/ �olfars 8�
,�/� c��fs s �.`7�('. °� $ /5'l1 ��
�I.
per Each
�� 16 2 EA 2-inch Combination Air and Vacuum Release
Valve, Cnmplete in Place far
��y �"�.. �a.vu�'Ik.%,� Dollars & as
,� �.�`� cents
� �SoO � 9�0� �.=
:! ger Eaeh
z� 17 � � 6-inch Blowoff Valve and 5ump Manhole
i
I Complefe i PI ce ior
f�iM �� Dollars & $ , �Q � r,��- $ �O � QQ p o�
e�{/'� Cents � !
.� �
�i
.�
4y
�
I�
18
19
24
�
per �ach
z J � Remove �xisting Fire Hydrant Assembly (D-55),
Complete in Place for
�71 ���i"�1 Dollars &
/1/(� � Cents
per Each
2 �A Std. Fire HydrantAssemhly (D-8fl.2),
�Compl te in Place for
Dollars 8�
� Cents
per Each
3 � Remova Meter Box for 314-incn Meters (D-55),
Compleie in Place for
✓
I tnro �p;�_Dollars &
� �� �e�ts
per Each
� EA lnslall 1" Meier wl C4ass "A° Meter Box (Single Senrice)
(D-80.7), Com tete in Place for
� , dallars �
�
�1 Cents
per Each
$ / ��� Q�" $ ��� �r
$ /��0 �� $ .���E.�� 4��
$ r�OQ- �' �
n�r
$ .�y, �
� � � 0�
� Q D��
�i� 2 ��� Addendurn No. 3
10/30/�001 �.8:32 FA� 817 232 9'78�
HALF� A,SSOCIATES
� � ooaio�i
�h��� � � l�rrit q � ��ui6�si�1� ID (52�� ��r�F.���� � IIVa�w �r�n�mi�si+�r�� fVYain
D�� �1�. 26@�, P'If�7-0�077�����3Q, �5�6-�O7Q��09ia32�
' Uni� 1�s�ti�n A W�4�e I�p�meme�4� �a�e �id
f
Y
p�r Square Yard
4Q 4,3D7 SY ���8 pav�rr�nl Re�safr, Figure 2000-2 (D�12, CiA 10j,
Co��lste Rlats, %r
� �?Jr � �-�`vt�� Dallars & , �• �y $ l"�! CI`0 CJ • C�
3�n CeMs $ � f
per I.Pnaar Faa!
39 983 SY Cancrete Pavamer►t Fiepair w! 7" hRanvllthic Curb,
As Dil�ec�ed by �nglr�er, par Ffpure 2UD0-� (a-42, DA-t0),
Cample in Plaos, for
� I �; ��v._ aouars � ° *'
�lJ, cer� S � .� , ° � � /�� , %Dll,. � .�-
�r rt� r o
36 T,S00 ' LF� Tempol-dry Aisphalt Pavemetrt Ftepelt (D�47, �A �8),
(6° Fle� asa� 2" HMAC Surface Caws�), Ccmplata in Piace, For . .
�i/,1 _ Cents � !1� � -
Li a Fo t $ '
$ � 7f1� �`.`�.
p�r Cubfc Yard
37 7,700 LF �'rsnch 5afety System (D•59), C9mpleta in I�laae far
�% ✓��- aoll8ts �
- P
• � �- DoAars 8� �� /��.
� $ l � , `��--
,�i c�nt�
� �(FumEah and [nstaU, including ali appu�tenant work, c�mplete in plac�, the following Items)
38 10o CY G��,$g y�M {1500 psi) Rainforced Concrefe
far Misc. P�ecem�n! (D��, Complele in Plaoe far
Itent l�prypox � � ��s��i�►ti�1� o� i�em l�tith Unit ��nau�t �
PIe. @�aniit� !lnit �td �rico �dritte� i� l�dae�� P�ic� �1d
� �
��- �,�& $ �a ff� � ��:�,��8 ��
r.+ ce�s °
per 5quare Yard
41 1,200 5F �$move ExisNng Cancrete �r(veways,
Complefe in �laoe far
, ��- /) �^�- flnllars h aj~% � r-}` � �
� � �� ��� $ � .. � � � ���
per Square �oat
�
a2 �,200 �� Canstivc�t 6-inoh Thic[c Cnncrete Driv�ways,
Cornptete fn P�f ne Mr
t`9���4 Doll�� $ ��� � y� u O/} y� i
G'1�.j p.i �� � ��
I1P' T a'i�
is�r 34uare �aot • .
��� ���
Addandum Nd. �
k
i •
,�
�I``,
I_ .�
,
10/30/2001 18:35 F,A% 81'� 23g 9784 HALFF ASSOCIA.TES
1 ''
�ha�� �� U��� 7-��►�6'��id� ld (5��) C�n���� � 1�V��r Tr�rr�rr�i�i�n RA�ie�
��� ��. 2���, PVN��-0�AT'�0�40438, P���-�7Q��������0
�nii'i �e�tior� A VV�te� Im�Po�+sme�r� �a�� �i�
_ f W4 --I !�I/!M'W3� �OIICentS $ rT w/ V"' ��f$ D`��0� py
per Squara� Foot �
49 � � Stcrm Water Pollutlan Prevantion Plan, Complete
in Place far
' � cs In t Do1Ears & �' �j� � �Q JQi `y-�'
��.��t Cent6 3 �l
per Square Foot �
46 18D SF Cnnstruct Sidewalls Ramps par CQFW TPW S�M14
Type S Complete in place for
' r � r` �ollats & 4j� �!%
F�i �'k� Cents $ �� � _ � �� �•
� , � an
psr Ss{u�re Foa�t
45 55 5F Corlatrutt 5idewa[k Rampa per COFW �PW 5-M'14
Typa 1, Compfeta I rn Pfaoe for
[� oo�ioii
I�em A�pp€�x � �e���tp�ion of l¢�m �Igi� l�n� Ar�our�9, �
PEc. Quantit� U��i �ic� �r��� �rr�lt�n in W�aw�s Pd�� �id ,
e(Fumish arrd install, induding all appurten�rit woric, camplete in place, the following items)
43 370 SF Remove �dstin8 Concr�te Sideu�relk,
Camplete in Place for
�n�� Doliare & q J � � f � �a �✓
r r �" c�nt� � f ., .
par5quare Foot �
44 13� SF Construct 4' Std. Concrete Sidewalk,
Ccmpl�te inj�ace ior y�,
t' iJl. r pollars $ �/� , Jj n� r /
� � ,� C t� $ � � � E t��
10,OOD.04
20,OOO.DQ
SU�O'��L. -�hase � Unit 1 5ecf�qn A Watep tmprovemer►ts Base �id � Ev I� ���
�
ir�lnsfer Subfot� ��'e �id to F�hase 2 SSumvnary Paga
���
per Lump Sum '�
4B i LS Rallroad Insuwanc:s(s� as required by RailRaad Permit(s), for
�en �housand Dallars 8
NO Cents $ 10,OOQ.a� $
per Lump 5um
49 1 L.S UPRR 8 BfISF RR Fl�gmen, as ra�ulred by Permit,
�- T4�rentv ihousand aolla[s 8
Nd Cents $ 20,U+90.06 $
per �,ump Sum
{coMractar ta ba reimbvrssrl far eatua4 �rrlount che�rged by RR}
�}� � ����
Adderrdum Na. 6
r �
Ph�se �� Unit � 0 5outhside II (S�-�) Confrac4 31AdafieP �ransmEssion<14�ain
'�� �O� R�o. ��Q�, �1��ld060�'�0'4�0430, �546-07D5�01Y�3�0
lJnit 1 Section A Water Improvements Alteenate "A"
ltem Appr�ox Descr�iption of item Vili�h � Unit Amount
Na Quantity Unit Bid Ppice Written in Wortls Price . Bid _
(Furnish and instalE, inclucfing all appurtenant work, complete in place, the following iiems)
PNA9E 2 lJN1T 1 SECTIOfJ A- WATER iMPROVEMENTS
Alternat� "A" - Cancrete Water Pipe
�
I,
!
�
1a 6,933 LF
36-inch Prestresed Concrete Cyiinder Pipe,
AWWA C-3E31, Incl. Excavation, Embedment and
Backfill (D,-49), CrompleFe in P1ace, for
�ut,(� W�i�.+� �'�l �ollars &
d.l
il% cents
per L.inear Foot
$ i I �� �'� � ?��, �;�9� � �
2a 901 LF 3B-inch Prestresed Concrete Cylinder Pipe, (Sta 167+fi4.87; Hemphill)
AWWA C-301, Installed in Casing Pipe (D-49, DA-5},
Com�lete in Place, for 3
,
�
��,� _ � � �Dollars & � � � � �'
nl� cents �
3a
Q�,�,,,�� � 1]ollars & �•�
qi�
� Cents $ f �'
Aa
per Linear Fovt
100 LF 36-inch Prestresed ConcreEe Cylinder Pipe, (5ta 174�+01; MK8�T RR)
AVWUA G301, Installed in Casing �Ipe (D-49, DA-5),
Complete in Place, for � �
f
�
per Linear Foot
L5 Fittings and Specials for 36-inch and 24-inch
Concrete Water Linas (DA-38), Complete in Place for
� Dallars 8�
� 1.�� �� � , ��
�+'.=
� 1 �, �QO�
�./'� Gents $ ��l f✓�ll�. � $ �4d"j �f��� '��
er Lump Sum
I P
5a 101 �F 54" Steel Casing for 36" Concrete F'ipe, (5ka 457+64.87; HemphiN)
Instalfed by OtherThan Open Cut, Inci. Exca�atian,
� Grout, etc. (I]-80.3, DA-5), Complet� in Flace for
�� +f`{ ,�� 'f'ln.�e�v`� �15oUa s & �s,�. �7 p- ¢�
/(,�o � Cenfs $ � ��� $ � �7 `� '�''
� per Llnear Foot
I�
� r�i � ��� Addendum No. 3
�hase 2 p Unif 9��ou�hsid� I! (���6) Con4ract 3!�la�er iransmission il�ain
�8� �o. 26D�, ���i-d6Q770'f�U43D, �����070�$a97�3�0
Unit 1 Section A ldilater Improvements Alternate "�"
� Item A�prox Descpiption of Item With � � Unit Amount
Na. Quantity Unit �id Price Idllritien in IMords Pr�ice Bid
(Furnish and install, 9ncludir�g all appurtenant work, complete in place, the following items)
8a 300 LF 54" Steel Casing for 36" Concrete Pipe, (Sta 174+01; MK&T RF2)
Insialled by Other Than Qpen Cut, Incl. ExcavaEion,
Grout, etc. (D-80.3, DA-5), Complete in Place for
F� w� h,r.v�MA �i,�&ii�, �i J"' Dollars & � Q � ��:
NI.,� Cents � �✓.� � $ .��. � ��
per Linear Foot
r
'.l
�r
SUBTOTAL - Phase 2 Unit'I Section A Alternate "A" - Cpncrete Cylinder Pipe
Transfer Subtotal Alternate "A" to Phase � B-Summary Page
�H��-9
_ ��73, ���' � �`
Addendum IVo, 3
�:
Phase �� Uni� 1� Soufihside II (5��6} Con�ract 31d�a�e� Tr�ansmission h+lain
�OE No. 260�, Pl���-Ofi0770'9 �Q�30, �S4�6e0�0��4'� �'�3�D
Unit 1 Section A Water Impro�ements Altepnate "'B"
ltem A�prax � Description of ltem With Unit Amount �
No. Quantity Unit Bid F'rice Written in Words Price Bid
{Furnish and install, including all appurtenant work, complete in placs, the following items)
PHAS� 2 UNl71 SEC710N A- WATER IMPROVEM�N7S
Alternaie "B" - auctile Iron Water Pipe
t
1 b 6,933
� ��
���'� ����'
�}
� f f
�
��
j �i 1 � �.
$ , .
���
i �3 , � �a � `Q::�-
� r
�� 36-Inch Dueiile Iran Water Pipe,
Incl. �xr,avation, Embedment and Backtilf (D-49),
/C�omplete In Place, for ,�tj7r "—'
W✓ti{. � � Dallars
�1�% �',Bi1tS
per Linear Foot
�
��
� �y � n
�
��
f 2b 101 LF 3B-inch �uctile Iron Water Pipe instafled in Casing Pipe (5ta 647 -.87; Hemphill)
� (OA-5), Complete in P]ace for .-�,4,ti �.� � � � f
�iiZ 6 V d0��8f5 $c '� /
� .�/�' Cenis .-
per Linear Foot $ �
� 3b 1p0 LF 36-inch �uctile Iron WaterPipe installed In Casig��jpe (Sta 174+01; MK&T RR)
(DA-5), Complete in Place for �, �'t�� ��
�� �
1 Q,�..,�x� �����"� i,. �o��ars & I 1� p�
' �iT � Cents
' per Linear Foot � ���
�
1 �. ,
' ' �
3b 22 T� i]ucti]e or Grey lran Fittings and 5pecials far
36-inch and 24-inch �uciile Iron Water Lines (�-80.14),
Complete in Place, for
� � _ �alCents $ � $ �'���� �r
I� � ,
per Ton
4b 103 LF 48" Stee� Casing for 36" Concrete Pipe, (Sta 167+64.87; Hemphifl)
Installed by OtherThan Open Cut, Incl. Excavation,
Grout, ete. (I}-8Q.3, DA-5), Complete in Place for
�i� G�L, ��Z ��Dolkars 8� �'� -y �/� .p o
1��I1 Cents � ���• $ �v�1.��✓u .�
per Linear Foot
��i 2�o'� 0 Addendum IVo. 3
�hase 2� Unit q��outhsid� II (S�-fi) Contpacfi 3 VYater Y�ansmission f�airt
DO� iVo. �64�, Pl��-Ofidi��'f40430, P�46-OiD�B�'975324
Unit 1 Section A Water Improvements Altepnate "B"
ltem Approx Description of Item With ���� Unit Amount
No. Quanti#y Unit Bid �rice Writien in Words Price Bid
(Furnish and install, including all appurtenant work, complete in place, the following items7
5b 100 l.F 48" Steel Casing for 36" Concreta Pipe, {Sta 17a+�1; MK&T)
Installed by Other Than Dpen Cut, Incl. Excavation,
Grout, etc, (D-8D.3, �A-5), Complete in PEace foe
�1�. �y,�,���-j Dapars & r �
�/.� � cenfs $ "J ���ofi $ �,�/ ��n '�--
,�.
per Linesr Foot
Q�
- � ��� y �� �.
SU8707AL - Phase 2 lJnit 1 Section A Alternate "B" - Ductife Iron Water Pipe '= - A�
Transfer Subtofa! Alfemafe "B" #o Phase 2 B-Summary Page _ � a
i �j
I
��12 ��� 1
Addendum No. 3
[
�hase � Unit ���oufihside I1 [52-6� Cor��rac� 3�afer T'ransmissian Il�a'rn
�O� Na. 260�, �16V77�D6077014U430, �546-0?05801753�0
City-Approved Product �orm for *
� CONTRACTOR SHALI, S�L.ECT TYP� OF PIPE TO BE USED:
Water
STANDARD SP�CIFICATION NO.
� ` E1-6
E1-24
PIPE S1Z�
2" through 38"
4" through 12"
Consulk the "City of Fort Worth, Texas standard Product List" to obtain the GenericlTrade Name and the
Ma�ufacture for the pipes listed above.
�ailure to pro�ide the information required above may result in rejection of bid a� non-respansive.
Only products or methods listec� above will be allowed for use Er� this project. Any substitution shall
result in rejection of bid as non-responsive.
�H 2 ��"12 Addendum No. 3
,0�01 04.4�pm �ro��bA�50N�SA��S ¢ T�548 P.OB/Q� ��t�t
.9
pir��e �- kJniQ q 4��uthside II �S7�j ��ntract 3� IdV�t�r Yr�n��lssion �flain
D�� W�. 2���� ��T7a0���i09�0430, F'��6�a70���17��20
��ctian S - W�tee �,in� Improvem�n�
3B" �reatres�etl CanCtete Cy1lnd�r Ripe (RWWA C3o7 )
Add or 3�aBtraut far the follawing Cest Iran Plttings tncEudlr�g instelfation
8ev�lad Jainta
1° ta 6P seveled Joint S 106 . 00
�endsI
36"xt 1`,25° �end $1, �20 , aa
3���x2z.�° �end $1, Zz9 . Q4
36'k4&P B�nd �1.560.00
3a��x57.z�° I�ena $ $ .910 . OQ
35'7c�0° �and 9sZ r 5�a4.00
�",�,Qu�lirm�
�" coupl;nq sN.A.
B" COUpIIny �IV. .
12" ` Coupling � .�.
2q" I couplir►9 � A
3{" Caupjing � �50,Q0
��
6"�" raedu� � N . A .
��^xe�� Reaucsr ,�,A - y
z�ux�" . I�ed�cer �A.
36"x24' Reducer 31.440.0�
5
P" • Solicf Sleev� ' S � . � .
6" 5all� 9leeve $I� .
12" So1fQ SI�eYe �
. .
?�" 8alid SIPev� ��.,� � •
Ouilats
36"x6" Oudet �g2 � ��
s���s�� o��e� �sz, oa
�$�,�„ � out�� � � .ozo , on
�
6"x6" 7'Ee 5� � fi �
6xs^ Tee ��.A•
10"x8" � 7ee SN.A.
���x��� r� sN . A -
1�"x8" Tee �N.A.
Z4'yc24° I Te� �''� • A •
35"ac3b" � Tee �1.. Q
36'x36" iee
Cross
8"x�" Cro9s �N . A _
Pil � �^'93
Addendum No� 3
. ,.
�0/22/2001 17:28 �A� 817 232 9784 H4LFF A5SOCIAT�S
S!
, ^
.. �
�h�se �� E�ni� 1� 5�I1tFl�ide� 11 (S2�) C011��a�t � 1fV�t�p TT�11�����i�n FV��In
�e� �o. zsoa, �►�-r�-a�o��a��o�3�, �s��-a�o����7��a�
���ion A � 1�►�ier Line Im�r�d�rn�nts
List of �uciil� Ir�n �'itiings
� d� Re�uiped i�y ���7.�9 ��► t� b�� S��m���d r�i�h �id
5ize afi
No. of Fittfngs Type of We9ght �ach Total Weight
Fittings {F�►)
�
1
1
3
2
2
�
1
2
�
�s��xso°
B"xJ0°
6"
$��„
6"
3fi°x6"
8"xs�
8"x8"
12"X6"
36"
Fitiing
B�nd
Ber�d
Coupling
F�educer
5olid Sleeve
Ou#let
Tae
Tee
Tee
Plug
�F� � ��14
Fitting
i �, �
9�-
n/Ir��
��'
��1.
��
��
�R
�� 5
r�q
m
�fo, 33�-
��
�9
�-3`1 •
� aa.
��
16�
9�
a�3o
�oq� `
�j012/013
Addendum Nu. 4
�ha�e �� Unif 1- Southside II (5�96) �o��rac� 3 Wa�e� T°�ansmission �ain
D�� P�o. ��0�, �!�lio�6�i70'�40430, �S46e0�0�8�97�3�D
Unit 1 Sectioro � Sanitary Sewer ImpYo�ements
Item Approx Desc�iptian of�ltem With lJnit amaunE �
Plo. Quantity Unit �id Price Written in Words Price . Bid
(�urnish and install, including all appurtenant wark, complete i� place, the following items)
� !
7 41 LF Post-Construct9on 7elevision Inspection of 5anitary
Sewers (Q-65), Complete in Place for
�j�. DqI1arS &
�1? cents
per Linear Foot
%'� �✓
$ .-J �
SUBTOTAL - Phase 2 Unit 1 Section B- 5anitary Sewer Impro�em�nts
Transfer 5ubfotal Secfion "8" to Phase Z B-Summary Page
PH � ��� 6
� �'�---�,,�
� �, � ` / J1�
� ,6
Addendum No. 3
f l �
1
�
,
�
�i
�hase � Unit'� o Souihsid� If (S�o6) Gontr�aci 31d�afie� iransmission 1�9ain
�D� No. 2608, �'lf��i�060��0140430, ��46�0�O��D'�75320
City-Approved Praduct Form for �
��
I�
._6
�
* COAlTRACTOR SHALL SELECT TYPE QF PIF'E TO BE L1SED:
5ewer
SiAN�ARD SP�CIFICAI"IOW NO. PIPE SIZ�
.�
E1-31
�1 �25
�1-27
E1-28
� 100-2
4" thru 30"
4" fhru 15"
4" th ru 15"
18" #hru 27"
18" thru 48"
Consu�t the "City of Fort Worth, Texas standard Product List" to obtain the GenericlTrade Name and the
Man�afacture for the pipes listed aborre.
Failure to provide the information required abave may result in rejectian of bid as non-responsi�re.
Only produets or methods listed abave will he allowed for ►�se in this project. Any substitution shall
resuft ir� rejectian o� bid as non-responsive.
�H z �-�7
Addendum Na. 3
,�,
10/30/2Q01 I8:��3 FAg $17 232 9784 HA,LFF ASSDCIATES �006/011
�
Pi�A�� � - �l�ii � - ���t➢�sicle Il =S�-�j ��r�fi�e��t 3'I�a�� ir�nsr�is�i�n t9�ain '
��� W�. ����, Pld�*T7�6077���O��r ��46-�'�O��d'�76��v
� I Gl U�IT � S�CT10N G-�AVI�VIG �ECAPESTRUCiIAM
- I�� li�m Approx � ��scrfpt��n o� liem �i�F� Unlf �►�a�r�i. �
fi,em No. P1�, Q��ntl� U�i# Bid �ri6e li�rlt��n {n Ifid��ds Peic� �id
(�urnish and instafl, including al1 appurtenant woric, camplet� in p1ace, fhe fol}owir�g items)
�HA�� 2 U�11Y 7 S�G'�I�W �-�AVi[�10 i�ECOi�s�RU�iION
�
` I SP 2'l0 7 71,7U0 SY Lime 5tehilized SuEtg�de (5� 210)
� SP Compiste iq � I for
` na,�.� s a� ��
I ,�(1�J' Cents � �� � 3 5,� Dp�
' p�r Squar� Yard ,
��
I I SP 212 2 19A TN Llrrr� for Stabf Ilzatlon ot F9MAC Pa�rem�nk,
S� Complete in Pla�e farh j/'��} !.%�.'� �/'��]' �"�
° � �� �,rl/I,t.11 - DalEars 8 $ ! t�l/ �✓ % $ � %1 ts6 �C�
i � /{� Cents
per Ton
r
, � SP 312 3 9,025 5Y 5-Irrch HMAC Paving ReconshUdlon (SP 312)
p�r Figur� S-S 1�(COFV11 P1N 5pedfications)
Comp�ate in Plaoe tor '
� � vI ao�lars & j%� (� � /� o��
� Ji/r� Cents 3 i +�:� � g � (J t � �� .
� , {. per 3quere Yard
' SF' 14+� 4 S50 L� ��y� �oncreta Gu►tf e�nd Gutier (SP 104}
" , Comp[ake in Plat�eior
i � r�n,�-- ��� & j a � � �� ��-
�r� �htg � � `
per Llnear Fooi
I
i SP 315 5 3,200 LF �onslr�c# 7" Concrete Curb and [3utter (SR 318)
Compt�te !fl Plaoe Mr
I` ��.�i Dollara& �� G��'/
l !!1'� ce�$ s � 0• a 3� r� �0
per Llnear Faot
�� 5� 104 6 7,�i6 S� R�move Exrstin9 ���ete Dr�ewaYs .
(SP 104), Comple�e in P1ace for
�� ��3 Ck�llars & � � �
� ��� c��� � � $ �Q�.
per Square �nat �
�� � ��� �
��
�
Addendurrt No. 6
�
l� �
, 10/3D/2001 18:33 FAg 817 282 9784 �ALFF ASSOCIATES �1006/011
� ,
�
�bA�� � � �lr�i� 1 P �ou�H�i�� 1f [Sa-6) ��ntrac� � V���r ir�n�missi�� I�air�
�O� R�o. ����, ��7i-O6��'l�14����D, ����70���'�����0
UAIIT 9 S�C�IDA! �- PAVIN(� f�COPOS'1�3uCTID1d
�� Ikern Ap��o� �esceipfiion af I��rN 16V� ^ �I�nit � Amount �
i�cr� P�o. i�s. �uanti�y Uni4 �9d P�ic� l�d'ri%s� i� l�for�s � Pr�ce �id
! {Fumish and install, including all eppurtenant woria, complete in p�ace, !he �linwing items)
SP 5[1�4 7 2,086 5F �dnstrud 6-inah Thick Concr�tte Driveways (SP 6Q4),
Compl�te in P#ace for
�n ►�.lr I7ollera 8 �
' ,�� _ CEnis � d lN D..� $ � �j �'�' �I Ci
.rr
, per 5quere Faot
sp � aa 8 47 5Y �move Existing Concrete Valley Gutter (5P 1 �b),
�, I Complete in P/-la�ce tor
I ,i�C� r•�� Doifars 8 $ �✓ � ! !1 � ��
Jv D Cer�ts � ' . - `
� � per Square Yard
SP 504 9 67 S SY New T Goncm.�e lfalley Gutter (SP 5�4},
` ' Coertplete in �iar.� ior
i F} I i t���u-'L- Z?oElBrs & � � D�✓ $ � r � r 9�✓
�n Cents � ' r f ���
. per Sguare Ysrd
�. .
� SP 10�F �a asa sF �MpYe Ex�sifng Con�ete Sklewalk {$P 1D4),
, � Compl�te i� ��la%� for
r�Tl Dollars & �� J
'` �-�� t Cents g e � j.� �'� c.
. � �
, per Squar� �aot
il
� SP �Q4 11 114 SF Construct 4 Std. Concrete SidewaMc (SP 694},
Complete in Pl ce for
� '�/,�jWW-l� Dollars & Q�r L'�
� l IV�2 Cents � �` � r��'
p�r Squars Fnai '
I5P 10b 72 23 SF Ftemore Existinp kNU1C Driveways (SP 1UQ), _
Complete in Place far
+ � �'� Dollers d� $ � �_% $ � �!
ti
8�i� C�nts f ��
per Square �oot
{
I
�� SP �06 13 3 CY ��vel for ori�eway Yransitlan (SP 206),
Camplate Irs �lace 1'or
��r �`r�-'vl oo�rars & � � �::- �q � �'✓
' /Z�� cents $ ' � �
n
per Cubic Yard
�H � �dq 9
,4ddendurr� No. B
� I � � e
�0/30/�QO1 18:33 FAg 81i 232 978� HALPF A350CIATES 1�007/011
• J
�FI��� � � Uflit q � ��uiV�sid� II (S��fi) �a��ra�t � U�at�r� �r�t��rr�i�i�n 11��in
9A� No. 2�0�, PF��-����F@°I 4���g, P�6d01 Q�S07 ����� �
uearr � ���rio�a c - �Arn�� ��con�s��uc-r���
�P It�r� Ap�r�x D��r�ptla� af lfierw �lllil� 1]�it l�mounk� :
f�m Ido. N�. ����giir�+ ll�i4 �id ��ce �eitten in 1E�'ords �riea Bid
(�urnish and insfail, induding all appurtena�t woriz, camplete in plaoe, the foNowing itemsj
SP 3'�2 94 1.0 TN ��� NMAC �or Drlueway�'ransNlon (SP 372),
Complete an Piscoe ior
�%+Lt. � �'� Gollars � �.� or�
✓Ua ce� s l�Q, � 1��-
perTon
SP 6D� 1S 1$Q 5F ConsUuct 5idewalk Ramps per C4FlN TPW S-M14
iyp� 1(5P 504), Campiate in Pkace for
��i.l�' Oollars 8� $ } � �! �' � ��� Q�
�,.�
� Gents ` `
per 5quare Fooi
5P 312 16 15 CY B" �lex Bese tor Driveway Slap�badc (SP 342),
Compl�t� in Piac� for
f
'7�'1 � 1'� ooflars 8 CG e'.�
�� � G�� $ 3O, $ � �0'
per Cublo Yard
S� 106 17 2,525 CY UnGass"�"ied F�ccsvaibn (5P 10�, Cornp{ete in Place for
�J % /t � hallars 8
�.% Cerds � �i� �✓ �� � f/� �✓'
pat Cubic Yard �
SP 1 f12 18 2 �A Adjust Water Me6er to Grade (5F' 102j,
Complate in Plars for
Thlrhr-five p0llels 8
no Cents $ 35.00 $
per Ead�
5P 14� 1s 18 �A AdjustWaf�rVaNeta Qrade (5P 102),
Camplete ln PIaCe far
Thre� kundred Dallats &
� no Cents � 3DO.OD $
per Each
S� 102 20 7 LS M�[�elfanevus Ulility Adjustments (SP 1�
Complabe 1n P1ace for
'fen Thousand Dollars B
no Cents � S,�OU.D(l S
D
par Lump Sum
�H 2 �e��
7D.00
s,aoa.ao
5,aoa.ao
Addendum No. B
A
� ' �
� , �
V'�
� i�
� � �
�WA��. 2- Unii � a�outhside II (SZ-6j �ontract 3liila�er Transmission 1i�ain
b0� fVo. 2fi0�, �1d�dli-06Q77014�Q430, �S46-U70��0'17532D
11Nl"f 1 SECTION C- PAVING R�CONSTRUC710N
SP Item Approx � Description of Item With Unit Arrsount
item No. No. Quantity Unit Bid Price Writt�n in Words Price _ Bid
(Fumish and instafl, inckuding all appurtenant work, compiete in place, the iollowing items)
SP 116 21 33 CY Topsoil (SP 116), Complete in Pface far
Eleven Dollars 8�
no Cents
per Cubic Yard $ 1 �'�4 $
SUBT{?TAL Phase 2 Unit 1 Section C�Pa�ing Rehabilitation
7"rarrsfer Subtata! Unit 3 5ec#lorr C to F'hase 2 8-Summary Page
PE� 2 �-�1
�
363.04
$ ��o, ������
Addendum No. 3
�
PROP05AL
PHASE 2 UNIT 2 SECTION A: WATER IMPROVEMENTS
PW 53-06053Q175�30
199$ CAPYTAL IMPROVEMENTS PROJECT
CONTRACT I�iO. 23
Fagg St. (6�' Ave. to Hemphill St.)
�
�
f��;
PHA�E 2 UI�IT 2�ECTIOl� A: vVater �mprovements {Fogg �t.)
PAY APPROX. DESCRIPTION OF I�TEMS WITH SID UNIT TOTAL
ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT SID
(Furnish and install, including aII appurtenant work, complete in place the fol�awing items.
D-No. refers to related iterns in the Part D Special Conditians.)
1.
2
2,700 L.F.* 8-iz�ch Wat�r Pipe In Place;
Per Linear Faat
� �+� r Dallars lfJ
��Ii/a Cents $ ��• � $ 6"l, ��� ��
�
20 L.F. * 8-inch Duc�ile-Lron Water Pipe In Place;
Per Linear Foot
� I�''>>`t �, � Dollars qJ o.�
dP1� Cents $ �O• $ ���
3. 34 L.F.* 6-inch Water Line;
Pe� Linear Foot
��� ►�n +�T Dollars
� iJ� CentS $ � �° �.� $ ��� �.�
4. 20 L.F.* b-:tnch Ductile Tron Water Pipe;
Per Linear Foot
I ��� Dollars �� g� p�
��1,o Cents $ t $ .��a
5. 3 EA. Install Std. Fire Hydrant Assembly
(3' - 6' ury); Per Each
�� ��� � � Dollars 1q o� /�/� ��—
r � Cents $/ 4�� $� 7 V�
* Contractor must complete City Approved Product form on Page PH 2 B-27
PH 2 B-22
Addendum No. 3
PI�SE � U1�IT � SECT�U�T A; 'V4Tater Improvements {Fogg St.}
PAY APPROX. DESCRZPTION OF ITEMS WITH BID UNIT T4TAL
ITEM OUANTITY ' PRICES WRITTEN IN W�RDS PRIGE AMOUNT BID
(Furnish and instaIl, including all appurtenant work, complete in p�ace the follov�ring items.
D-No. refers to relaCed iCems in the Part D Special Conditions.} �
$. 3 V.F. Fire Hydrant Barrel Extension;
Per Vertical Foot
�� Dollars p_ o�,
ll.�a C�nts $ �• $ � • J -
7.
�
9.
, 10.
11.
4 EA
3 �A.
1.0 TN
.
3 EA
1 L•.5.
S-inch Gate Valve �vith Box;
Per Eac� � A I
�i v� � Riw��.e[
/t �.�
6-inch Gate Va�ve with BQx;
Per Each
._,_., t
�
DOIZarS 4 � Gr
Cents $ ,�4D_ $ �QQ�
Dollars
Cents $ ��Q, a� � ,�-(��� o�
Cast TronlDuctile Iran Fittings;
Pur Ton � a
? .�c ,�� �K �►q,�.,�1na,� Doliars
�/� Cents $ �-�Q�i. �� $ o� y ��. v�
Remove Existing Fire Hydrant
Assembly; Per Each t
u,� __ G� � Dollarrs � QJ p
,Dfi,r'p Gents $ % �J � _ $ � �� • �`�
Furnish and Lay 2" Pipe and Fittings far
Temporary Service Cannection for Fogg
Street; Per Lump Sum
�...,, -�'�,�„� Do�iars
�l� Cents $�� $ � �, ��� �.�
,
12.
13.
5 EA. Relo te Meter Box; Per Each
�h,r� , Dollars �� �
� Cents $ �Q� $ � 5 ��
2Ad L.F. 314-inch Copper Service for Private
Property by Licensed F1��mb�r;
Per Linear Foot
�'�-v�•�— Dollars �
�/„ Cents $ ��� �✓
PH 2 8-23
$ � �Q- '�.' �
Addendum No. 3
I t �
�
PT��E 2 U1�lIT 2�ECTTUIlT �l.: Wafer Improvements (Fogg St.}
PAY APPR4X. DESCItIPTION OF ITEMS WITH BID iJN�T TOTAL
TTEM OUANTITY PR,�CES WRiTTEN IN WORDS PRICE AMOi1NT BID
(Furnish and install, including all appurtenant wark, complete in place the following items.
D-No. refers to r�lated items in tha Part D Special Conditians,)
14. i,110 L.F. 1-inch Water Service Replacement
Copper; Per Linear Foot
�r`,� Dollars r--Q� ��
I ; ;�10 Cents $ � 6 $ � 5 ��
15. 47 EA. 1-i�ch Tap, Saddle, Stop and Fittings for
1" Water Serviee Tap to Main;
Per Each
�1� � C�ents�� � G� � 9i $ ��, a Q�� '�..,�—
j lb. 20 L.F. 1-112 inch Water Service Replacement
� Copper; Per Linear Faot
, � 1� Dollars �Y_ ,�,,,�
„�
� .�e Cents $ �� •� $ , �� :
17. 1 EA. 1-112 inch Tap, Saddle, Stop and Fittings
for 1-112" Water Service Tap tv Main;
�Pe Each
�,L,�J� Dollars �� �e�_
f/V.n, Cents $ � �Q�� $ � �Q�
18. 20 L.F. 2�itnch Water Ser�ice Replacement
� i Cvpper; P�r Linear Foot
' G�� -r.�— Dollars y,� ,,�.,�
Cents $ � $ �� P'
19. 2 EA. 2-inch Tap, Saddle, Stop and Fittings for
2" Water Service Tap to Main;
Pe�Each
. . � (� ,� � Dollars ��
I � � �'.� Cents $ ) �7�a $ ��0� �
, i 20. 10 EA. 1-inch Tap, Saddle, Stop and Fittings for
,, Bullhead Service Tap to Main;
Per Each
��,�-e•� ��Dollars �� oa
r , �I1'�► Cents $ ��•J� $ %��� �_
i�
0
�
PH 2 B-24 Addendum No. 3
P�T.4.SE 2 iJ1�TIT 2,�ECTYO�d A: �Vater �mpxovements (�ogg St.}
PAY APPR�X. DESCItIPTI4N �F rTEMS WITH BID UI�1IT TUTAL
ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant work, corr;plete in place the foilowing items.
D-No. re%rs to related items in the Part D Special Conditians.)
21. 47 EA. Class "A" Meter Box;
Pex Each
�` -G+�,vr p ollars
,�% � Cents $ �� � $ d� J� �� °�
2�. 3 EA. Class "B" Meter Box;
Per Each '��
� Doll�rs Qr n�y
�� Cents $ '� � � $ �f�
�
f
�
23.
24.
25.
` 26
�
�
i 27
10 EA
10 C.Y.
10 C.Y.
Class "C" Meter Box for Bullhead
Service;
Per Each �
� � ' � Dallars �/� � � ��� ��
� Cents $ E.-�-- $
Class "B" (2540 psi} Concrete for
Misc. Placement;
Per Cubic Yard
� Dollars �n �� � fl
� Cents $ �� $ '�
Washed Rock (1/2" to ].-1/2") for
Misc. Placement;
Pex Cubic Yard
� Dollars �,G� .,,�
�� Cents $ I _ $ ��
10 C.Y. Crushed Limestone for Misc.
Placeme�t;
Per Cubic Yard
�
Dollars �
Cents $ �, � $ f�. ��
,
3,800 L.F. Temporary Pavement Repair;
Per Linear Foot
�
Dollars �.� m e�
c� Cents $ � $ .��, L/���
PH 2 B-25
Addendurn No. 3
� �
PHASE � iJ1VIT � SECT�4N A: Water Improvements {Fogg St.)
PAY APPROX. DESC�IPTXON OF ITEMS WITH BID iJNIT TOTAL
ITEM OUANTITY PRICES WR�TTEN IN WORDS PRICE AMOLTNT BID
' {Furnish and install, incIuding al! app�arkenant work, cozx�.plete in place the fallowing iCetns.
. D-No. re£ers to related items in the Part D Special CQnditions.)
28. 24 S.Y. 2" H.M.A.C. O�erlay w{ Wedge Milling
per Figure 2000-i;
Per Sc}uare Yar�
c�1 }�.*� Dollars p� Q ��_
�� � ��mt� �,�D � l y y.
� 29. 1D0 L.F. Trench Safety System for Trench
Depth 5' and Grreater as directed
i by Engineer;
� Per Linear Faat
, p��� _ Dallars �f ��
�r� Cents $ � $ ���
3D. 20 L.F. b-inch D.I.P. Sanztary Sewer Pipe in Place;
Per Linear Foot
�i .�'�A Dollars � �� f�Q�, Q�
.�%n � CeI1tS � � ' �
31, l0U L.F. Remove Concrete Curb & Gutter;
Per Linear Foot
��
� ,^-� Dollars ���. �
�,� n Cents $ � $ �r��-
32. 50 L.F. P�rmanent Asphalt Pavement Repair per
Figures 2000-1, 4B, �W as dir�cted
By Engineer,
Per Linear oQt
r � �� Dallars / A'-� /� ��
�/� Cents $ F�Q' $ ���W` �
, TQTAL AMOiJllTT BID:
' ; PHASE � UhTIT � SECTI011T A �WATER IMPROVEMENTS (Fogg St.) $ ,��1-lC�QJ - ��
--
� 1�OTE
� Foarward Total to Bid Summary on �age Phase 2 B�Summary
�
PH 2 B-2b
Addendum No. 3
1�
I
PROPOSAL
PHASE 2 iTNIT � SECTION C: PAVING iMPRQVEII�IENTS TIPW No.: C11�02011509�115
1998 CAPTTAL IMPROVEMEIiiTS PROJECT
C�NTRACT NO. 2�
Fogg St. {6'� Ave. to Hemphill St.)
PI�.ASE 2 LT1�T�T ��E�TION C: Concrete I�aving Improvements (Fog� St.)
PAY S�'EC APPR4X. DESCRIPTiON Ok" ITEMS �TH BID LJIVIT TOTAL
ITEM ITEM Oi1ANTITY PRICES WRITTEN IN WORD� PRICE AM�UNT BID
(Furnish and install, including aIl appurtenant work, complete in place the following items.)
1. 104 2,264 L.F. Remo�e Curb and Gutter;
S.P. Per Linea� Foot
��►.,�-"� DoU.ars � �,
1Un Cents $ �' $ � '� ��r
2.
3.
,�
,
4.
104 5,800 S.F. Remove Existing Concrete Driveways;
S.P. Per Square Foot
�11.� Dollars r��
�r`�\ C�ACS � p
�
104 12,400 S.F. Remave Existing Concrete Sidewalfes;
S.P. Leadwalks & Wheelchair Ramps;
Per Square Foot
s� Doliars c��'�
, � { C�nts $ .
�06 3,000 C.Y. Unclassifaed Street Excavation;
S.P. Per Cubic Yaxd
� r ��
$ � ���' ��
� � ��� A�
� Dollars o� m�
�+V'� . Cents $ f .� $ ��j, �+�i''D�
5.
212 9,�650 S.Y. 6-inch Lime Stabilized Subgrade
S.P. %r Fogg St. {6'� Ave, to Ilemphill);
Per Square Yard
4 l� .�''�-�.—� Doliars � g,�
d(1'rr Cents $ -
� ��, �5 � ��-
6. 210 169 TN. Lirne for Subgrade Stabilizativn;
S.P. Per Tan
Q�- . � Dolla�s J �,
� _ Cents $ � ��, Q'� $ / �1 ��� ��
. ,
PH 2 B-28 Addendum No. 3
�r
I
PROPOSAL
PHASE � UNTT � SECTION C: PAVING IMPROVEMENTS TIPW No.: C11�42011509511�
1998 CAPITAL IMPROVEMENTS PROJECT
C011iTRACT I+iO. �3
Fogg St. (6`� A�e. to Hemphill St.)
�
I
�
PHA�E 2 UI�iIT � SECTIOl� C: Concrel�e Paving Improv�ments {Fogg St.)
PAY SPEC APPR�X. DESCRIPTION OF �TEMS WITH BID UNIT TOTAL
ITEM ITEM OUANTITY PRICES WRITTEN IN WORDS PRICE AM4UN'I' BID.
{Furnish and install, including all appurtenant wor�, compiete in pIace the following iterns.)
1. 104 2,264 L.F. Remove Curb and Gutter;
S.P. Per Linear Foot
� �� Dollars �y
/{!� Cents $ �' � $ � �J` �4 ; �
2. 1Q4 5,800 S.F. Remove Existing Concrete Dri�veways;
S.P. Per Square Faot
�1'� Dollars y� � ��� c��
i�f`�F Cents $ F _ $
�
4
5.
1�
106
S.P.
212
S.P.
_
a �� � � ��� ��
� p� �„
� � $ T ��Q �
� ,�~�L� Dollars �a� ��i
d�o C�nts $ �� $ �-�i �� �
�
12,400 S.F. Remove Existing Concz�ete Sidewalks;
Leadwaiks & Wheel.chair Ramps;
Per Square Foot
� s7 Dollars
r .,�;(.��� Cents $
3,000 C.Y. Unclassified Street Excavation;
Per C�bic Yard
� j ��.,,.1_ _ __ Dollars
�1/'� . Cents $
9,650 S. Y. 6-inch Lime Stabilized Subgrad�
for Fogg St. (6`� Ave. to Hemphill};
Per Square Yard
,
6. 214 lb9 �'N. Lime far Subgrade Stabilization;
S.P. Pe�r Ton
,�dl,� . Dollars ,, t,�-
� cents $ f �J�� �.:� � ��, �011
� PH 2 B-28 Addendum No. 3
,�
f ��
PHASE � Ul`b�'I' � SEC�'�O�T �: Concrete Paving Improvements (�og� St.)
PAY SPEC APPR4X. DESCRIPTIOl�i OF ITEMS WITH BID UNIT TOTAL
ITEM ITEM OUANTITY PRICES WRITTEN Il�i WORDS PRICE AMDUNT BID
(Furnish and install, including all appurtenant work, complete in place the follovving items.)
7. 314 9,30d S,Y. 6-inch Reinforced Concrete Pavement;
S.P. Per Sc�uare Yard
`� �n�' Dollars /
ed/.� '� _ CeIItS $ � �y �� $ ��d� s �0� QJ
S. S.P. 1.1,00D L.F. Silicone 7oint Sealant;
Per Linear Foot
�1%!� Dollars �, ��
--l��r- Cents $ ,� �� $ �� �'�•
9. 314 5,247 L.F. Construct 7" Concrete Curb;
S.P. Per Linear Foot
r � Centsrs $ � �� � �� � �L��y Or
1Q. 504 19,500 S.F. Construct 4" Canc. SidewalklLeadwalks
S.P. and Wheel C�aair Ramps;
Per Square Foot
��, Dollars � r� �,�;=
i'.,� Cents $ � j $ ��> '���'
�
11. 5D4 �0 S.F. Construct Concrete Steps, As Directed
S.P, by Engi�r; Per Square Foot
Dallars �. �. ��
l v � Cents $ ��� $ g�D°
12. 504
S.P.
13. 312
S.P.
8,$QO S.F. Construct 6" Cancrete Driveway;
Per Squaze oot
� ��{,r/ Dollars ��
r�.� Cents $ �:
1
170 TN b" H.M.A.C. Transition Pavement
(Type D); Per Ton
��
� � ,6�� �,_
�,? � �i u�-� Dollars ��� r�
; � ,�'�'o Cents $ �. �% � $ 1 �� �� �
� 14. 312 250 SY. 5" Flex Base Driveway as Directed by
�� S.P. Engineer; Per Square Yard
Dollars Q�y nr,
�c� _ cents $ 7. $ 1 i �J �� �
PH 2 B- 29
Addendum No . 3
4 . 1'
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tl�a�ei�n ex�re�s�d �md s� iha ca�saci�y 4hegeis� siate�.
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P��E 2 iT�T 2 SECTIO� C: Concrete Pa�ing Ymprovements (Fogg St.)
PAY SPEC APPROX. DESCRIPTION 4F �TEMS WITH BID UNIT TpTAL
ITEM ITEM OUANTITY PRXCES WRITTEN IN WORDS PRICE AMOUNT BID
(Furnish and install, including all appurtenant vvork, coxnplete in place the following items.)
7. 314 9,300 S.Y. b-inch Reinforced Concr�te Pavement;
S.P. Per Squarre Yard
`� DoIlars o� / a�
� Cents $ ,��� $ ��k�,� 0��
S. S.P. 11,000 L.F. Silicone 3oint Sealant;
P�r Linear Foot
/�� Dollars ; �
-{�,�--�- Cents $ � �' $ 79 �''�� v�
9. 314 5,247 L.F. Construct 7" Concrete Curb;
S.P. Per Linear Foat
Dollars �� p�
� A Cents $ �� $ f � � ����•
10.
11.
5D4 14,5fl0 S.F. Construct 4" Canc. �idewalklLeadwalks
S.P. and Whee1 Chair Ramps;
Per Square Foot
��, Dollars y r�i � ���! `n;�
�`.G Cents $ � � $ � �
_�
SQ�L 40 S.F. Construct Cancrete Steps, As Directed
S.P. by En.g'�e r; Per Square Faot
I Dallars �. F� ,��
� v � Cents $ ��,. $ ���°
12. SQ4
S.P.
13. 312
S.P.
8,8Q0 S.F. Construct 6" Concrete Driveway;
Per Square�oot
� �,t,� Dollars � �
�r*� Cents $ �:
1
170 TN b" H.M.A.C. Transi�ian Pavement
(Type D); Per Ton
$ ,� �1 ��� �..r-
�-�,a�" �i u�. Dollars
�fr� Cents $ ?j� � ��, $ % ,�� 7� � �o�
14. 312 2S0 SY. 6" Flex Base Driveway as Directed by
S,P, Engineer; Per Square Yard
�r+ziv� Dollars � ,��
if../� Cents $ % $�1 i �J ��
PH 2 B- 29
Addendum No. 3
PI�1��E 2 i.T�T � SECT��1� C: Concrete Paving Imp�rovements (Fogg St.)
PAY SPEC APPR4X. DESCR.IPTION OF ITEMS WJTH BID UNiT TOTAL
ITEM ITEM OUANTITY PRICES V�RITTEN IN WORDS PRICE AMOUNT BID
(�urnish and install, including alI appurtenant work, complete in place the following items.)
15. 102 2 EA. Adjust Manhole to Grade;
S. P. Per Each C��
Three Hundred Fiftv Dollars � . '�
,� o= � p a
No C�nts � y �� $ � _
16.
� �ao.oa
102 1D EA
S.P.
17. 102 54 EA.
S.P.
,-
i� �
' 18. 102 1 L.S.
S.P.
��
�
�
1
�
19. S00 200 L.F.
S.P.
20. 116 30 C.Y.
S.P.
�1. S.P. 2 EA.
22. S.P. 2 EA.
Adjust Water Valve to Grade;
Per Each
Three Hundred Dollars
No Cents $ 300.00 $ 3000.00
Adjust Water Meter Boxes to
Grade; Per Each
Thirtv- five Dollars
No Cents $ 35.Od $ 1.890.00
Miscellaneous Utility Adjustments;
Per Lurnp Sum
Ten Thausand Dollars
rro ce�t� � io.000.00 � ia.000.oa
5" Pipe Subdrain As Direeted by
Engin�er; Per �,inear Faot
'aL� �;�,�i�(. Dollars �p �� % �� _
� � Cellts $ 0 � � $ 1 �OQ .,�
�
Topsoil, As Directed by Engineer;
Per Crxbic Yard
Eleven Dallars
No Cents $ 11.00 $ 330.00
Brick Mailbox Remo�al and
Replacement (See sheet #U2-8);
Per Each
� f �,,� .,,�� Dollars o�� a
v / Cents $ � Q�: $ �f ��F �
Praject Designation Sig ; Per Each
Q„�,r �,�,,� ��� Dallars v �� a�
�� Cents $ l ��• $ ����
PH 2 B� 3Q Ac�dendum Na 3
PI�SE 2 U�T Z SECTY(71�1 C: Concrete Paving �mprovements (Fog� �t.)
PAY SPEC APPROX. D�SCRIPTIQN 4E XTEMS WITH BID U1VIT TOTAL
ITEM ITEM OiIANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID
{Fumish and install, including a�l appurtenant work, complete in place the following items.)
23. S.P. 50 L.F. Remove Existing 4' Chain Link
Fence; Per Linear Foot
"T�.�— Dollarrs
�
�Vi� Cents $ 3-G $ � �1 �- �J
2�. S.P. Sp L.F. Replac� 4' Chain Link Fence at
Property Line as Directed by Engineer;
Per Linear Foot
� Dollars p� ��
/�� Cents $ �� $ � � �s
25. S.P. 150 L.F. Remove and Dispose af Existin.g
Railroad Ties;
� Per Linear Foot
�-- Dallars
�'.i
�/d� Cents $ l � $ ] ��� �'�
, 26. S.P. 2 EA.
� 2�. 518 3Q C.Y.
' S.P.
28. S.P. 1QQ L.F
Concrete ManhoIe Collars, As
Directed by En�inee ; Par Each
�_._ � �� ��, Dollars _ A� ��
�1� Cents $ �j � �b $ ��Q�
Concrete Retaining Wall, As Directed
by Engin�er (See Plan Sheets #U2-$ & U2-12);
Per Cu�bi Yard
� �
�,N� �i��c, Dol�ars
l�10 Cents $ a � �! �:✓ $ ,% �7 �Q� ���
Construct '1-inch Concrete Curb and
18-inch Concxete Gutter �ar Crossing
Streets As Directed by Engineer;
Per Linear Foot
��r�l��l� Doliars
�!�► C�nts $
�� , a� � � yll� �..�
TQTAL AlYiOi]1l�T BID:
PHASE 2 LTl�IIT 2 SECTIOliT C— FOGG ST. PAVING IMPROVEMENTS $�� � J�����'�.� ��
(Forwaxd Tota.l to Phase 2 B-Sumrnary)
I��
PH 2 B- 31 Addendum No. 3
O
�
�'HAS� 2
5ta.113�01.�9 to 5ta.183�19.�8 (36" Id�L}
Southside tl I�date� Tea�srr�ission i�ain Contract 3- Alt. "A" Unit 9 Section A
799� C!R �poject -�agg St�ee# (6t[� to Hemphill)
UNtT 1-Sau�hside ll fS 2-6) Contrack 3 Transmission Main
TOTAL Base Bfd Unit 1 5ection A- Water Llne Improvements
SW8707A1. l�nit 1 Saction A- Water Line Impro�emeats Alternate "A" - Concrete Water Pipe
TOTAL Unit 7 5ectlon B- 5an1lary Sewer Impra�ernents
TQtAI. Unit 1 Sectian C- Paving Reconstructlon (Rehabllitationj
iOTAL Unit 1 Southside II Gontract 3 Water Transmission Main
(Sectivn A Alt "A", 3ection B, Sectian C�
UNIT a-1998 CIP Proiect - Foqq Street {Bth to Hemphill)
TOTAL Unit � 5ectlan A- Water Llna Improverne�ts
T07AL Unit 2 Sectlon B- Sanitary Sewer Imprvvemants- NONE
TO7AL Unit 2 5ectlon C- Paving Reconstructlon
TOTAL Unit 2 9998 C1P Proiect - Foqa Street f�ections A. B& C1
GRAND T�YAL {Unit 1 Section A�CItePnateA. 5ection B. Section C)
Unit 1 Section A,4lternate A, Section"Fi, Section C
�nit � Section A, Section B, Section C
V!l�rl //��:
7 � � . � 7l�.r ��
����' �1y
���y ���. �
1. � �g,�� y. p�
1�1��03, �;-
._ � �
7��t ��� s��
�j4�.�i ,•���Os�
�
� � 5 ��, �-1� 71 �.�
T31i: slaRp,nrs�rk w�� E�re,��rf�d �:l�Grlric,� skat�ti7Rl C�tst esl:rrr�l2 FaC�r.kis;�s_ Il i3 urr�arstaod ancE at�ree�l N}�I Ifti.y
�, �' 1� �.�o1�r.�lirrl=Fka {}�ti1y, dnd a�l�l C:���ine�r��ll�ll o�nkltir, I'i�bl�+ tt� C?V.'F��r or !� � i�l�d p�rty for �t�'� f���l��re ro a��airafaly
^`�1ii71EitR ifir� r,r.�wr ri� if�u �rrnj�ct. �r �ny xs:�ca {�,n€�;�rf
-�7[�ta�;,.fn[ Uni� 1' w+�r� �rouidod hy Fi:��fP J��snci=�'�s,1n[;.
�� , i . '
.Toka� , f�rr lMlt � w[rC �rovid��l Gy rar�gs�o, �,I,;I� qn� P�.ritisn;, ir1C,
Phase a B-Summary {U7 Alt A, U2) Addendum No. 3
�
I
'C �
p��s� a
Sta.113�01.59 to Sta. 1�3�99.28 (36" WL)
Southside 111l9latep �pansmissiort AAain Contract 3- A1t. "B" Unit 1 5ection �►
199� CiP Project -�ogg Stpeet �6th to Hemp�illj
IJNIT 1- Southsicfe II fS 2-61 Contract 3 T'ransmission Main �,j} ry �;L
TOTAL 8ase Bid Unit 9 5ection A- Water Line Improvements �j 7 1�� 1�•
f� sPs� � r, -� �';��
SUBTO7AL Unit 1 5ec#ion A- Water Li�e impro�ements Altemate "B" - aucti}e Iron Pi�se 7��% ���� 1�f`� �'
TOTAL Unit 1 5ection B- Sanitary Sewer Improvements
TOTAL Unit 1 Seclfon C- Pa�kng Reconstructlon (Reha6ilitatianj
TOT'AL Uni# 1 5authside 11 Contract 3 Water Transm9ssion Main
(Section A Alt "a", SecGon 6, 5ectivn Cj
lJNIT 2- 4998 CIP Proiect- Foca4 5treet [Bth to Memohi[I1
7pTAt Unit 2 5ectfon A- Water Llne Improvements
TOTAL Unit 2 Section B- Sanitary 5ewar Impravements- NONE
TOTAL Unit 2 Section C- Paving FtecqrtstructEan
TOTAE. Unit 2 7998 C1P Proieet - Foun 5treat [Sections A. B& C1
GRAND TQTAL
Unit 4 Section �, Alternate�, Section B, Section C
Unit a Section A, �1'"an S, Sectian C
����` ��
�L _ ���s � 7�, "•.�
�`���j ���' � � e `-"�
�
�
� ��'1,.� Q3 a �
J � +
I�J I ���� a�
� � �7� �'��, °�-
�
fl�
�r���j a�
���
�� ������
i+iis i�::al�jr�i=-rs� �+�s �,repared utdUing .,��rFdar{i c�st askir����a paac�:�+�s. It i; �an�1^_rsknoc: anss a�rer� thaE th�s
;!> [ipl l���k��r��t�� uriiy, aini3 fh7� Crrg>r�etr �h�il nat �e i�ah'3 fa ��wnsr or lo a ini:d ��arly for ar}� f�;laii�e !o �cc�r�=o1y
c��tinr��a klra ra:;4 ��i 11�c: �rcjocl, ur a��y p���i kl�e�eu�,
"�`or�s�� :o+ lJ�tit f ws,rc pr�vido�i �y I�lal:i �ssoU�ales, In� �
7olals �+�i Uirs! 2 w�r� �arc�vi�l�-cl I�y fpagsi�, N�II �r�ci Peikirti� 1���.
- - -'� �� �- . - -'�Ra�"���,,i.t•�''1R,�� r., , ��.t�` y., . . �i;
F�hase 2 B-Summary (U9 Alt B, lla)
Addendurn No. 3
PHASE 2 PART B- PR�P�SAI. (Cont.)
Within ten (10) days after �otification by the C�y, the undersigned will execute khe fiormal contrsct
and will deliver an approved Surety Bond and such other bonds as required by t�e Contract
Doc�tments, for the fai#hful performance of this Contract. The attached bid security in the amaunt
af 5% is to became the property of ti�e City of Fort Worth, Texas, in the event the contract and
bond or bonds are not executed and delivered within the time above set fort� as liquidated
c�amages for the delay and additional work caused thereby.
The undersigned bidc�er certified that he has obtained at least one set of the General Canfiract
Dacuments and General Specificatians for Water D�partrnent Projects dated January 1, �978, and
that he has read and thoroughly understar►ds a11 the rec��irements and conditians o� those Ga�eral
Documents, and the specifc Contract Doeuments and appurter�ant plans.
` The undersigned assures that its employees and applicants for emplayment and those of ar�y
,-- fabar organizatio�, subcontractars, or employment agency in eifher furnishing or referrirg
� employee applicants to the undersigr�ed are not discriminated against as prohibited by t�e terms af
� City Ordinance No. 7278 as amended by the City Or�inance Na. 7400.
7'he Bidder agrees to begin construction within 10 calendar days after issue of the work order,
and to complete the cor�tract within 280 working days a�ter beginning construction as set forkh in
the written order ta be furnished by the Owner.
Consteucfion Sequencing ar�d campletion dates:
Phase �: Sta. 1'�3f�09.59 to Sia. 'i�3Y99.�8 (3G" Id�aterTransmission liflain)
The Bicfder agrees to complete the Phase 2 contract within 280 worki�g days from the issua�ce
af the work order. The P�tase 2 contract shall include the Unit 2 Sections A, B, a�d C 1998 C1P
Project — Fogg Street, tne 36" water transmission main and parallel 8" and 12" water lines (Unit
1 Section A), the miscellaneous sanitary sewer replacements (Unit 1 Section 6), and the
pavement rehabilitation (Unit 1 Section C} complete in place and operational. Upon review ofi
the bids, the City reserves the right ta issue the construction start dat� no later than May 1, 2002.
Phases 1 and 3, Unit 1, Sections A, B, and C and Unit 3 5ections A, B, and C shall be bid as
separate contracfs.
In Phase 2, terrzparary trench repair as noted o� the plans shall be an ongoing effort; at r�o tEme
shall any of the proposed water I�na leac! ihe completed temporary trench repair by a distance af
more than 4D0 linear feet, or as statet! in the traffc con#rol plan and as ad�ised by Enginee�.
Temporary Pavement Repair shall be maintained, repaired andlar ��plac�d as required by the City
of Fort Wo�h throughout the ��ngth of the project until Permane�t Pavement is put in place.
Y
�H a ��32
Addencfum No. 3
�
I14� �O RT�,R�T
If the certificate holder is an ADDITIONAL INSUREQ, the pplicy(ies) must be endorsed. A statement
, on this certificate does not confer rights ta the certificate holder in lieu of such endarsement(s}.
If SUBROGATIO�I IS WAIVED, subject to the terms and condi#ions of the policy, certain po�icies may
require an endorsement. A s#atement on this certificate does not confer rights to the certificate
holder in lieu of such endarsement(s).
I �7 E-��] ��l fi�iT�7
The Certificate of Insurance on the re�erse side of this form does no# conskituke a contract between
the issuing insurer{s), autharized representative or producer, and the certifrcate holder, nar does it
affirmatively or negatively ame�d, exiend ar alter the coverage afforded by the polfcies listed thereon.
ACORD 25-5 (7197)
PERFORMAI+ICE BOND
Bond Na 89801338
�� s�rA� o� �r�xp►s
COUNTY OF TARKANT §
KNQW ALL BY THESE PRESENTS: That we (1) TRI-TECH CONSTRUCTION. INC. a(2)
CORPORATION of TEXAS, herein�ftex call Princspal, and {3) Vis�ilant Insurance Co. 8� Federal Insurance Co. a
carpnratinn argani�d and existing vnder ti�e t�ws a£ the State amd fu�ly authorized to transact business in the State
of T�xas, as Surety, are hald and firmly bound untn the City of Fo�t Worth, a mutticipal corparation organized and
existing under the laws of the State of Texas, hereimafter called Owner, in the penal sum of:
TW� MILLION FIVE HUNDRED TWLNTY-FOUR THOUSAND TWO �1C)NDR�D SEVENTY-TWO
ANDN0/100 .....................................................................................................................
(�Z,5Z4,2��.001 Dallars in iawful moncy of the United States, to he paid in �'art Worth, Tarrant County, Texas, for
the payment of which sutn well and truly be made, we hereby bind ourselves, onr heirs, exeontors, administrators
aad successors, jointly and se�erally, firmly by these presents.
THE CONDI'TION OF THIS of QBLIGA'I'I�N is such that W�ereas, the Principal entered into a cerrain
contract with the City of Fart Worth, tt�e Owmer, dated th� n� _�� a capy of which is hereto
attached and ma�e a part heraof, for the co�►struction of:
COI�ISTRUCTION OF THE SOUTHSIDE II (SZ-Gl G'�NTRACT 3 WATER TRANSMISSIOI�[ MAIN. PHASE 2
designated as Projeci No. (s} PW77-Ob47q014Q430/PS46-Oi0�80Y953�0/PW53-06053017550D/PS58-
0705801;46401CI1S�-0�0115040575, a copy of which contract is hereby attachad, re%rreci ta, and made a part
hereof as fully and to the sxme extent as if copied at lengtl� herein, s�ch project and construction being hereinafter
zeferred ta as the "work".
NOW THEREFOItE, if the Principal sball weZl, truly, and faithfully perForm the work in accordance with
;� the plans, specifea�ons, and contract documents during the original tenm thereaf, and any extensions thereof which
, may ba granted by the Owner, with or withant notice to the Surety, and if he shaU satasfy a(1 claiuns and demands
incurred under such cor�Uract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffar by reason of failure to do so, and shall raimburse and repay the Owrier all outlay and expetase
i�, which the Owner may incur in making good any default, then this obligation shaIl be vaid; otherwise to reiaais� in
full farce and effect.
PROVIDED FURTHER, Ehat if any lega! actian �led upon this bond, venue shall iie in Tarrant County,
State of Texas.
AND PROVIDED FURTHEA, that the said Surety, for value reeeived, hereby stipulates and agrees that na
e` chaage, extension of time, aIteration or additioQ to the terms of the contract or to th� work to be performed
� thereun.der or t�e specificatians accompanying the same shall �iri any wise affect its obligations on this bnnd, and it
� daes hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
I to the wark ar t� the speelficatian�s.
IN WITNESS VI��E�tEQF this instrum.ent is executed in 10 eounterparts each one of which shall he
deemed an origin is t�e. o�, 1 _�nnt.
AT'�EST: ' L� �� � �
(Prin.cipai) Secretary
�;QNSTRUCT[QN, .
,s�? IDI�.. �
BY: r�wr� �/{/I% il �A' (/
Title: president �1
(SEAL} ll33 E. LOOP 820 5.
FORT WORTA. TX 76112
` � �if.rlr.�u., �rpr,�.�
�
Wi es as to P' ' al
l f�/� /;� �,�i� � �����
�� ddress
. ATTEST:
(Surefy) Secretxry
��
i
� i
� �
:6
,L
���)
. � � ��
itness as to ety
P. Box 8720, ort Worth, Texas 76124
(Address) .
ViGILAN�' INSURA�lCE COMPANY
FEDERAL #NSURAIVCE COMPANY
BY: �� Surety
�Q�- Z - ��
Tamara E. Murray (Attomey-in-fact) (�
P.O. 8ax 1615
Warren, NJ 07061
(Address}
NOTE: Date ofBond �nust not be
prior to date of Contract
(1) Correct Nanne af Cantractor
(2} A Cozparation, a Partaaership or aa
Individual, as case may be
(3) Corsect name of Surefy
(4) Iicontractar is Partnership all
Partners should execute Bond
{5) A true cnQy of Power of Attorney
sha11 be attach�d to Band hy
Attomey-in-Fact..
d
�
�YPO12TA1lTT 1�OTICE
To obtain information or make a complaint:
You may contact the Texas Department of Insurance to obtain information on
companies, caverages, ri�hts or complaints at:
1-500-252-3439
You may write the Texas D�partment of Insurance at:
P.O. Box �49104
Austin, Texas 78�1.4-9].04
Fax # (512) 475-1771
P1iEI�Iil1�C OR CLAII�I DISPYJTES
The address of the sur�ty company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Znsurance at the above number.
Should you have a dispute concerning your premiium or about a claim, you
should contact the agent or the company firs�. If the dispute is not resolved, you
may contac� the Texas Department of Insurance.
ATTACH THIS l�TOTICE TO X�UR SO1�D
i, This notice is for inforrnation only and does not become a part o�r condition of the
; attached do�ument. This n�tice is giv'en to compty with Se�tion 2253.(}48, Texas
Governrnent Code and Section 53.202, Texas Property Code effective September
l. , �001.
.�
PAYMENT BOND
Band No. 89801338
THE STAT� 4F T�XAS §
COUNTY QF TARRANT §
� I KNOW ALL MEN BY THESE.PRESENTS: Tlaat we (1) TRI-TECH CONSTRUCTION. INC. a(2}
of Corporation Tarrant Caut�ty, hereina�ter call Principal, azld (3) y14�lant Insurance Co. $ Fe�al 1ns..f:�_ , a
•� corporaiion organized and existing euider the laws of the Sfate NY & IN and fully auti�orized to transact business in
#he Skaie of Texas, as Sutety, arc held and firmly bound unto the City of Fort Worth, a municipal corpnration
� organized and existing u�der the laws o€ the State of Texas, hereistafter called Owner, and tmta all person, #'iums, and
corporations who may furnish materials for, ar perform la6or apon, the building or improvemenYs herainafter
!� referred to in the peQal sum of :
1` TWO MILLI�N FIVE HUNDRED TWENTY-FOUR THOUSAND TWO HUNDRED SEVENTY-'�'WO
ANDNOI100 ............................................................................................................................
($2,�24,2'�2.001 Dollars in lawfi�l money of the United 5tates Eo be paid in Fart Worth, Tarrant County, Texas, for
the payment of whiah sum wi11 and truly be made, we hereby bind ourselves, ouc heirs, executors, adzuinastrators
and successors, jointly and severally, iirmly by �Yiese presents.
THE GONDTTION OF THIS OBLIGATIpN is such that whereas, the Prmcipal entered icito a certain
coutract with the City of Fort Vf/orth, the Owner, dated the day a -- '�D. , 2001 a copy of which
is hereto attached and made a part thereof, for tk�e cansideration of::
COI�ISTRi3CTION OF THE �OUTHSIDE II fS2-6] CONTRACT 3 WAT'ER TRANSMISSCON MACN. PHASE 2
designated as Prnject No. (s) PW77-D6D77014U430/PS96-07D580175320/PW�3-U605301.iS500lPS58-
0'�05801'�454U/C1i5-020115040575. a copy ofwhich is hereto attached, refenred to, and made a part hereof as ful[y
and to the same extent as if copied at lestgth heroin, such project and construction 6eing hereinafter referred to as fhe
"wark".
� NQW THEREFOR�, the condition of this obligation is such that, if the Principal shall promptIy make
�, f payment to all claimants as defiined in Chapter 2253, Texas Government Code, supplying labor and materials in the
i � prosecution of the work pravided for in said Contract, then this obligation shall ba null and void, ntherwise it shall
remain in fuII farce and effect.
.� �
THE BOND IS MADL AND ENTERED into solely for the protection af all clai�nants supplying labor and
material in the prosecuiiQn of the work pravided Par in said Gontzaot, as clairnants are defined in said Chapter 2253,
and aIl such claimants shall have a direct rigt�t of aation under the bond as provided in Chapter 2253, Texas
Go�e�ment Code.
� I PROVTDED FURTHBR, that if any regal action be itled npon this bond, �renue shall lie in Tarrant County,
Texas, State of Texas, and that the said 5urety, for �alue received, hereby stipulates and agrees that no change,
. extension of time, alteration or additioo ta the terms of the contract or to the work to be performed thereunder or the
i I specification accompanying the same skzall in any wise aifeat its abligation on this bnnd, aad it daes hereby waiva
notice af any such change, extension of time, altexation or addition to the terms of the contract or to the worl� or the
specifications.
PROVIDED FURTHEIi, tlaat no final setElement between the Owncr and the Cnntractor shall al�ridge the ;
right of any beneficiary hereunder whose claim shall 6e unsatisfied. .
IN WITNESS U4THEREOF, this instnunent is executed in 10 n uri erparts each one nf which shall 6e
deemed an original, this the day of _ A.D., 2U01.
TRI TEG �iSTI� O . INC.
ATTEST: �� �� PRINCIP
BY:
Title: President �
(Principal) Secratary 1133 E. LOOP S20 S.
FORT WORTH. TX 7G112 (SEAL)
(Address)
ViGILANT INSURANCE COMPANY
�� I INCI IRANCF CC]MPANY
Witness as to Principal Surety
� BY• �Iit,Q,c�, �l
� �. �--C'`L.��� (Atxorney-in-fact (5
Address � � Tamara E. Murray
ATCEST:
(Address)
j �, {Surety} Secretary P.O. 6ox 1615
Warren, N.i 07081
• . (Acidress}
1 f (SBAL) N01'E: Datc of Bond must not be prior to date
� of contrack
{1) Cotrcct Name of Contractor
{2) A Carporation, a Partnership or an
I�dir+idnal, as case may be
{3j Correct name of 5urety
. ' (4) . If contractor is Partnership aIl
. Part�ners shorzld execute Bond
(5} A true copy of Powar of At�ornay
shall be attached to Bond by
Aitorneq-in-Fact..
I
(Aaaress}
MAINTENANCE BOND
THE ST'ATE OF TEXAS § Bond Na. 89801338
COUN�'Y 0�' TARRANT �
KNOW ALL MBN BY THESE PRESENTS: That (1) TRI-TECH CONS3'RUCTION. INC. as Principal,
acting herein by and through {2)�n Wood� its duly authorized Pres3dent and
(3) Viailant Insurance Co. & Federal Insurance Co. a corporation Organized under the laws of the State qf NY & IN as
surety, do hereby aGlcaowledge themsel�es to be held and bound ko pay unto the Gity of Fort Worth, A Municipa!
Cocporation, chartered by virtue of Consritution and laws of the State of Texas, at Fort Worth, in Tarrant County,
Texas the su�n of
TWO 1VIILLION F`xV� HUNDRED TWENTY�FOUR THOUSAND TWO HUNDRED SEVENTY-TWO
ANDND/1D0 .....................................................................................................................
(�2.524.272.OQ1 in law£u! money of the Uniied States, for the payment nf which sum well and Iruly be made unto
said Gity o£ Fari Wortl� and its successors, said Contractor and surety do here6y bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and savarally.
This a6ligation is conditioned, however; that,
WHEREAS, tlie Principal has eniered into a ceriain contirract with the City of Fort Wortlt, dated the
day of -�, „ ��e performance of the %Ilowing described public rv�ork and the construction af khe
follnwin� de3�r��d�pub7i�amprovements:
CONSTRUCTIOI�i OF THE S�U'i'HSIDE II fS2-61 CON'I'RACT 3 WA'T�R 1'RANSNII53TON MAIN. �EIAS� 2
a11 of sa►n.e being referred to herein and in said contract as the Wnrk and being dasignated as project PW77-
06077U1404301�S4G-4iil5$Ol'�S3ZO/PW53-Q6U�3�19s�00/P558-0'i0580I74640/C116-0201150�40575 and said
contract, including a�l of the specifications, eondi�ions and writtan instruments referred to therein as contract
documents beang hereby incoz'porated herein 6y reference For all purposes and made a part �ereo� the same as if seC
or�t verbatim herein; and ,
WFI�REAS, in said Contract, Contractor hinds itself to usa such materials and to so construct the werk that
it wiil remain. in good repa�r and condition for and during the period One f1l Year after the data af the final
acceptance of the wark by the City; and
WHEREAS, said Contractor binds itself to tnaintain said work in go4d zepair and condi#ion for said term of
One f1] Year: and,
� . V�IEREAS, said Con�actor binds itself to repair or reconstruct the work in whole vr in part at a�y time
!, within said periad, if in th� opinion of the Director of the Water Depart�nent of the City of Fort Worth, it be
necessary; and, �
WHEREAS, said Cantractor binds iiself, upon recaiving notice of the need thereiare ta repair or
reconstruci said work as herein provided.
NOW TI�REFORE, i� said Cantractor shall keep and perform its said agreement to maintain, repair or
r�consiruct said work i�a accordance with alI the terms and conditions of said Contract, these�aresenis shall be n.ull
and void, and have no force or effect. Otherwise this Bond sha116e and renaain in fuil force and effect, and said City
shal! have and recaver fram the said Contractor and its surety damagea in the prernises prescribed 6y said Contract.
This obiagation shall be eontinuing one and successive recoveries may �e had �ereon for successi�e breaches �ntil
tk�e full amount hereaf is exhausted.
WIiE?REA3, a3l parties covenant and agree that if any legal activn be filed upon this bond, venv� shalI iie in
Tazrant County, Texas; and,
IN WTTNESS WH�R�QF. thi� insgvmet►t is executed in 10 caunterparts, each nne af which shaIl be
deemed an oclginal, dated ,_ i � _
ATTEST:
� I � d
� (Principal) 5ecretary
'� � (5eal}
,�
��� ��
Witness as to Principal
' � �����
(Address)
� r ATTEST:
(Surety) Secretary
(SEAL)
��� �
P BoX $72 ess as tn Surety
Fort Wor�h, Texas 76124
TRI-
BY:
Title: Presidenf
INC.
1133 E. LOOP 820 S.
�oRT woRTx. Tx ����2
Address)
VI ILANT INSUftANCE COMPANY
F�D RAL INSURANCE C�MPANY
BY: 5`�'• I7�.L.ui��
Tarnara . i��,r � a�Attorney-in-fact) (5)
P.O. Box'{615, Warren, NJ Q706
(Address)
NOTE: Date of Bond must not be przor to
date of Contract
(1 } Correct Name of Contractor
(2) A Corporation, a part�nership ar azi-
Individual, as case may be
(3) Correct nama nf 5urety
(4) If Contractor is Partnetslvp all
Partners shouId execute Bond
(5) A true copy of Power of At�orney
shall be attxched to Bond by
Attorney-in-Fact.
���11�A�� P'�'1�/��3 �e�ter�l ��u��r���� ��p�o�q� d1t�r�,o ���+�y 19���a��e�t�t
�����/ �� 1ii�f��r� Ins��r�c� ��rra�s��y �� �lo�an��ira IOi�r ���d
�'PT�B���tP ��6�6� I�s�err��� �tro��n�3f �F���, i� Oi'4�9
iUr�r �� T4� P�s, i7� F� �E �1�1�64�if, an dd+an� �, q�9�.�'I' I��l�dC� ��P� � Plewr Vcr4c
�on� �nd �iaC�F3C q�'�!➢�it' �A�1PY�f� � t�!'�s4n �tiao, da eacte herx�y �u4� arod ���€nt �yle W s S�eeney ,
Charl�s D, Sweeney, Bomby �a Mayo and Tamara Eo Murray of For� TdorCh, Texas-----------
e�ci� �a ��r tn� arx9 lavyrul ,�3tarresy-ieo-F� to �xut� u,rod�r �ch d�ignati�n i� 4t� et�e�ea �rod 40 ��c theEr c�4e �Is fa arrd �fi�x� !mr �rsd
r�f �is�lr'�alt � au�c4y ahere4r, a� atPseaerais�. �cr,d� a�sd ure�� ard a'�r �rrit;r� e�i�jat�ry i� rhe n�Pe �{a�,r�x �a bal �D g4t�n
��ecut�d in 4h� ccrur�s oE �usinsss, ��ery 6�um� ��r9dir� a3 aMerivag 4�h� a�m�m. � cans�n4s Ra i!u �il�tla� o► a�lter�tl�n e� s�;y
ir►�nua�t�! reQ�rre� to in �ald bari� or �liga�[a�. .
�� 9�irtae�s 4At�a��T, said � �l7� �ti�ps�ll, � ➢{H�U,l�� ��li,�tf� �rod ��� �Ell9W9�f G�IA�l�dY tra� �aeh
a�ut�a and �ttes� 4� P� �� ��d �ir �ag� �ea7s � t�i� �. 5 th �daq o f ldovem r, 19 9 9
��/ i �
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giAYE C� �VEVI� JESdSEY �
Ce�rnly al Scme�..*! �.
Ga 4his 15 thdaq d Noe�m17 e r 9 19 9 4 .�ars oeds. � A1mlarq Pubtn� el T�r �ey�� �a�h eaze�a Konnm�h C. iVNmnd�aE, Oo rtas [ma+mo 90 �
FIsBi54anQ �crmQauy a+1 FEDER�4t W51i6�&lYYCE COAIl��APYY. �d7Gll./�l'�f �dC� CtSlfP��Y, arod PACI� IPdDEb�NNil"Y Cal�JPAPdY. 4h� eempanias u�o.�
�etA�n7 9te� faragoing �a� �f ,�fornoy� med 4he aai� lCerues8l C, t9lfernd�i �n� � m�� d� stbom, dEd d�� �� � tha1➢� is P+ssisPariF Sasrel�nr aP FE�EiL4L
Rd5URP�JCE C�,�,y'P. VIf3EL.66�lT IPISU�� C7d�ANaMY, arr� F�BY�dFlyD IV�@�+li1'Y CCx�1PA1Mg �d � BPaa cu�acYaC� a�al� tl�daml. YAat �hs ae�l� s�fPocs� io
th� 4orspoing Pc�r o� �Y4�moy arm asoc@i corg4r�m s�Ja and,ar� i�m4o aflrro� � auLba�iy a14h� � er aaod canp�n?�a: �rod ahae ha a.�gn�a saia Ao�usr of
AtPanray �s P�si�n4 Sae►elaeY a�J aaid Comp�►� !�y 16ke autleQn'� ersd 4P� �es 6s acqu�inYe� a�PP� �Fran� �. �s�lr.on. arnl Ovra�nes hien 4o h� lixa P�sldmrA a! �id
Cam�anies� mnd t�ari �fis eipnaou� of Fran�s €. l3e9�srtaa�� au�sd Pa �d � a4B�itoraas+�r i� in tFw+ �nuiar� handwrainp mf �r� �. Robe�so4 � r� 4ha�a3o
�ut�ribed 2� �W9tcrqy oP a� AY-�� � Go d�epoaoe�'a prma�sce.
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C�T�OCATU�I
Ett?rdCt 4rmni 4he By-L ar�s o7 F��E63A� 1�15URAAIC� C,�IAAPd1A9Y,1AGl�n�lT iPdSUAf1�LC C01�9Pt48NY, � RdACIFfC 11d�E01Atd1lY CpVIAPAMY:
�AlI � af attam�y !or � on �eflal� af tlr� CcmP��41 �Y a�+6 �a ��c�e� i� �e �aan� �et� on �h�fi o� 4Ps� CamPaEy� eiEh�r bq ih+s
Chairesiart eP 4h� Pr�s�dent o� a N3� P�msid�n4 0► � Rlsai�tard Y�ce Pre�id�rd, la'iettiy v�ith 4ha S�ry ar � lA�s�4artit S�re4ary, �arad� 4heir
a+espes4ive d�signaBans. i�e signalu�e o1 �ttch �4Pl�t� r�y/ �e e�Fa�ed. Pri�d ar it�9r�pPs�d. Yf� si�nature oP �acP� a4 4t� 4aflarmyi�g
o4e'�cers: C�airmaro, Pr�s�rtt, atr� Yr� Presid�4, �� Assfs4ant NEc� �resi�er� �l �N� �►9l A�ia�ne Secr�ry arr� 4he seal o� Phe
Gampany may 6e �tPrae� by [�csirtu7e Do ar�y p�rer nf �tiaen�r ai 4� any eer#ifiic-a¢� r�4ing fl�Re a�irding �ssistartE 5�r�aries �r
.�t4a�rn�ys-iri-Fac4 9�r purpo�s nnly ar �utirsg ��ti�iraq bonds ar� ur��cvia�vrr� � o�oax+,�riFing� c�hg�4ory'r� 4he nacur� th�reof, and
a�ngr such pa+�er a( attomegr or c�rtificat� b�ri�g �lch �imi6� sigrt�har� or Pacsirn� saal shall be er�l[d as�d binding upan !he Company and
ariy su�h �are�r �o exeaat�d ar� czrSi�i�d � such Fa�irta(Ee � and P�sEmIEa �al �N b� dal� �nd binding upon 4t� C�npany vr�fh
�p�ci ta arn+ boe�d or und�rt�lqng 4a e�fi�h it is �as�se�'
I, Kenne4h C. UN�nd�l� dlsslsPat� S�refary of FF,DEI3A� �N��1�AIC� CORAPA6VY, VIGILAB+17 f�dSUR�iNCE CO�11P,q�Y, �d PACI�IC 1�3DEA9PIIYY
COVWP��dY (4he °Cam�an��j do F�r�by e�rtify ShaR
(i� 4h� 4or�oing e�act af 4Pis 8y-l.a+�s �4 th� Camp�qi� i� tr►� and corcect,
(� �e Cain� are d�y � ar9d a� ig ��o�j/ d� � aQ 50 a8 Phe ffn�ed Stat� a6 � and ihe D}�hic4 a�
cn+�umt� a�d ���€d kq rhe tl. 5. �r�ry 4�trro�uK 4�r, FaQ�t arid r/�Ot are 5�d a� p�rPn f�'soo �d sFs� u. s. v'ugi�
151at�, and F�al ��d � Arrv�4� �rro�� C�s1, ar�d �1 aS �s Proa�roc�s oP Can� �t Pr�ce Ede�rd Is�d; arod
(ii� 4he Poregoing �as�ner at AEfam�y! 1� feus, carrec4 �es� � fu� f� � e�i�4.
GN�n under my hand an� seals ol said Con�anies aR AM�, P!J 4hi� � day of �� �,% � ��1 i�) Z ,
��� ��v 5��c
� �' �,����s��� �f' ��,
�o �S ! � s�
5�e � ~ d � �j
��_ �
f
v� t � �ei � a' �
0 ��fA@��` �1fCei15��' ��'giy1f13��
. Kenrse4h C_ 35Pi!lendel, �,ssistar�t Secretary
a�v T�� ���� va� r�v�sH �o t�o�i� a�� o� �a ��,��. �r��as�r �a�� ����tv�ri��� o� ���s �o�� o�
�fOilrY l.�S �F AN�I OY�i�� ➢�ATT�, r�L�A�E CO�ITAC�' !1S �4T AD�R�SS �9ST�D ���VE, �� '�Y
Tel�phone (9U�) �a3�34�5 �ax (9f}8) 903-3G56 �-rnail: sure�y�cBrubb.com
�s.,aaazs �a. a.� co�.s�rer
The Contract�r hereby agrees to commence work wi#hin ten (10) days after �lie date �ovritten
notice to do so shall have been given to him, and to substantially complete same within the tune stated in
the proposal.
The Owner agrees to pay the contractor in current funds for the perfarmance of the contract in
accordance with the Proposal submitted therefore, subject to additions and deductions, as provided ir� the
Contract Documents and all appraved modifications thereof, and to make paym�nt on account thereof as
provided therein.
IN WITNESS WI�REOF, the Parties tn these presents have executed tl�is Contract in i0 counterparts in
the year and say first above written.
Cii�+ of Fart V4'orth, Texas (Owner ,
�a � �th Fi t part
.
BY: N �� ��� .
AS�T. City Manager
TRI-TECH CONSTRUCTION, INC.
1133 E. LOOP 82U 5.
` f FORT V�Q�TH, TX �611�
' I� Contract�r
. I By:
� Title: �j9.Q �j�
CW
A P OVED:
o (�. i !� `; � . f�=r�� �a A. s,"�.-4'� � B -
A. Douglas Rademaker, P.E. Director
Departinent oi Engineering
CW
,f�
AT`TEST:
D�t�?
WITNESSES:
" y' '` �z
�- ,��'-
. � t . � _ �
-T ...-_
City Secretary
^� -� 1����
Contrac'� Authorizat�an
{Seal) � ��
� J -- --- � —
i�
i' ; � �� �,
A ved Farm and Legality:
�.
Ass�. City Attorney
�''�����.�Q G�[��u�D
,��, �G��
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1
Sk'i:[:IAL
It��4'€7�LiC'i']�31� �f0 #3lL�D�f�S
{����1'W}
l_ l3� D S[.CU}tl'CY: C'a�l3ict's cltwck ur an .iccc}s�abk�: b��1�cr's L3ont� �nvFt�,le �cF �ltc Ci�y u� l�or� V4'ortl,,
iar �E�r �i�iu��tt uf rau� ]�ss �13an t�ve (i9/¢�1 ��er cr,rn uf11�c �oKa1 c�f Glti� bir� 511�7C]lIIIL'� ifYLESC SC�:UI11�i21ClV Ifll:
I�o,�, 3J3i� �5 SU��tC! !O �€I!'FL'kl kR it�C GVL'fYS CI1C SIICCE€'ST31G Ilj[I�Cf fp I�� tp L'1CGuiL' ��5: L'Urit�ll�.� {�uC�iJ311:J3I3
wirltitrr Een ( I{lj rJdys oftei� �l�e c�,i�t3�nct Ir:�s been .�+w�ir�t;�,
7'n be an acc�pkakFle s�rety nn �he bancl, t. I) kl�e n;�me o#� tFae s+�rci}� =�1a41! hc i�1clt�ck�.cl r,n tit� currei3r
�J_�. �E`rcasury. nr {?} fii�e ���rety rnaM�[ havc c:e}�i�;�l iiTi� tilEi"�iIU�; ec�u.�l t,a �e� 1 i�,�cs th� li��rit oF rhe l7antl.
"C1sc sure�y inust i�e iicenscd �a acr h��sine�s in kltc w�:�1e ol�-['cx�s. �rl►� ���rs�unr c�Ftitie h�rr�cl slra�f no[
exc�.e-r] ifre a1�3nunl shoxvn on 13ta Creusury I itil �xr rar�c-lenllti ( lll0� tlti� �sstgl ca��t�l �nd sur}rC�ss,
PAY!19CI�'+�' �3DIVD AN� i'E:l�l•'(lC����r\�iCl'. 4��I�C�: ���YC' S11L`LL'ySCIiI Fi�i��iC L'fjl4f]ji� in4� � �on�r,��t
Crsr �E�� xvurk �viil h� r�.�luireci �o givc the City s��reiy ii� �� s�Grz� c��u�til �n �h� 's171�CFLICjC U� �It� C4Ftlit�dL'k
iwyr+��:�l, l�y �his c�nrfccr�a�i, �he s�a+,:cessF�al hicfr.ler slyt�iE kre rc��uared �n f'��ntiis]� a}�+:�forroti��i�ce bnn�i ��s
�v�!! �s �ti,ry�rrtent b+�nrl, biFtlr in ry��irn �{�i1;�j �n Ilt� am���inE oF`i1�c ci.ri3�r,«i :1k4'ill'4CCff C�ISC Fr�iysi �x skir
l�or�d 5�7�11 he �5 i�erai� p�nvi€��.t� uncl nc� wur�ty� 5h.;�ll �7c ���tpl3bl� �s� Ils� C`iE}�, r�ll I�ors��s lirmi�he[I
ltere���sr�er s�nrsll rnccl [fr�: r�:�7�i�e�Tr�:n�s nl'Artscl� 5�6fM ot rl�e ILevised �ovil S�a�s��es vf-�exas, �s
��nen+�cd.
liY U�+�cE Fo1' o si�rtilv t{� �� acCtpt�h![: to llle Cily, (1 � tl�� 3����tc oC' iitc st�i�cty sJtalC I>e �i�ciude� an ��a
�k�rra�3t �J_S_ Tr�.s�sury List o!' Acccp�t�blc �ur�:lics {Cl��cular 870). or (?} �Eac sureiy n�4�st 1�av� c�p�tnl
;u�ci surpCus eqt��l tu tcii Gitr�es t1�� �n�nra�4 n�tlx� I�cFn�i. Tli� sure�y ��Es� b� lic�.,Es�� tu [Ju b�su�css In
�lre �I��e ol-i'ex��s. 'fhv �amr��ink r,� �he bond sha11 n�� e�:ccuck t}i� ni3ic�uitii st�u�v�s o�ti shc Ti�lstsry Eis:� or
rrn�;-kerfll7 ( I f 1{1) crf Ihe lcr��l �3�i1�E1 alt�i sioi��lt�., 1f rckiys�r�itce is rc�Gki iE�d. 11�c com�aa��� �w�ri�iok� tl�c
e�insueanc� m;�st 4�� a�thurir.cd. Kccfedi�ed or �rus[e�d rs� t�n I����int�s irr Tesas_
N�r s��resies w�l I be ��cer1ec� by th� (:it�� x�rh��:kr 3fC ilI t�1C I1Il1C hiY ��ti�li�t �C C��j1�1L�I�Bfk# OTY EkRy �rnrl�� br
kv}�ic� aFe i�tt��steci i�� a�y Istigati�n a�ai�st tlte Cit}r. �C�nk� Id �ny s��rety 4rn �he cnn�rnr:t bc de��r�ninctl
unsatisfactory aR aitiy time hy Rhe Cir}r, r�otice v�+ill he �ivcn t� tie ���r�tr��lof i� thai et'{wtt art�i taye
c�nrr�ctar s1�a11 i��edia�ely ��rr�v��lc d new surci}� sr�tssfnc�ury tn tf::� � ity,
]�' �hc �on�ract btr,uuEt� ls in cx��ss of �2�.�100 a Pa}+m��! Fion�i �Eial I l�c cxec�letJ, �n �I�� autiaut�� of [Fre
��r�ract, sul�ly for [l�c prot�ctian of nl� ci;�imtMni:s stsJ��lvEng labnr a�n�i �,�atcr«ls in �1�c �rt+seculioi� t+f
�]y� vvcark,
�f �h� cnn�ra�.l nrnot���t is i� �xccss of �l0�},�U{l, � peffar��r�sro�c F3o�i�1 sh�i;l k�e ex��;4�t�,l, in tff� �,�rtt�a�i��
vf t�e cnn�r�,ct �onc�'rtiot�ecl t,i� rire F:�tt�Fii I�5err'�ei�ance �s�� rh� �vnr�: in �cc��rcl��ticc �aitlt �]�c pl?1#lti,
sp{cilic�tior�s, 8f1� CQfk�fi3Ct 4�OCpill�fl�3, �i3kfi F}[1R� SE1R�i if1jC��' �C f�i}C If14 F1YCII�CS1[}i1 UFiI1� C�I��f Of���f51'I
W arl l�.
3. Lf�Tfi}f�T�[l D�51ri�C'�E�: �l�1ic� (:antract�r's u�tci�tro�ti i� callecC to Pa�r t. item 8. �ar,���.����h 8.fr. t�f'
�I�� 44C'ieatrral Prs}uisiiEn�"of �]�c �tanilao��l tipectF�c��iurts far �onsia�x�ca ion a�il�e �i�y cx� F«r� Wurtir,
Tcxa,�, con�c�ir�g Ilu,uisJutc�l �a�tiages fai� l�te co3�rplctir�� oF�rr��ect�,
d, AI�iFS1C�[ilT�': C�� C1�5r t)Fallt�ii�kllE]� UI 3���k of cl�am�ss in sas�ting pr�t=cs �r� �1ti� prrr��osal, t17c C.EI}�
��'S�`CV�*S l�C r1�+�Y� Cil kkc�C1�#C I�l� i1545C Si�VaitlCi7��0115 C4fIS#fklC�lClfl �}4�fe{1� 141 ��IC �9k�1 OY Cu iG]CCl S�LC
prn�oti�l,
5. L�M ['L�YIV1�f�'r: r113 b�d�ers wi1] be rec�uircd �c� ccrm�,l�� wi�1� Ci�y �rcli�i�n�� �o. 727�i as a�nendcd
ls� C:itv C�r+lint�i��� No, 7-i00 {Torx Wnrth �i�y �ad� Scc<<c�n 13-A-31 ��t��au�h 13-a-2tl} }�ralyibi��ng
�lis�:rinrinatioa� in c��kc,�yRnenk pra�kaces.
�1dt��ndurn k�a, 3
Cx, 1VACi: RA"I'E5: ��rsioi� 8,R t�f [he �R.�ncl[trc� ��r�ciFlCCt1a0r15 I'UI' 41C�:ct iYf��I S�f}�Tfi F}F+�111 x.,�Sll5�C'lIL'CI[S�t
is �lele�eck and repl�ce� �� itl� �17e 1i�114�kvin��'
{a� �]�Pi�. +:ur�tractor shail com�ly xvi�1� .�11 r«Gu ircnoci�t3 csF C.ha�r�er''�58, TC�5J3� {xl]YCRk3114�13t CCi(��,
ir�clu,�'rr�� tlo� �R}�Fl3�`RC E}f Il�� Ic�s lF��n C�1E I'�7tes [f�tCi'fl7Jt3C� I};� lI3C �ltv (=nurrtil bj� I�C C]Cy OF I'C}f[
bVsx�rt�� t� bw t�4 �G�vaelin� }vas8e ratLs irs ��:�:or��n�:� }viil� �lti�pC�.r 2? S�, Tcxris {.Govcr��i�ie�y� �acic,
���cfr prcv�iGn� wk�ie r;��cs u�c in�lurlecl ir� �hr;s� con�ra�4 duc{Min�nl.c.
fb} �T'he eon�r,a�inr skr��11, Sor:� ��e��intl uf�iir�e (s� �+�iICS �£1��p\VIIl� iI]L' {i�jlC 4tl�f�tiCL'�IiI�IC� C1FihS'
�vp��, n�;�i�l�ilti F�:�n�xCS Ihr�t sjia�IV {l} t�k� il�itic �ii1cG OCCl1�7�G14it [►I �;1C�1 k�'Or�tir �lri�rj4����r� Ixy �h�
cnn��r.ticror ir� ��� �¢nL���cti�rn a�tf�e wo�k pravi�ed f,�r in fltiis cnmrl��; �n�! (i'rl �31e ilCfkJsS� �1k[ CII�[11
+vahew p;ud E� c�ch xvorkcr_ '['I�ese record� s1ti,��1 be ��,�f1 �# 1�� fen�,�m,rf}fC f�CrLIC3 Cue in���c�tinn hy t�rc
�i[y. Tlsc provisions of tBc spec�a! �rawision title� "Ri�ftt tc� A�r�it'' pc.r3:�iti ta tl��s ins�+c:�:�iian,
(��j 'J'!�a �uuuactc�r sltial� includc in i�s sulsc�irtr�cts �:tcUur s]�alE uilf�r}vir;e s�cc�uirc �Il af. iRs
sui�caiyu�ac�ors �o corn�ly wviik� p�ra�sapl�� (o) a,�if (bj F�bra��e_
(sl} ��+ith ca�a� �r��r�i;{I }�ayik�riii eslii7r��[c aar �a��}��n�l �ri«�E, svlriCllc:vcr i5 1�;55, �n ;il-�ici;evh �tutin�
ih�f lft� cr.u�lr{ictut l�rts com��lied �vi�h 1he rfquirtn3��nt� c�!' C�t��ptcr ?'�523. Tex��s Cinv� rn���caoi ��s,l�.
[�1 �he cc�mr�c�❑r �N<<I1 post tlsc preti�ai G�� wage fia��� ir, 3 cnns�+icucs��s �lac� �7s �1G� �iae nf �he
prn��ct u[ :�I1 ii��tcs,
Sec��on 8.'� af �he Stor�d�rcE ���cil�ea�icrtr� #'or Slrcex and tikorni f]rain �onssruct�a�k fs Isereby €lel�ted,
7, 1��VANC�A1_� �TA'I'�MGNT: ��urrent s�.erEilie�l ��isar�cii�l ��z�t�,���,ti� rrE,�y bc rcy�iirc�i kty #I�e
J>�1���ri�enf s,f-Fn�irtcctin� i#'rt�luired fur s,s�: by tl�e �I'rY {7� FC:1��]` 14+01�T'll ir� rjetcrniininp t]�c
�suc�essS�ul bislsley_ �I'k�is til.��e��ieaM�, IFe�C�+�irecJ, i� �t� b� �'rr�p:��'4c! by ai� ikrdc�en�kca�4 �'�I�It� 11�:cou�y�n��[
!t�ldi�ag a va�id ��ermit is�ue� b� a� �ppeopri�E� S��te Liccrising �ge��y,
R. IN�ffRr�NCr: Wirl7in �en ( i(}) �kaya r�f'rcwei�rt crf nn���c t�f a�ti��fci c�f' �:r.,rsrrac�. xiie �«nir��t�,r n�us�
providc, F��0�3� W15�] �?L�C��tC� Ga�lC+�ct cEoct��nents ri[l� t�p�rO�Ck;]t� �OI1C�S, �arnof nl' i�rsi�r:�rttie For
1�or�;�r's �ornpe�is��i«n ar�d C��tsprcErenskve Ger�eriE Liahiliry (�odily �nj�ry-�?�{1.Q{�I� eac� ��rson,
S5Q0.�(�� ���� c�cct�rrc�ce; Yruper[y [}arnnge -��00,0�J�1 c��1� o�curre�,ce}, 'I�he �:�ty e�serve� �he ri�ltit
�o rcquest :iny utEf�r insurnnce ca��era�is ns n�oy ht �ec�a� ircd by �;,c�� �i�d�vt�iaka� prn��ct,
��_ A1)DI'I�iONAL 1l�Sl�ltAI�CC RCC�U[1���.1�1LN1'S:
zt "€'I�� Ci4y. i1� asl-lic�i's, cinpliMyrca an� servar�ts shr�1� he cr�d�ri�ed a�; a�r addi�ionf�l ai�s�i�d {3a�
C�,ntra�:tor'� ir����rNn�c polici4�s cxcej�a ing ern�loy�r's laahal��y ir��urt�i3�e cuvte��c undc� Gwur#���ur's
�vnr�;e�s' cc�mpcn��too�i i�is{ir:u�c� p��licy,
4_ {..[:fi1C]Cfl�CS Of lI75i1CdT3C� 5�3�I l�L' dL'IIYtFLx� te� �he City �f 1�nrt Wnrtn, cnntract {{�o�,inisRritur in �he
respcctive dep<<rtm�n� a� ��,c�i�tcd in �#ee �id c�oc�uot�ertes�. I�[�tM Tl�a�acE�mr�rkon *.�'tr��t, 1=or� Ws�rMh, '['�
7C�lf�?, �ri+�r to �amrncr3cerncr�� oF►vork �i� �F�e co��tracted pro��ct,
c, A��y� f�il��r� on pstr� ak` the C:ity �o rcque:;� reqt�ired ins��r��n�c �1❑�e,r��en�a�is�tt sl��l1 not cae�sti�ut� a
waiwer of tii� inst�r�r�ea eeyu�r�t�tciits sp�rific� l�tr�3n,
d. Eacl� insurRnc:c pr��ocy shall b; ers�ic�rsed ta �3rnvide lhe �ily �t m ir�i�n�i�n �Itiriy cE�oys aroi icc t;f
canc��lation, nc}n��cr�eu�a�, arrdlor r���seeia! chs�nwe in p�aa�y �c�ms s�r cn�er.s�e, A terr d�y� nr�l'rce shrti�l
be a�ce�xs�b�e in �Ete cv�:rr� o�'ito��-pa�i�tent af �rem�t�ati,
�'
Arl�ei��lw�� 1V�. 3
e, Cnsurers m�s� be 3ushnria�d to d�r hustness i� rhe S�ate nf Texas €�rsd hx�ve a c�rr�u� A,h7. kle��
f.�sin� r�f A; VII �,r eqs�iti�r��+:nr mcr�s,f�rc f�C �I1ne�Ckill Rif�flglll dT1L� 50fveai�}�.
�. f�cd��c�ihle lirnit�s, ��f selt-tianticd �ter�lion lirnik�, Of1 l'lii;Fl j1(1IIC�' I11lFSl Y]{iC C�CC$C� �I�},0�{i,QQ p��
{}CiLlff�ilL'C LJ177Ctiti S1�i1LF]"W]i� J3�7�11'{}V�CC I}V illt C'itv,
�. {}l�ticfl�ebi5 4VOrIC�f'S CURlp�ritiseai[�Ij lu4ura�oicc, ira Iletr{]1'IC�II�ilit�nfll �n511��llCC, Ci�y rn��y ca��+�i�Lf
altcrn;t� iv� cckver�gc t�r rts�s trca� is�catt rncasures � hrc��o�l� idsut�irC:� pu�3s or ��isk eet��tic�� gro�o�s, 7��c
C,�Cy r�tiuw! s��3�r�vc in writirt� �ny �Ei�rnF�ltVe �:aaw�s:f���-
I;. Wurl�t��s' con�pensniinn i�rst�ra�ce policv�sj coverir��� en���loyces enr�lnyed on �I�e �mjec:� �h:�l I he
cnd�rs�-d wiift �, wa�ver ot'skibr���fio�� �rc�vi�li�r� ri�t�ts ot'rccovc��}� i�� ft�vcs1� trFthe Gi�y.
M, City si�all �04 �c respor�slb�� for Rhc dif�c� payn�cn� oi tn���rur��e pa�c:�,i�3�� �4��t� for eo�uractur's
Id1SkJC2!l1C�-
j. C�,tor.rac�ai�'s it3�sir��i�c �ulicirs slrnl I cac�l� l,c cndursct� ts� �rr{switlr �]�a�1 sucn ii�soie�nGe is }�a�irnary
pr���cc� ian anc� �ny sr.if-iifitded crr cainrn�r�ia� covcr��c �sr«inlaiiiec! LF�� City sh�ll no� !�e tialle�l «�,❑n ic�
��nRicril3riae �o �nss recow�er}�.
k. I n �?t� +:t�urs� ol' II7�: �unjc�E, C:[Fntratilor tihull repia�, iM 2� � irreei,}� ii�t«n�r, to �:�[y's oF�tci;�Cl}�
d�si�rrmrd coi3tr�c� atlm itris�rator ai�y k�owir Inss accurr�rrce whifil� cotGl41 gi}�e rise Rn n I iabil��y cl�im
or la;vsuiR or w�ich ca��ld res��lt in a pres�ert�r lass.
�=uot�rackur's Ciabili�y sir�ll n�� b� luni[;.�d �o tlt�. sp�cific�i �n�autkts of io7sur�otcc r4r���i���l k,�eei�.
n3_ lJ�c�� ilir r�yue�l s}l�C'ity, Coa�tra�frFr 5h�ll �ir��vdd�: c{sa��pia�c cc3�i�.s �rl`��Il io��urf��xs;u }airlicie�
et�EEiiret! by �f7e�c �:[F»tr,�t;l �iu�u�ot�r�ts.
i c�. ,�c�r��xrs�n�:, ��r �������: ����,t��,r �{, ���;� ��: �u � �. �[-�x�ts l�eviSeJ t;ivil 41;�ttikles,. the (-.ilv �rf }'�r�
'rVortly wi]! �ot a�Yarrl this can�r:�c� ts+ n r��r,ti resicle�yfi ba�lcler f�r�Cess ���e nnnre,i�er�t'� b�� i.5 ���wcr 11t:��ti
�Ete Jo��'ess iric� siahn� itt�ci hy s ri��c�n��hle �exas re�i�icns biricler I�p• Rhe �nm� :rr�srun� th�it �-fexas
�esicie�wt kriddcr tiL��,ulck bL rcqu�red �,� �,ndcr��d �+ ttonresictent bidd�r �o o�tr�iu a co�yrpar�ble conrrmct �r�
tlt� s�ate in x�fri�ls tl7e floitiresi�e�tiR's p�ii�cipal pl�ce af busiiyess i� �r�ca�ecl_
"ikl[�rkf��it�c��l bid�lEr" rncar�s :� k�i�idef kwfi�xse �yrirpcip�l �7Fact o1 l�u�in�wS iti nul qn IhiS s��l�, b�[
r�clu��es a c{}��t�u�.�srr �whas� ultinsu«. p�r�.ari c«n��r;��ty «r majurity uk4��f�r hf�s i�s }���Jn�lpal pl���e of
hu�ine�5 i�� ihix ����c.
����1`�xes residei�t I�idder" mea�s ��icEder �v�ros� �+rincipal p��ce of'��isir�sss is i� ahi�s w����, Knd irf�lt�sJe�
:� co�tr�csar wl�r�s� nlrin��te pflr�n! c�rm�any �r m��jariEy ov.�ner hr�s ��� �rir����al p1�ce nF b�siness irr
Ihis slate.
T4�is p��ovisicsri du�t rio� apply il'�Iris cr,�r�r;,ct i�vc�lves tcc�er�l fi�itids,
��c �, pr«��r��te biauks oftl�e k'rupusr+] �trust bt: �tllcd u�i[ I�J�� t�l] �u��k r�si�it.n� bidd�es iat urt�Lr F�}f i�s ��t�
i�, mec� tia�cci�ic�t�or�s_ 'f�s� f�ilure o�'a �7onE•csident ca�i�t��actor ta d� �� �Mi]i SklJIOl11�4d�R��� �k"a�u�lif�
iki��� hE�ld�:r_
I i, 14i1S+iUlt1`I'Y Ahl� WO���N F�USfIYF�� Ehi'TL�Kf'RIS�S: In accord �vish C'i�y oFF�srt V4'anh
Urcli�7ancc No, I 19�3, as amcn+�e�, fihe ��ty oF For� V4+oi�h hr�s ��nl; #�01� #he �yaetGG��7s�#io�l t�!` minontj�
1�usi�rc�s entei�r�ses �nd }vamen busi�es� e�ter�rrks�s i�s C�ty canir��crs. �1 c«py ot` t�e C1rdi��an�:e can
be u��aincd fram tiy� oCfce of lhe �ity Sc�re4ary_ in at�daiEan, �ht hidd�r sirf�ll .,ub�ni� th� hr1L��JVk1�3L
Add��cl��m �1u, 3
�_a-rir.,i���-rrs�� �o���n.1'filMf; COr�T�tA�Ti�R VJAIV�;R Fc�l�lv1 ;«,�u�� �i,� coor� r���r�
rrr•�,rz�r �c.>r�� �"f��+;ae��ier�iFM�inn"} �s �s�}�roF��tF��e, ili� I�u�t�rn��r�l.��:c��� ri�usR l7e rcceiv�d Rr� l.�t���
rl7��n �;f�;F �r,m,. 1i�+c {S) C;iRy husi�es.� days �I'�er �fie bad s��rrrirs�, ck: ��:. �l Eti� k,ii141cr shall ��b��yan ;� r{�.ci��
frnm khe ���+ro�r�nte ernpi�yce v��C�e rn:�r�a�ir�g dep;errmcr�i �u xvk,crnti cEwllver}' 1VS5 i71i7[�#. SL1C�1 [C�L'1�C
shall be evi�l�Il�e Ij�ltl Ii�C �][i�uiil��lt�1rGOTl kylls a��C�RYI:� by IItiC C.IC}�. I�:la3iaf� E� C0171[��V S�kEYI I rvi�s�cr llie
�Siti I���I-r�s��7n�IVe.
[J�t��� rcyucst, Conrractor �,�;r�es �n pravicC� �ca uxaner coot�pl��c atstl nceural� in G�i7n�rtir�n rc�ar,Jin�
arl.u��] �wnrk ��rf'��ra��t;d b}' ?++lioia�ily l3usiitesk L;ntar��ris4 {Wk3C� u» Ih� ccs;Nrac:t.in�i p:�y�o�;,•is� Rh�r�furc_
[:sanu ��ctirr fa�rRl��:r a3rc�s tc� perr�tiit a[r ���di� aisdlar �:x�i�yt�tai icsn uJ �iny b�+csks, rt�ue�s �r i il�.s in i�s
r,�ssc�wiun t�ra� xw�€I �uL,s���r�iNtc ��r� ��c�ut�l 4vss��k }�crfur�ne�! I�y ��it !��1k�C �r�dfor �V131:. �[7�c
rrtiis�x.Pr�:s�:i7t�r�i��n tff f{7c�, (.u�lrrr �Irs�x r� nc��.l i;err� i�� i�re�sres�r�ial in�) :,n±t�c}r i1�� cc�m��a�ss�irat of Pr���+,i
L�y rite Cur7tra�[nr +wi I I l�� �r�unds Fnr rer�ninatinn of tl�� cnmrr�ct anclJa�r initi,tl icrn a�:�lUrf llllCi�r
a��prnpri�te fedcrai. state or 1oca1 la�vs �a� nrdin�nces r4aatsng ��} t'alwc sfnxe�ncatt; t'�rrther, nG7}� s�ch
n�Esrc�resen�aai�}n (o�hcr �1�srs fl ne�ai�cnr E,31src��rc:cnlr�[it�is} nn�l,'�x� cottrnrissroat rrf Fraud wi11 re�ul� �n
t13� C�rnlraci��r l�ern� dttcr�n in�d to be ifre,a�crs��;tblc rlrid l��rrcJ �rur�� ���1i�ip��i[rn ie� C:it}� �vcFr�C f't�� �
�rerir�d ot�lirne uft�ui lcss tltan IE�r�:� (3} yc�r�,
I�. :�VUARI} OF' f:i}s�1TR.ACT: Co�yar�teR wil I I�s; akva�d��k lo kl3u Ii]45'CtiC ft�}7!}l1�iV4'- �1l4lli�l', �Iik C�14��
FkS�l��S R�14 fl�,�ti3 1� I�,���� �+ny ;pa�d!€ar �Ik hi�x s�rt�! �vaive ar�y a,��ilor �iE� irrr�t�liil'Ii9C?, �C1 i]Id 131�7j+ k}C
�4 ikh[{rat��n untl I�f7e cx}�irtuitrn o!' S'o�'fy-niotc: {���i} �lt�ys irora� �he c��ik�. MM7e 1�JlVJI�F � I'��] I.[IA-i'1{�11�
k�(]It�1, PEtI?v��. CC1N�C i{!'1� l'{.)k� �4�AI�,+l�kt 1=C�I�h�� �i3�iJnr �i�e C�C)t�)f� F:�ITFI F;l�'Fc)i�.'i" F[�1�M
("��oc�ime�t��inn"J �S r���o-rnG>rltsle �ti rece�ved hy ti�e C'ik}', Thc nw�'a�r�l uf'ctuHr��:t, iFm:w{��, wi�l Ike
�vili�in FartyYnine {�4;}} cEays alE�� lhi� �u�e�m�nC3[i0[i lti rcC�:IV�f�. UUk Ifi n0 Cr��2 }WiI I lhC rti�vs�rc� L�c ?�tai��
un�il ��c re��uns�bi�s�y of [E�e bidcier ro xvl7urr� ir is ��rapc�s�d to a�vard ti�e �a�r�r�a�t It�,s bec�� vcrkE7ed
l �, PAYM�f�lT�`Ti�e ��r�iT�cio� will recet�+i fLill �6ymCnd (initlLiS S`;"G �'CI�IIl��,TC'� Pf�i'Cl kY�i' {.ka}+ �OT tl1I
wurk fnr euc}� pay pr.ri�a�. 1'uy�n�t�E of lltic r�tr�ainir�� arn�unt s1��11 k�c �ade wvitl� �ltic t inul payirrs:n�,
,��»1 upui� acce�xtaric� of �h� Csro,�ect.
I a: �53f}i:�l1lA_ Bicldcr� ara re���s�tisi���c fc�r �sk�t�ia�i�tig ryll �cicEs;��la� tc} �he co��firn�R dv�u�n�nts }�riur to tl�c
ESi�i reccipt Ei��tc �nd :��kitit�wled�rr��, tl�atfl �� �itie tin�� �r� hik! rc�ei�rk, fnJao�n�;rtiu�s regarciing tJye stnt��s
c�Fa�.l�l�rid� �M�ay �e a�sr�oi�ed by ��rnta�lin3 T1�C I��j7i31'ICf:l:C1i Q]I �',:1`',IISL'4'f1fl� C'o�tistr��clic}�i f��vi:�i�i� �{
(8 I 7j 871 •7� ��, Ba�ls �h;ti� s� nt}� ��knc��vl�r1�L �jI a�5,��14:f1G�� �I[IrIrIiC��w rati�s}� ba re,je���d as nr�rs-
resl}r.m�ivc.
� s, c[�r�-I�#t��Tol� �-�lv;P[.l�f�C�; w���i wr�r���r�t�� cc�n�lFrr�S�t'��1o:� Lnw;
�_ Wr,rlcC.r.� �u�np�ot�al��s�� lr�sura�t�.e [:uo�t;r�3ge
:i. Dci'utitians;
{:ert��in nf rnv�raa4 {"cer4i�icatu"), A�:,�1�y srf te c�:rtk�c:�te uf insurxnce, �s cerfil�cao� c�l'
nuihr�ri#y tc� �e1f`-in�;iirG is�t�ed hy l�ec ct��rl�tiiissetrn, or a ccxver���,e ��reemer�a �TVJC'�-RI,
TW��-�k2, '1"V4'{'C-i33, ur'�"WC:C-�;�), s�o}��ing s?n��iRory xvnrk�r's com�ens�si47n ins�,r�nce
cpvcr:�ge ior t1�e p��so�t`� or c�f�ity's [:[up�ny��:s ���-�vGding 5erva�GS o�:� ��rvj�:�#, lcer �Itc
LiurAilOt1 ��CihC �eo��Ct,
Dura�ioii �F t}�c p��u,�e�.�-rn�.li�des G1« simc Frani tltie begrni�in� oi" kf�� �}�ork un tl�� ����uj�:ct uF3til
t1�� contruc�ar'sl�crsr�n's wc�ek o�� tne pr�r�cct h��s 1�c�n com}�1t��eJ ��nr� u�ccptc,i by tl��
o4�vcrnrr�c�i[pl eittiEy,
Adden�lu€�, l�fo_ 3
f'crson�s pr�viding scrvices �n ���e praic�:E ("subi:on�r�c��r,� in §�l�b,C�96)•in�lur�es all j�eT�ons
nr u�� i�ic� perforntin� ;oll oa' 4���r1 sif [lsL scrvi�cs tl��: �'[r�o[��t��:tot has ui��ti tt+[�e�t tc� �erF�m� �u�
�f�� �3rr���c�, �c�ardiess ok'�virc�h+;r �1s�� p�rsc��3 co3ti�r{Gs.i�cl tjir�c�ly �4�i�h lhc cu�riraclar a�d
1'L'6ikfL'Iji:tiS {}f iY�LE��1Lf ��]i!1 ���ti{711 Iik15 i'CIL�1��6�'��8. �9IiJS I�IC�;icEs;;,, +���tl�o�« �i��ii�rGti«iM,
Inclr�,cntle�t C;onlf�Clo�s. w�oh�r,��rr�c:�u��s. ]�fGsii�g cc>rr�tr,1i�i;r, ��,r�t,�rcar�i�rs, {StiV{1C1'-CF�14C.IlUI'S,
��:�pEoyecs oFany s�acl� ensaty, c�r t�rn�slcs}��e� �3F;�r�y em�ry xwhi�h I�at�nisas�s per�oi�s ka �r�xvi,�c
scrvic�� on �he pr�lec�. "Sc�vi��s" inc�«�1e, }vilitn�[T iimikmkin��, Prcov'r,Jir:�. Ir��ilir��. nr
J�li,rcrin,� equipm�n� or rn�«eriaEs, or �rovirJii�g labvr. tr�a���nMa� io�t, o� t�ner s�rvice� r�la�e�l
�o � p� o�e�R. "�ervtces" di�C� CtOf IIICIwi�C BClkvk�l�5 �if1C�l�+ad �d �tc pr���c�, stich as
t'uatl}b�vcrng� wcndortr, uk�lic� s�rppfy dr:li��ei�ies� �31{j tIL`�iVL'Cj� CFf �iOJ'i5�]�� �uil�ss,
}.1, +I'El� CCFf1E�3c'li]Cti�kr�Il �l'U4lL�C� C4vCfiltr�, bawcd ser� prcF��:r rcpoi�Rika�; ok-cl�w�s�iic��tiu�t c�d�s
and �����ra,l I a3nurur�t� �ni,l fl I�It� of �wy c�rvca`��c ,���rc�:rn�sus, w��cl� mec��s �f��: sta�4Gtary
reqt�ireanrr�ts �i 'I'�xas Labnr Cosie, Se�lisrrs �if� a,r] I I�aG� � nr :�ll emplo}'ecs a� �i��
�an�rac�ur �r�nwidir�� srrvices an tl�c prs�jrct, #i�i� rl�� �Ik�r:�Gic+n ��k' ��tc p,�crject.
c. "['hc Cnntractcsr rnus� provide a cert�f �ite of cover;�6e ra �he ��vernmeroinl entity pris�r �o
bcin} i11Vf11'{jL;[i CI7L` f:{JI I[Lkil:I,
�I, I t� �hc �crwcr��e ��a�i�}rl .��ce4v�� �an tl�e �n��lractor's cue�'e�kl CrrtiliC�tC oCC�ve1'tige eiyds
durioGg tJ�e dt�ra�roi� nt" ��,e �rra�.lect. Rlo� c+�a�tr�c4cer �tis�, priur �u t��e ci�d nF �hc cov�.r��r
prei�}r!, F I� � new ccrii �i:Kie of cr�+fee��,v x��sh �hc �UU4'I-]'l1t1�11S8I L`il�ll'f S�IC}SVLII� lhty�
�overs�g�: Irr�s bs:cn �;xtersde�l,
e_ �E'he con�racto� sh«�I obrain frotn each �S�rs+�r� �rrnWidin� s�:rvices on il �1f4�j4'4:k. :�E7[� �FY49�'id�;
to ti�e govc�nen�.nt31 enlify:
[ I} a cen iftcait n!` �avar�ge, priar tn th�t persor� L�.oi��rir�a woric on �I�e �rojcct, �4� �It�
�ovcrnmcr��a] ciitity will hnve on I�I� �:�:nilicr��e� of rovera�� si�vwi3tQ �:uyen�ge fnr
�11 �crsur�s }�rovicfing sesvices ca�, rlr� prujee�: ar��
(�) ��o Ix�;r tkr�n s�ven cEays afr�r raceipt by �hc eos��ructor, a n�w certii ie�,tc of covera�e
shnkti'in� ext�a3si�n ��F'c[Fk'��-a��, II Cj�l' CCiVL'1'2JQC E}4.Fi17[� S�li7kYR {}l7 ��if' l:klfC�f3�
ccri ificasa o� �over��e cr�cls cl�rin�, �he ci��rs�; iun oF a]Gc prrr�tc�,
f, i�tie contrr�«of sl»]] r��a��i a�l �equir�cl cerli�cK�cs u� cave��ge For ihc clur��io� oF �he
praje{� �nd fur osxe yeartherea#ter
�. "I'hc c+�[stractar sit�lf nniify ii�c g€svernrr�enta� ei3Ti�}� k�� wri�i�,�, by fiersifie�i m�ti1 crr
persunal de:livcry, �v��l�t�y [�� { ��� ilays ait�er khe co�ti#r��tor lcitiew or shrauld h;Mve k�tinxvn,
of FGny th�na� llt�[ n�at+:ria��Cy �i �cc3s th�. }3rouisiun ot`c�ver[��e bf' any p�rsun pr�nvad�ng
servir:�s o�i �E3� proje��,
h, 'I"�ne c�r��lr�ciu� shall pnsk se» ��rts pro,�ccl site a nolic�. in ihu tcx�, f�r�z soiy� �nnne�
pr�s�riberl }ry Ihe Texa;� Worl{�rFS C.�191�5C�15[lPli�f1 C'ssmrrl IsSiui�, 1tx���l'll]�I�� �k�G �]irtiCinS
pr�3V�dli1� SefVIGeS +7t1 ih�: �5ruj� 4t 1�38R �hej� 3fe �€�u Ifed l�o- 1�e eovC�ed, an�l sialin,� Ituxv a
pc�son m�y werify c��vcr���e snd re�art fs��k nf'c,]vcrztige,
I, Tli� canrrac#vr ��oll c:�n[ractually requir� caGl� p�rsurr wtiiY w�nm i� cont�acts t4r provi�e
se�►� ic�s on a��ojtcC, lo:
{ �} Provide ctrverKoe, �P1SCC� Of1 �1C{1�7CC f�j74kCtElt� �]11 CE�SS�FI�r��1CFfk Ci}CICS Lik7C� �]��+f4�1
amcsuniw �n�i Fi3it�;; oi �sny �t}verr�3� r�6�x:�ri��:nts, wl�iely rneels i�c stu[��C+�r}
�t�C�k;fk4�Lh3Yi tti4, j
r�t��iirc�ner��w s�l"f`ex�s laba� �a��, ��c�ion �I[11,�11 1(����� F�tr alk o#' i!s e�t���]�+ye��
�+i�c��� irJ,r.�� �crvi��� cin 11he [�roj�:Ct, far the ��r�1 it�n cal"t#r� pro�ec[�,
l'�) pr{}vi�c ��, ��S{: L;i}�1�3'LlL;iC1f, pi�ior �a 1�:�� perwor� L+c3uti��iir� �vo3�k �,rr t�c� }�ro�eG�. �
�s;r�i�ic,i�� uf[���v�x��4� �17i��vin� Ihr�[ cc�t��irtt�t is b�ii�� ptovltic� for �3lI �Fi��}�uyus o�'
1`14 �IL'CSfflk �!i{1V�4�111,� 54J 4'!C�4 OIl ��il: I,ll'fl�C{;t, tUr ��1C C�LkI�RGIi)IY U� ��ki']I'{7iL'i;l;
{3} �,rnvi�lc thc �:❑tr�r�ctot, �+ric,r rn �he en�] nt �Irc c�ucra��� peri�d, a netiw cerl'tli�.��� t��'
cr�vc��ge s}ro�viixg exRe�sinn c�f covera��. if r1i� cisvc�ra�e perGoc! �]�+���n csn thc
�urrcnl certifica[� aFcovcra�e en�, cEtn�ing �he duro�it,n or �he Er�n���a;
(•Gj ob��in frum cRc�� other per�nn �vit�, wltiurn it contr�7ats. �r�� �rn�+i�le r❑ ��te �or7trackor;
(aj �s ccr��fGc3tc aC cuver;��c, prirrr �cr tf�o �7tl�tr p�rst�n bc� i�t�ti�ig tivo�k vn �1�e
jx[njecl; ;in�l
(b� � new c�:r�if�cate af cover��ge �Itowi�r� c�t�issit�iy of �overaog�, PrSur ta �kre ci�d
oF tl7e co+�err��e peri❑d, i� tl�� cuver��e ���, ;�,.! s�ioti��7 �r+ ��tc �:���re�7R 4cirti ��a,Rc
o�caver��;e eax�� rJ�rin� ti�e cCtir��in� o�the �rnjec�;
s�) F�lain ail rcqui��d cerkific�l�s af�cov�r'a�c an fi�� fur 113e cEx�rnlion of �i�� proj�ci an�
ftar ut7e vear i�rcreafter_
{Gj it�� i F�� �l�c guverr�n��r,Eul �:n�ity l�a ;r�Rrin¢ hy cartiliccl n�{,ik ur pers�nnl dcf`rvcry,
�vitifin ���r [.IU� €�ays afier �h+: ��rs�a�3 k��e�v ur s��o�Glsl Ikave kno�vr�, tti�wiy �'l�[�[i�e I�t�3t
m�t�flifllj+ ��t-fects il�e prnv«iusti �f ccrvcr�ge of �ny �S�rsa��ti ���t�vis]i,s� aervicas {m ihe
pro.jeci; ar�d
(7j cs�E�rractualky req��ire e�ch �s��st�r� vrirh rvitoi�s it c�+�tracts, tar p�:rrc�rnt f�s r��uiretl hy
parag�aphs ( k)-�7j, wvi�i� lhe �`ef[��`[cutes oF cov�f�ge lcx �c pr�avid�d Eo �i�e �rers�rn rur
�vham lh�y er� �x�r�viding serv�c�s,
By si�nln� �h is cn�rr:sct nr ����v�di��� ur c{M��sii�4 ra l�e pr��v�c��d � c�rtiFicizte a� cnve�,��c,
��}C 44}Ii4fIl4I{1C 15 i�L'pCL`�S'IYCLII� �� �I�e �ovc��r��ea�#;�l cntitk+ �ltat a11 ����lo�ee� v� �h�
�<+ntracknr w�u x�rill pravod� serv�ces [�n iitic p��uj4c[ �vill be coverc�l �,y wuri���'s
�nrn�,err:s�i.ion c,�vtra�e Fnr �ha ciu�Q�io� c�i tloc }�i�ujecR. �Iti�a� st�{ c{�vcr;t�e xMi�l �� ba�seal nn
prt,p{r re�surrin� oF�liltitiL�3C3C14111 ti.iL�CS 511t{j �l�k�l'{Mi� S�IFIi}UE1E5, t�nd thok ;i�l �t3}'er�t4 �:
a�+a'eei��iY1s wlll I]e li�.;cl w+�rtlr t1Ee appropiiate insu�',�nec �a�rirr ar, i�� tkrc ��t�;� c}f�:� sc�i
ir�s�Gr�d, �vith ahacvtitTnissic�fi's Ilivisinn ot �eIF=1i��4��.�if��: C{c����a�t�on, F�'«viilir3� t',ils� ��r�
i[i15Ge�dir�� �n1�e�rn1�[141� nl[Yy Skal?�eCt 4he �nnlr�Clcrr i�r ati�n in is�e�t�v�, crimi�i�l, �i��i�
pr�r���ies c,r �uti�er civil actions,
�C. "E7�c coititr�ctor's f�il�re tu eottfp�y wi�i� any oFthesc pr��visions is a brea�:h of car�rr�c� �y
�I�c con�ra�s�G• duc� i�r�t r�Ets�dy �iio brench wi#hE�� tLn �6��y_: �Etcr rcce�pt of n�ttce pf
bre�sch �rnm she 4ovarnr�yes�Ru] e.iy�i�v,
k�, �he co�[r��to� shrtll pnst a� ��ua�cc: arr eacl� pr�+a�cs sit� inf�rrm���U �3] yxersor�s prt+vic�i�q s�.�Vie�s un llte
����jt�:i �Irat they ;�re requi��ct t�a be cnvered, a�ck s�aRirs� #et�w tt p{rs�r� �trf�y vcriFy s:4�rr��� ct�verag� itnd
r�;}���r� fai�ure ta provGde cnvee�3ge. "�his notoee �ine� Rot s:titi�l'y �Ft1�er �+cr��ing rec�t�sremcnt� irtr�ose� by
�}sc "I'exas �Narker's C:o�npensa�ian Act or vfher Tt^x,s�� Wc�rker's ��r�tpcns�sfan Cr�mn,iwsiori rvles.
1-Jtiis no�i�w rr���s� [�c pri�,ted �M��h r� title in at kens� �0 poi�tt �aCci type aiid t�xt in aR le�st G'� pornr «or�ya!
�y�c, a�tc� sFratl l�e Eit bal�S �f1��1S�1 �klt{S SFaniSiti f�n�J �ii�+ Ol71CC 131ti�,4GGY�C {:Ok13TYiOf] t[� flt� work�r
�,crp�l�Nic�n. "f'i�e ��:�� I'c�r tfie itioti�es �h«31 h�. �hc �c�]]uwir�g l�.xl, xvili7cFut �ny adcGii is,��al words or
cf3�orges;
A�idenrluma No_ "�
������t����Fr� wor��c��'S C�1+�1'Ch#SATGOi� C;c�kvF,r�nc���.
`I'he �a}x� rer��kre� khak cztich Erci_�n�r �votki�G� an kh�s �k�c �rr �rc�vi41 in� ��;.�;�i4cs reks��c� at� ll:i5 wsrlls�r�i�.tairi�
P�'�',lect mu�t b� cravcrc€I by xvo�ker" COJTI]��lY58[It�n inslfY,once. '�'1i is inrlsicirs �+�r�crns �,rca+��+�ia�k� 17fLItI IIa3
ur dcl�vefi�a equt�a,n�n� or n,ateriols, or provid in�, IshCrr �fr [CBfiS�iOfE�iRf013 nf �rthCr �ct�'iC� 1'�ItYl24� l0 kl�c
�ruject, r{TMurd]�ss ui�Clfc i�l�.rtlity of�lheEr erri}�lryve� c�r si�ytus as.ai� ��i�pinp�e�:",
��a� 11ke Tcx��: Wnrker's {:o�r�penss�tit�� C�rn3GnEs��3un nr 512-{G�#(f-�7S!7 icF rcccivc iu t'uriiE�t�o� on IF��
le�,aM PetjulCi�newt ��[}C' COVtI'R�,�. Rn vcri Cy whciher your ��r��rloycr I�:�� aarc}vi�l�rl il�r rct�t�i€��4 cover��e,
of [n [Lpl��� �i� eir7�luyer's Fai�iire �o pruvicl� c�svcra�e"_
i�,, *�fll� 1}15C�t1M111N�'I'r�fY: i�i� C{i�ltr�f�t€fr sliulf [1uR LI15CfITllffl��� .31��11t5i 811� ]]�I'SO11 �� �}�FS4��a�
bec:���sc ur'sex, ra�c, reti5i�i�, ccr3s�r� ;+r ���7rEs��«l ori�irl nnd sh�l I��rin�C1� +;�it1ti ll��. }�rovisiors.s nR� (:t1�
C?���iitance 7'1.78, as �mcnde�l by �i�y �lydioor�ce 7�IU�� {Fnrl l�s�r�h ��;v �.ode Sec�ions i31�-�1 �hrai��l�
13A-29�, Rfol3ihil in� c3i�criEi�inetro�ti �n e�n�loym2nC pra��iccs_
I', A� G, C��S�'[tE:V�1N�'f I�N: In acc.csG•dnn{c �ai�E� �itc pniicy {"Po11cy"j t�f �hr i:�ecutivc [3rancati of� �he
t�e�{sru� t�cr����nt�.teit, c�ar�Grf�cto� c�vc;n��nis t1ti��t n�.itlter it nor �ny u�" i�s ufliccrs, ir�cn�Ucrs, a�ents, �r
tn��sEtrycc5. +vrGl en�;ii'i.F,4 IIl f}Eff{}FfFItJI� [l�i�� �o�����t��l, ;��I1. Ra� �isn�tie�:l�u�� xuatlw sl�� c����yluyrrs�ut,
iLi�Vil�7C�1112f1k t}i �k4C�t3fal: L)j� 4:3TS�}�l}�+{:�5 �}G- irr c�sn�ec�it�n wi�h �lo� icxtiM4, ��n€�iRir,ns ��r ��� ivil���es +�f
il�eir ern{�lnymcn�. �liwcrirni�i�o�e z�*,t�irrs� �+er;{�n E�e�Hust �f Ehci� s���� cxccp� �}n tltc bfrsis a�;w b,�i��s ��lc
c�ccii�,i�ioi;t�� c�ti�nlifocr�[eon, rcRir�meni p3�r� r3r xlatxGlc,r1�' rer�iMireme�tii.
1lt. C'ulwlra�tnr fi��Eher cnv�r�a�tts �IraK nei�her k4 ni�r �t� �Fi'�i�:c�s, rr.cmk�e��s, ��ents, �r emplcryrc5, 4}I pefson
3c[i�� �n Ch�ir b�E�[�Cf. �h�iil s�ecify, i� saliceia�iurrs or advea�is�in�nrw �c�r esn�afoyees t,� �v��rk a�n rltirs
[:c�rst3�uc1, a�na.�€mM�m �+gc �ir�tit for s�cf� cin�lo��n�e�t a�le�s ihc spcc�t ied rnaxtn�4im n�;e lirnit is bs�serl
upu« 1 bona l�dc occup��i�r�rnl qtra�i �cal�oi3. reiifer�eni 4a19�i UI' S[�CUtofy I'ec�ulremerlt_
19. C«n�ra��tc�� vwai��Fln�s it wiil ���Ily com�Ey x4�i�it tlx� Y��licy srs;� �vill �ici'ci��i, t�tcieix�atiifv;�ntE I���id C:i[y
It�r��tiCes� a}*air�si :��}� a�,� :�tl ui�i�rrs or aC���sM� inns u�scr���i b�' tE�ircl p:Gr�sc� a�,�in}4 C��y �risi�i� o�ot nf
Cont�aciar'� �IC�:Qc� l't,il�re to can�ply ��Gsk� 11G�. a�uvc s�Fcrer�ce�l �'e3�icy ��or�emi��� a�r d�s�.ri� i�t�,�iuu
in �he p�rforrrtar�ce t+FttwGs Caitifra�:t,
?{l, fil�C'l�l�'[Fl�rt�'1{1N �IUC �1'C1 I)lSr��311.��'Y: in s�s:c,rcla�i�ce watlti �lie ��rc�vi�is���w crFt�e� Amefi�;t�Y
�vith f�i��bif��ics Act oF I�1�{} ("{�F1r1"�, CUn�r�1C�Of 1v#11�r1a1i8 �fl�l �f �vlll n«l IIt�I�i;YFklij� C9ss�E�minat� �r�
Rhe ba�;i:; c�l' dis�tbili�y fn t�� pr❑vis�❑n ol`servieea tv the genrrul Pub!ic, reor r� [I�e 3vrtiial�ili�y, tcrms
��cUr��` �o�dikt�r�s of em�lt�yin�of! f'ur :�ppl i�;7nt5 1or trn�+loyin�.��tt �+�stly, ar curren� erripl4�yec5 oF
Conaxa��or_ �on#r�ctor �4u��rat3�s �t will f��l ly cc�ar��l}• �v«k� A�A's p�ovisinn� an� �r3y c�tltier �pplicalh�e
�ccicrn3 w�asio �n�k luc�l I�ws con�emir��,lEsabiliky ��od k++o�l ��fc.tt�3 i�dci�a�if�y �n�! lioliE CiC}� harn�l�s�
a�aai��k uny �la�iiys ar �Ela�;�1 innw ��ss�.rt�:rl by Cl�trd parsics �l�,a�r�s� {:it}� :tr�sitr� c+u� of Contr:�ctor`�
alaeged f`ailurr �u coinply� w4�1� tli� a�ovc-rcFeeer���d l�ws ��rR+�crr�ing �iisr�bilfs� d��crlmio;,�iu�r ltt th�
pert��rrn;�n�� of tYsis �o�lfrt��:l.
Add��sium ��}. 3
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVI5IONS
FOR: PAVINC IMPROVEMENTS
PHASE Z
UNIT 1: SOUTHSIDE II (S�-6) CONTRA,CT 3 PAVING IMPROV�M�NTS
U[YIT a: 1998 CAPITAL IMPROVEMEN'I'S PROJECT-CONTRACT 23
W. FOGG 5T (6'" to McCART)
SCOPE OF WORK:
Unit 1 Sectivn C: This p%{ects consists of the installation of R,025 square yards o€ 5" HMAC paving
reconstruction with 6" lime stabilized subgrade and approximately 2,525 cubic yards of unclassiiied street
excavation and other typical items related thereto such as curbs, valley gutters, wheelchair ramps, sidewalks
and dri�eways.
Unit 2 Section C: This project consists of the installation of approxifnately 2,600 linar feet of 28' width
reinforced concrete paving and approximately 3,Q6� cubic yards of unclassified street excavation ar�d ather
typical items related thereta such as curbs, sidewalks and driveways.
2. AWARD OF CONTRACT: Contract may not necessarily be awarded ta the lotivest bidder. The City En�u�eee shall
evaluate and reco�nmend to the City Council the best bid which is considered to be in the best interesf af the City.
Contract will be awarded to the lowesk rasponsive bidder.
3. WORK ORDER DELAY: All utilities and right-of way are expected to be clear and easements and/or permits
abtained on this project within sixty {60) days of advertisement ofthis project. The work order %r subject proj�et
will not be issued until all utilities, right-of ways, easements and/or permits are cleared or obtained. The Con�ractor
shall nat hold the City of �ort Worth responsible for any cEelay ia issuing the work order for this Contract.
�F. WORKING DAYS: The Can�ractor agrees to camplete the Contract withia ttse allotted number of working
days.
5. RIGHT TO ABANDQN: The City reser�es the right to abandon, without obligation to the Contractor, any part of
the project or the entire praject at any time before the Contractor begins any construction work authorized by the
City.
6. CONSTRUCTION SPECIFICATIONS: "Standard Specifications for Construction - City of Fort Worth, Texas" will
ga�ern this project, except as modified by tt�ese Special Provisions. Sarne items, �?vhere specifically referenced in
the "Special Provisions" are governed hy the "Texas State Department, of Highways and Public Transportation -
1982 Specifications %r Constructivn of Highways, Streats and Sridges." A copy of the Standard Speciiications
may be purchased from the Transportation and Pubiic Works Depariment, I000 Throckmorton Street, Municipal
Building, Fort Worth., Texas 76102. Also go�erning project construction aare "Standard Specifications for Public
Works ConstrE.iction - NCTCOG" and "The Fort Worth Water Dept. General Contract Documents and
Specifications."
7. CONTRACT DOCUMENTS: Bidders shall not separate, detach ar remo�e any portion, segment or sheets fronc� the
contract documents at any time. Failure to bid or fully execute contract without retaining caatract documents in.tact
may b� grounds for designating bids as "n�nresponsive" and rejecting bids ar voiding contract as appropriate and as
deten.nined by the Director ofthe Depariment of �ngineering.
8. MAiNTENANCE STATEMENT: T'he Cvntractor shall he responsible for defects in this project due to iaulty
materials and worlunanship, or both, for a period of one ( I) year fram date of �inal acceptance of this project hy the
City Cot�ncil of the City of Fart Worth and witl be required to replace at his exp�nse any part or ajl of the project
which becomes defective due to thase causes.
9. CONSTRUCTION STAKING: Construction stakes for line anci grade will be provided by the City as outlined an
page 17, Standard Specifications for Construction, City of Fort Worth.
10. `�RAFF'IC CONTROL: T3�e contractor shall be responsible For providing, foflowing, and maintaining a traffic
contral plan during the constniction of this project consistent with t3�e provisions set farth in the "1980 'Fexas
Manual on Unifarm Traf�c Control De�ices far Streets and Highways" issued under the authority ofthe "5tate of
Taxas Uniform Act Regulating Traffic on Highways," codified as Articl� 67Q l d Vernon's Civil Statues, pertinent
sections being 5ection Nos. 27, 29, 30 and 31.
'I'his traffic control plan shall be submitted fac review and approval to Mr Charles R. Burkett, City Traffic Engineer
@$17-8'11-877�4 at least 10 workinQ days prior to the pre-construction conference. Altha�gh work wil� not begin
until the traf�c control pfan has been reviewed and approved, the Co�tractor's tirne will begin in accordance
with the time frame established in the Notice to Contractor.
The Contzactor will not remove an� regulatory sign, instructinnal sign, street name sign vr oth�r sign which has
been erected by the City. The Contractor shall not install any sign on a cjty post, �ole, ar structure without first
obtaining written permission from the Engineer. Tf it is determined that a sign musk be removed to permit required
co�struction, the Contractor shall contact the Transportation and Public Works Department. Signs and Markings
Division (phvne number 871-81D7), to remave the sign. ln khe case of regulatory signs, the Contractor must
replace the permanent sign with a temporary sign meetin� the requirements of the above ref�renced manual and
such temporary sign must be installed prior 4o the removal of the pern�anent sign. If the temporary sign is nvk
installed carrectly ar if it does not meet the required specifications, the perma�ent sign shaIl be left in place until the
temporary sign requirements are met. When cQnstruction work is completed to the exte�t that the permanent sign
can be reinstalled the Contractor shall again coatact tha Signs and Markings Division to reinstall the permanent sign
and shall leave his ternporary sign in place until such reinstallation is completed.
11. DE�,AYS: The Contraetor shall receive no compensation for delays or hindr�uces to the work, except when direct
and unavoidable extra cost to tiie Contractor is caused by the faiiure of tha Gity to provide information or material,
if any, which is to be furnished by t�e City. When such extra compensation is claimed a written statemant thereof
shall be presented by tl�e Contractor to the Engineer and if by him found correct shall ba appraved and referred by
him tn the Council for final approval or disapproval; and the action thereon by tha Counci! shall be final and
bsnding. if delay is caused by specific orders given hy the Engineers to stop work or by the performance vf extra
work or hy the failure of the City to pro�ide rriaterial or necessary instructions for carrying on Ehe work, then such
delay will entitle the Conkractor to an equivalent extension of time, his appiication far which shall, howe�er, be
subject to the approval of the City Council; and no such extension of time shall release the Contractor or t�e surety
on his performance bond form all his objigations hereunder which shall remain in full force until the dis�harge of
the contract.
12. DETOURS AND BARRICADES: 'lfie Contractor shall prosecute his worlc in such a manner as to create a
miniznum of interruption to traff�c and pedestrian facilities and to the flow of vehicular and pedestria� traffic within
the project area. Contractar shall protect construction as requued by Engineer by pro�iding barricades.
Barricades, warning and detour signs shall conform to the Standard Specifications `Barriers and Warning and/or
Detour Signs," Item 524 and/or as shown on the plans.
Constructian signing and t�arricades shall conform with "19$0 Texas Manual on Uni%rm Traf#ic Control De�ices,
� VoL No. t."
` 13. DiSPOSAL OF SPOIL/FILL MATEKIAL: Prior to the disposing of any spoi�/fil� material, the contractor shall
advise the Director of the Deparkment of �ngineering acting as the Gity of Fort Worti�'s Flood Plain Administrator
("Administratar"), of the location of ail sites where the contractor intends to dispose of such material. Contractor
., shall not dispase of such material until the proposed sites have been determined by the Administrator to �neer the
requirements af the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 1005b}. All disposal sites
must be approved by the Administrator to ensure the filling is not accurring within a#]ood plain withaut a permit.
A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if
disposal sites are nat in a flood plain. Appraval of the contractors disposal sites shall be evidenced by a letter
signed by the Administrator statir�g that khe site is nnt in a known flood plain or by a Flo�d Plain fill Permit
a�thorizing fill within the flood plain. xlny expenses assnciated with obtaininb the fill permit, including any
necessary engineering stuc�ies, shall be at the contractors expense. In the event that the contractnr disposes of
spoillfill materials at a sike without a fll permit or a letter from the administrator approving th� disposal site, upon
natification 6y the Director of Engineering, eontractor shall remove the spoillfill material at its expense and dispose
of such materials in accordance with the Ordinaflce of the City and this section.
14. ZONING REQUIREM�NTS: Duritag the construction of this project, the Contractor shall camply with present
zoning requirements ofthe City of Fort Worth in the use of vacant property for starage purposes.
1 S. QUALITY CONTROL TESTING:
(a) The contractor shall furnish, at its own expense, certi�catipns by a pri�ate la�oratory for all materials proposed
ta be used on the project, including a mix design for any asphaltic and/or Portland cement conerete to be used
and gradation analysis %r sand and crushed stone to be used along with the aame of the pit frotn which the
material was taken, The contractor shail provide manufacturer's certifications for all manufactured iEems to be
used in the project and will bear any expense related thereto.
r'
(b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the
� placing of concrete using the satne ag� egate, cement and mortar which are to be used later in the concrete.
The contractor shali provide a certified copy of khe test results ta the City.
{c) Quality control testing of in situ material on this project will be performed by the Gity at its own expense. Any
retesting required as a result of failure vf the material to meet project specifications will be at the expense vf the
contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any
tests of materials shall in no way relie�e the conh-actor of its responsibility to fumish materiais and equipment
conforming to the requirements of the eontract.
(d) Not less than 24 hours notice shall be pravided to the City by the contractor for operations requiring testing.
The contractpr shall provide access and trench safety system (if required} far the site to be tested and any work
effort invoived is deemed to be included in the unit price ivr the item being testad.
(e) The contractor shall provide a copy of the trip ticket for each laad offill material delivered to the job site. The
ticket shall specify the name of the pit supp3ying the f Il material.
t6. PROPERTY ACCESS: Aceess to adjacent praperty shall be maintained at all times unless otherwise directed by
the Engineer.
. l7. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES:
The following procedures will be followed regarding the subject item on this cantract:
� (a) A warning sign not less than fiv� inches by seven inches, painted yel3ow with black letters that are legible
at twelve feet shall be placed inside and outsicie vehicles such as cranes, derricks, power shovels, drilling
� rigs, pile drivers, hoisting equipment or similar apparatus. 'The warnjng s�gn shall z'ead as follaws:
uWARNING—UNLAWFUL TO OPERATE THjS EQUIPMENT WITHIN SIX �'E�T OF HIGH
VOLTAGE LIN�S."
{b) Equipment that may be operated within ten feet of high voitage lines shall ha�e an insu3ating cage-type af
guard about the boam or arm, except back hoes or dippers and insulator �inks on the lift hoocf connections.
(c) When necessary to wark within six feet vf high volta�e electric lines, nati�cation shall be given the power
co►npany {TU Efectric 5ervice Company} which will erect temporary mechanical barriers, de-en�r�ize the
line or raise or lower the line. The work dnne by the power company shall not be at the.expense of the City
of Fort Worth. The notifying c�epartment shall maintain an ace�rate log of all such ea11s to TU Electric
Service Company and shall recard action taken in each case.
{d) The contractor is required to matce arrangements with the TU Electric 5ervice Corr�pany for the temporary
relocation ar raising af high voltage lines at the contractor's sole cost and expense.
(e) No person shall work within six feet of a higl� voltage line without protection having been taken as o�tlined
in Paragraph (c).
18. WAT�R DEPAR7'MENT PRE QUAL[FICAi'[ONS: Any cantractor performing any work on Fort Worth
water or sanitary sewer facilities must be pre-qualified with the Water Department to perfor� such work in
accordance with procedures described in� the current �'or� Worth Water Department General Speci�cations
which �,eneral specifications shall go�ern performanc� af a11 such work.
19. RIGHT TO AUDI'T:
(a) Contractor agrees that the City shalE, until the expiratio� of three (3) years after final payment under this
cantract have access to and the right to examine and photocopy any directly pertinent books, documents,
papers and recards of the contractor invol�ing transactions relating to this contract. Gontractor agrees that
the Ciry shall ha�e access during normal working hours to all necessary cantracta� facilities an�l shal! be
pro�ided adequate and appropriate work space in order to conduct audits in compliance with the provisions
of this section. The City shall gi�e cantractor reasanable advance notice of intended audiks.
(U) Contractor further agrees to include in al� its subcontracts hereunder a provision to the effect that the
subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under
the subcontract, have access to and the right tq examine and photocopy any cfirectly pertinent books,
documents, papers and records of such subcontractor involving transactions to the subcontract and further,
thak City shall har�e aceess during normal warking hours to all subcontractor faci�ities and shall be provided
adequate and appropriate work space in order to conduct audits in compliance with the provisians of this
artiele together with subsection (c ) hereof. City shail give suUcontractor reaso�able advance notiee of
intended audits.
(c) Contractor an� subcantractor a;ree to phata copy such documents as may be requested by the City. `I'he
City agrees to reirnburse contractor for the cost of copies as follows:
1. Sa copies and under $D.10 per page.
2. More than 50 copies $0.85 for �rst page plus $0.15 for each page thereafter.
(d) "Contractor agrees that the City shall, until the expiration of three (3) years after fizaal paymeflt under tl�is
c�ntract have access ta snd the right to examine any directly pertinent books, documents, papers and
records of suct� subcontractor, involving transactions to the su6contract and further, that City shaEl have
access during normai working hours to all apprapriate work space, in prder to conduct audits in compliance
wjkh the provisinns of this article. City shall give subcontractor reasonable advance notice of intended
audits.,'
' ' 20. CONSTRUCTION STAKES;
The City, khrough its Surveyor or agent, will provide ta the Contractar construction stakes or ather
customary methads of markings as may be �ound consistent with professional practice to establish line and
.. grade for roadr�vay and utility constr�ction anci centerlines and benchmarks for bridgeworl�. These sta�Ces
shall be set su�ciently in advance to a�oid delay whene�er practical. One set of stak�s shall b� set for all
� utijity construction (water, sanitary sewer, drainage, etc.}, one set of excavatiornlor stabilization stalces, anci
one set of stakes for eurb and gutter and/or paving. It shall be the sole responsibil�ty of the Contractor to
preserve, maintain, transfer, etc., all stakes fiErnished until completion vf the canstniction phase of the
praject for which they were fumished. •
[f, in the opinion of the Engineer, a sufficient r�umber of stalces or markings provided by the City ha�e baen lost,
desiroyed, or disturbed, that the proper prosecution and cantrai oi th� work contracted for in the Contraci
Documents cannot take place, then the Contractor shall replace sueh stakes or markings as required. An individual
registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shal�
replace tkfese stakes, at the Contactor's exgense. No claims for de�ay d�e to a iack of replacement of canstruction
skakes will be accepted, and ti�ne will continu� to }}e charged in accordance with the Contract Documents.
CONSTRUCTION
L NON-PAY ITEM - CLEARTNG AND GRUBBING:
All objectianable items within the limits afthis project and not atherrvise pro�ided for shall be removed under
this item in accordance with Standard Speci�ication ltem 142, "Clearing and Grubbing." However, no direct
payment will be made fvr this item and it shall be considered incidental to this contract.
2. NON-PAY 1TEM - SYRINKLING FOR DUST CONTROL:
All applicabte provisions af 5tandard Specifications Item 200, "Sprinklina for Dust Control" shalf apply.
Hawever, no direct payment will6e made for this item and it shall be considered incidentai Eo this contract.
3. NON-PAY iTEM - PEtOTEGTION OF TREES, FLANTS AND SDfL:
A31 groperty atoog a�d adjacent to the Contractor's operatians including lawns, yards, shrubs, trees, etc. shall be
preserved or restprad after cornpletion of the work to a conditian equal or better than existed prior to start of
work.
By ordinance, the contractpr must obtain a permit frprn the City Forester before any work (trimmin;, removal
or root pruning) can be done nn trees or shrubs growing an puhiic property incIucfing street rights-of-way and
designated alleys. This permit can be obtained by calling, the Forestry �f�ce at 871-573$. All tree work shail
be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association.
A eopy of these standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shaIl he assessed using the current forn�ula for Shade Tree Evaluation as defined
by the International Society of Arboriculture. P�yment for negligent damage to public trees shall be made to
the City of Fort Worth and may be withheld frorn funds due to the Contractor by the Gity.
To prevent the spread of the Oak Wi1t fungus, all wounds on Live Oak and Red Oak nees shall 6e immediately
sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended.
4. NON-PAY ITEM - CONCRETE COLORED SURFAC�:
Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with L[THOCHROME
color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. 3cofield Company or
eqnal, shall be used in accordance with manufa�turers inshuetions. Contractor s1�a11 pro�ide a sampie concrete
panel of one foot by one foot by three inchas dinneasivn, or other d'unension approved by the Engineer, meeting
the aforementioned specificativns. The sampie, upon approval vf the Engineer, shall 6e the acceptable standarci
to be applied fnr aq construction cavered in the scope of this Non-Pay Item. No direct payment will he made
for this item and it shall be considered incidental to tl�is contract.
TF►e method of application �'�311 be by screen, sifter, sieve, or other means in arder to pravide for a uniform
color dist�ribution.
5. NON-PAY iTEM — PROJECT CLEAN-UP:
The ContracTor shall be aware that keeping the project site in a neat and orderly condition is consid�red an integral
part af the contracted work and as such shall be considered subsidiary to the appropriate b�d itenns. Clean up work
�
shail be done as directed by the Engineer as the wark pragresses or as needed. If, in the apinion of the Engin�er it is
necessary, clean-up shalf be done on a daily basis. Ciean up work shall include, but not be limited to:
� Sweeping the street clean of dirt or debris
• 5toring excess material in appropriate and organized manner
• Keeping trash of any kind off of residents' property
Cf the �ngineer does not feel that the johsite has heen kept in an orderSy candikion, an the next esti�nate payment
(and alI subsequent payments until completed) of ttte appropriate bicf item(s) will be reduced by 25%.
Final cleanup work shall be done for this project as soon as the paving and eurb and gutter has been canstructed.
No more than seve❑ days shall elapse after completion of construction before the roadway and right-of-way is
cleaned up to the satisfaction of the Engineer.
6. N�N-PAY ITEM -- PROJECT SCHEDULE:
Cqntractor shalt be responsible for producing a project schedule at the pre-construction conference. This schedule
shall detail all phases of canstra.jction, including project ciean up, and allaw the co�tractor to complete the work in
the allotted time. Contractor will not mo�e on to the jabsite nor will work begin u�tii said scheduIe has been
received and appro�al secured fronn the Construction Engineer. However, contract tune wifl start even iFthe project
schedule has not been turned in. Praject schedule will be updated and resubmitted at tk�e ez�d of e�ery estimating
p�riod. All cnsts involved with producing and maintaining kE�e project schedule shall ba considered subsidiary tQ
this contract.
7. NON-PAY ITEM— NOTIFICATION OF RESIDENTS:
In order to cut down on the number of complaints from residents due to the dust generated when saw-cutting joints
in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting
joints during the co�zstructipn of paving projeets.
All costs involved with providing such written notice shall be considered subsidiaty to this contract.
S. NON-PAY ITEM — PUBLTC N07'IFICATION PRIOR TO BEGINNING GONSTRUCTiON:
Prior to beginning construction on any block in the project, the coniractor shalk, on a block by block hasis, prepare
and deliver a notice or flyer oithe pending construction to the front door of each residence or business that will be
impacted by construction. The notice shall be prepared as foIIows:
'T'he notification notice or flyer shall be posted seven (7) days priar to beginning any construction ackivity on each
block in the project area. The #lyer sha116e prepared an the Contractor's letterhead and shall include the following
information: Name of Project, DOE No., Scope of Project (i.e. type of conskructiqn activity), actua! constructian
dnration within the block, the name of the contractor's foreman and his phone number, the name of the City's
inspector and his phone number and the City's after-haurs phone nurnber. A sample of the `pre-construction
notification' flyer is attached.
'Fhe coniractor shall submit a schedule showing the construction start and finish tim� for each block of the project to
the inspector. In addition, a copy of the flyer shalt be deli�ered to the City I�►spector for his review prior to being
distributed. Tbe cantractor will not be allowed to begin constructian on any block until the f�yer is deii�ered to ail
residents of th� hlock. An elecEronic version of the sample flyer can be a6kained from the construction of�ce at
Sil-83UG.
All work �nvolved with the pre-consiruction noti%catian flyer shall be considered subsidiary to the contract price
and no additiona! campensation shall be made.
9. NON-PAY ITEM — PRE-CONSTRUGTION N�IGHB�RHOOD MEETING;
After the pre-construction cor�%rence t�as been held but before construction is allowed to begin on this project a
public meeting will �e held at a location to be determined by the Engineer. The contractoz', inspector, and project
manager shall meet with all affected resideats and present the projected schedule, including construction start date,
and answer ar�y construction related questians. Every effort will be made to schedule the neighborhood meeting
within the two weelcs follawir►p the pre-canstruction conference but in no case will construcfion be allowed tv
begin until this rr�eetir�g is held.
10. NON-PAY ITEM --- WASHED ROCK:
All washed rock used for embedment or backiill or as otherwise directed by the Engineer shall washed, crush�d
stone and shall meat the following gradation and abrasion: (Actual washing nrot raquired if gradation is met)
Sieve Size % Retained
1" 0
'/a" 0- I 5
31$" 55-96
#4 90-I6Q
#8 95-i0D
Los Angeles Abrasian Test: 5ll% Maxi�um wear per A.S.T.M. Designation G131.
l I 1. PAY ITEM - UTIi,ITY ADJiJSTMENT:
� This item is included for the basic purpose of �stablishing a contract price which �vill be compara6le to the final
.,. cost of makin; necessary adjustments required due to streeE improvements to water, sanitary sewer and natural
� gas service lines and appurtenances where such service lines and appurtenances are the property owner's
responsibility to rnaintain. An arbitrary figure has been placed in the Praposal; hower+er, this does not
guarantee any payment for utility adjustments, neither does it confine utility adjust�nents ta the amount shown
� in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed pium6er to
_ z�ak� the u�ility adjustments determined necessary by the Engineer, No payment will be made for utijity
adjustments except those adjustments datermined necessary by the Engineer. 5hould the cvatractor damage
service lines due to his negligence, where such lines wouId not have required adjustment or repa�r otherwise,
the Iines shall be repaired and adjusted by the contrackor at the conkractor's expense. The payment to the
� contractor for utility adjustments shalI be the actual cost of the adjustments plus ten percent { 14%) to ccrver the
cost of bond and o�erheaci incurred by the contractor in handling the utility adjustments.
12. PAY ITEM - PROJECT DESIGNATION SiGN:
The contractor sha[1 construct and instali two (2) Project Designation 5igns and it will be the responsibility ai
the contractor to maintain the signs in a presentable conditi�n at all times on each project under construction.
Maintenanc� will include painting and repairs as directed by the Engineer.
Tt will be the responsibility of the Contractor to ha�e the individuai project signs iettered and painted in
accordanee with the enclosed detail. The quality of the paint, painting ancf lettering on tha signs sha116e
approved by the Engineer. The heigh# and arrangement �f the lettering shali be in accordance with the enclosed
detail. The sign shajl be eonstructed of 3/a" fir plywaod, grade A-C (exterior) or better. These signs shall be
insralled on barricades or as directed by th� Engineer and in place at khe project site upan commencernent of
construction.
The work, which includes th� painting of the signs, instailing and removing the signs, furnishing the materials,
supports and connectio�s to tl�e support and maintenance sk�a11 be to the satisfaction of the Engineer.
The unit price bid per each will be full payment for materials it�cluding all ia6or, eguipment, tools and
incidentals necessary to complete the work.
13. PAY IT�M — UNCLAS5IFIED STREET EXCAVATION:
See Staudard Specifications Item No. 1�6, "Unclassiiied Street Excavatian" for specifications govezning this
item.
Removal of existing penetration or asphalt pa�ement shall be included in this item.
�
Operations necessary to windrow existing gravel hase in order to lower or raise subgrade shall be cansidered as
subsidiary to tt�is item �d no aciditional compensativn shall be given as such. .
During ttze construction of this prvject, it is required that all parkways be excavated and shaped at the same time
the raadway is exca�ated. Excess exca�ation will be disposed of at locations approved by the engineer.
The i�tention of the owner is to pay only the plan quantity without measurement. Should either eontracting
party be able to si�ow an errar in the quantities exceeding 10 percent, then actua! quantities will be paid for at
the unit prices bid. The party requesting the �ayment of actua! rather than plan guantities is responsible for
bearing any survey and/or measurement costs necessary to verify the actual quantities.
1�F. PAY I'i'EM - 6" REINFORCED CONCRETE PAVEMENT:
(aj appiicable provisions of standard 5pecificativns Item 314 "Concrete Pavement," shall apply. The
cantractor shall use a six (6) sack concrete mix far all hand placernent in the intersections. T#�e unit price
bid per square yard shall be full payment for all la6or, material, equipment and incic3entals necessary to
� complete the work.
{b) Once an evaluation oF tt�e pavement is made to determine whether the cracfc is due ta distress or minor
shrinkage, the following policy will apply:
(1) When the cracfc is minor and due to shrinkage {cosmetic), then no further treatment will be needed.
(2) Ifthe crack is due to distress {structural), the fakled pavement must be removed and replaced a miniznum
of 5 feet. Cn no case should the remaining portion of the panel be less than 5 feet wide afier repairing the
failed paneE.
(3} Any crac�C within 12 inches of any joint must 6e remo�ed and replaced a minimum of 5 feet to grevent
iuture spafling of the pavement.
(c) All concrete pavemer�t not placed by hand shall be placed using a fully automated paving machine as
approved by the Construction Engineer. 5creeds will not be allowed except if approved by the
Canstruction Sngineer.
15. PAY ITEM - SILICONE rO1NT SEALING FOR C�NCRETE PAVEMENT:
;�
�[
I
CITY OF FORT WORTH, TEXAS
TRANSPDRTATION AND PUBLIC WORKS DEPARTMEN'I'
SPEGIFICATION
for
SILICONE 301NT SEALING
(Revision I, October 18, 1989)
(Revision 2, May 12, 1994)
SC�P�
This speci�cation for silicnne joint sealing Portland Cernent CoRcrete pavement and
curbs shail supersede Itsm 3i4.2. (I 1} "Jaint 5ealing Materials" of �TANDARD
SPEGIFICATTONS F'OR STREET AND STORM DRAIN CONSTRUCTION -
CITY O� FORT WOR'�H, and Item 2.210 "Joint 5eakiaa" of STANDAItD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH iEXAS
GOUNCIL OF GOVERNMENTS.
3. MATERIALS
3.1 The silicone joint sealant shall meet Federal Specification 'TT-S-Q41543A for
Ciass A sealant except as modi�ed l�y the test requirements of this specification.
Before the installation of the joint sealant, the Contractor shall furnish the
Engineer certification by an independent testing laboratory that the silicone joint
sealant meet these requirements.
3.2 The manufacturer of the silicone joint seaIant shafl ha�e a minzrnum two-year
demonstrated, documented successiul field perforrr�ance with Portiand Cement
Concrete pavement silico►�e joint sealant systems. Verifiable documentation shall
be submitted to the Engineer. Acetic acid cure sealants shall not be acceptad.
'T'he silicone sealant shall be cold app�ied.
33 Self-Levaling Silieone Joint Seaiant
The joint sealant shail6e Dow Corning $90-SL self-leveling siiicone joint sealant
as manufacttired by Dow Corning Corporation, Midland, MI 4868b-0944, or an
approved equal,
Self-Levelin� Silicon.e daint Sealant
Test Methad
AS SUPP�.IED
*���x
MIL-S-88Q2
ASTM D I475
��**
***a�
��**
AS CURED - AFTER
Test
Non Volatil� Cnntent, % min.
Extrusion Rate, grams/minute
Specifie Gravity
Skin-Over Time, minutes max.
Cure Time, days
Full Adhesion, days
Requirement
9�6 to 94
275 to 550
1.206 to 1.34D
60
14 to 21
14 ia 21
ASTM D 412, Die C Mod. Elongation, %[ziin. 14U0
ASTM D 3583 Madulus @!50°/a Elongation, psi max. 9
(Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @-�-1001-50% No Failure
ASTM D 3583 Adhesion tv Concrete, % Elongation min. 6D0
(Sect. I4 Mod.}
ASTM D;583 Adhesion to As�halt, % Elongation min. 600
{Sect. 14 Mod.)
3.4 'I�e joint �Iler sop shall be of a closed cell expanded polyethylene foam backer
rod ar�d po6yethylene bond breaker tape of sufficient size ta pravide a tight sea1.
The back rod and breaker tape sha116e instal�ed in the saw-cut jo�nt to prevent
the joint sealant from flowing to the bottora of the jnint. The hacker rod and
breaker tape shall be compatible with the siticone joint sealant and no bon�t or
reaction shall occur between tt►am. Reference is made to the "Construction
Detail" sheet for tke various joint detai�s with their respective dimensions.
4_ TIME OF APPLICATION
On newly cv�structed Partland Cement Cancrete pavement, the joints shall be
: initially saw cut to the required depth with the proper joint spacing as shown on
the "Constru�tion DetaiP' sheet or as directed by the Engineer within 12 hours of
khe pa�ement placement. (Not� that for the "dummy" joints, the initial l/4 inch
width "green" saw-cut and the "reservoir" saw cut are identical and shoulct he
part af the same saw cutting operation. Immediately after the saw cutting
, pressure washing shall be applied to flush the concrete slurry from the freshly
, saw cut,joints.) The pavement shall be aliowed to cure for a minimum af seven
{7) days. Then the saw cuts for the joint sealant reservoir shall be marie, the
joint cleaned, and the joint sealant install�d, During the applieation of the joint
; sealant, the weather shall not be inclement and the temperatura shall be 4QF (4C)
� ' and rising.
5. EQUIPMENT
5.1 All necessary equipment shall be furnished by the GoQtractor. The Cantractor
shall keep his equipment in a satisfactory working condition and shall �e
inspected by the Engineer prior to Che beginning of the work. The minimum
requirements for construction equipment shall be as follows:
5.2 Co�crete 5aw;1`he sawing equipFnent shall be adeguate in size and power to
co�nplete the joint sawing to the required dimensions.
53 High Pressure Water Pump: T'he high pressure eold water pumping system shall
t�e capable of delivering a sufficient pressure and volume of water to thproughly
flush the concrete slu�-ry from the saw-cut joint.
5.4 Air Compressors: T`he delivered corr►pressed air shal! have a pressure in excess
of 90 psi an� 12p cfm. There shall be suita6le reaps for tha removal of a11 free
water and oii from the compressed air. 'Che blow-tube shall fir into the saw-cut
joint.
,�
S.5 Exirusion Pump: The output sha11 be capable of supplying a sufficient volume of
sealant to the joint.
5.6 Injeckion Toal: This m�chanical de�ice sha�l apply the seatant uniformly into the
joint.
5.7 SandbIaster: The desi;n shall be for commercial use wikh air compressars as
specified in Paragraph 5.4.
5.8 Bacl�er Itod Roller and Tooling Instrument: These devices shall be clean and free
of contamination. They shall be campatible with the jain depth and width
reguirements.
6. CONSTRUCTION METHODS
6.1 General: i'he joint reservair saw cutting, cleaning, hond 6reaEcer installation, and
joint sealant placernent shall be perfarmed in a conti�►uous sequence of
operations
6.2 Sawing 3oints: The joints shall be saw-cut to the width and depth as sho�vn on
the "Constructioa Detail" sheet. The faces of the joints shall be uniform in 4vidth
and depth akong the fu[1 length of the joint.
63 Cleaning Joints: Immediately after sawing, the resulting concreke slurry shail ba
completely remove8 from the 3oint and adjacent area by flushina with high
pressure �ater. The water flushing shali be done in one-direction to prevent
joint contamination.
Wkieo the Contractor elects to saw the joint by the dry rnethad, flushin� tite �oini
with high press�re water may be deleted. The dust resul�ing from the sawin�
shall be removecE from the}oint by �sing compressed air. (Paragraph Rev. l,
Oetober 18, 1989)
After com�lete drying, the joints shall be sandblasted. The nozzle shall be
attached to a mechanical aiming device so that the sand blast will be directed at
an angle of 45 degrees and at a distanca of ane to two inches from the face of
the joint. Both joint �aces shall be sandblasted in separate, one directional
passes. Upon the terminatian oithe sandblasting, the joints shall be bkown-out
usin� compress�d air. The blow tube shall fit into the joints.
The blown joint shall be checked far residual dust or ott�er contamination. If
any dust or contamination is found, the sandblasting and blowing shall be
repeated untii the joiat is cleaned. Solvents will not be permitted to remave
stains and contarnination.
Immediately upon cleaning, the 6oad breaicer and sealant shall be placed in the
joint. Open, cleaned joints shall not be left unsealed overnight.
�ond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in
the cleaned joint prior to khe appjication of the joint sealant in a manner that �vill
prpd�ce the required dimensians.
6.4 Joint Sealant: Upon glacement af the bond breaker rod and tape, the joint
;, sealant shall be ap�Iied us�ng the mechanical injection too�. T�e joint sealant
application shall aat be permitted when ti�e air and pavemant tennperature is less
than �40F (4C}. Joints shall nat be seaieci unless they are clean and dry.
Unsatisfactorily sealed joints shall be refilled. Excess sealant �eft on the
pavement surface shall be removed and discarded and shall not be used ta seal
the joints.
The pavement surface shall present a clean final con�ition.
Traf�'ic shall npt 6e allowed on the fresh sealant until it beco�nes tack-free.
Approval of ]oints: A representative of the sealant manuiacturer shall be present
at the jab site at the be�inninb o�the final cleaning and sealing of the joints. He
shall damonstrate to the Contractor and the Engineer the acceptable method for
sealant installation. The manufacturer's representative shall approve the clean,
dry joints before the s�aling operation commences.
7. WARRANTY
T'he Contractar shall provide the Engineer a manufacturer's written guarantee on all
joint sealing materials. The manvfacturer shall agree to provide a�y replacement
material free of charge to the City. A�so, the Contractor shall provide the En;ineer a
written warranty on all sealed joints. The Contractor shall agree to repiace any failed
joints at no cost to the City. Both �varranties shall be for one year after final
acceptance of the campleted work by the Engineer.
8. BASIS OF PAYMENT
Payment will be made at the Contract bid itenz unit price bid per linear faot (L.F.) as
provided in "MEASUREM�NT" for "SILICONE JOTNT SEALING", which price of
shall be fWl compensation for furnishing all materials and for all preparation, deli�ery,
and application of those sealing materials and for all labar, equip�nent, tools and
incidentals necessary to comp�ete the silicone joint sealing in conformity with the plans
and these speeifications.
a�
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,i
i�
16. PAY ITEM -6" LIME STABILIZED SUBG1tADE: This item shall be instaffed in accordancewith Skd. Spec. Ttem
210. Quantities bid include stabilization under HMAC transition areas on side sireets. Appiication rate for the
hydrated lime shall be 5°fo. The exact amount and poundage of lime will he calculated by performing a lime series.
17. PAY fTEM - LIME FOE� 5TAB1LIZ�D SUBGRADE: This item shall conform to the Std. Spec. Item 212.
18. PAY ITEM - 7" CONCI�TB CURB: The cQntractor may, at his option, construct eith�r integral or
superimpasad curb.
Standard Specification Item 502 shall apply excep� as herein modified.
a. iNTEGRAL CURS: inkegral curb shall be constnicted along the edge of the pavement as an integral part of the
slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more t[�an thirty (30}
minutes a�er the concrete in the siab.
b. SUPER[MPOSED CURB: Concrete shall hava a rninim�un compressive strength of three thousand (3,OOD)
ponnds per square ineh at nventy-eight (2$) days. The quantity of mi�cing �vater shall not exceed seven U.S.
gallons per sack (941bs.} of Portland Cement. The slump of the concrete shail not exceed three {3) inches. A
minimum c�ment eontent vf five (5} sacks of cement per cubic yard of concreta is required.
l9. PAY I�'EM - 4° STANDARD CONCRETE SiDEWALK. LEADWALK AND WHEELCHATR RAMP: All
applicable provisia�ts of Standard speci�oations Item 504 "Concrete Sidewalks and Driveways" shall apply.
1'he contractor shall construct standard concrete sidewalk, and wheelchair ramp as shown in the details ar as
directed by khe engineer.
i'he contractor sha11 not rernove any regulatory sign, instructioqal sign, street name and sign or other sign which
has been erected by the City. The contractor shall contact Signs and Markiag Divisioq, TPW (Phone 871-
8075).
All concrete flared surfaces (wheelchair ramp wing or eurb) shafl be cQlored with �,ITHQCHROME color
hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofeld Company or equal,
shal! be used in accordance with manuiacturers instructions.
Gantractor shaIl provide a colored sample concrete panel nf one faot by one foot by three inches dimension, or
other dimension apprpved by the Engineer, meeting the aforementianed speci�catian. The satnp[e, upon
approval by tfie Engineer, shail be the acceptable standard to be applied for all wheelchair constructian.
Surface colaring shall be subsidiary to unit price bid for this pay item.
The method of application shall be by screen, sifter, sieve or other means in arder to pro�ide for a uniform
color distribution.
20. PAY ITEM - RETAINING WALL: This item is to be placed as indicated on the plans. The size and shape are
detailed in the plans. Aii applicable provisions of sYandard Specifications Item S 1$, "Retaining Walls", shall apply.
21. PAY ITEM - REPLACE EXIST. CURB AND Gi7TTER:
This item is included for the purpose and removing and replacic�g existing cu�rb and gutter in transition areas as
determined by th� Engineer in the f�elci. The proposed eurb and gutter will he of the same c�imensions as the
existing curb and gutter to be removed. Quantities for this pay item are approximate and are given vnly tn estahlish
a unit price for the work
The price 6id per linear foot for "REk'LACE BXIST. CURB AND GUTTER" as shawn in th.e Prpposal will be
full payment for materiaks including aIl �abor, equipment, tools and incidentals necessary to complete the work.
22. PAY ITBM - HMAC TRANSITION:
This item will consist of the furnishing and placing at varying thicknesses an HMAG surface in transition areas
wF►ere indicated on the plans, as specified in these specifications and at other locations as may be directed by t�e
Engineer.
This item shall be governed by all applicable provisions of Standard Sp�ciiications Item 312.
Ths price bid per ton HMAC Transition as shown iz► the Proposal will be fuil payment for materials including
alE labor, equipment, tools and incidentals necessary to cnmplete the work.
23. PAY FTEIVI - 6" PIPE SUBDRAIN:
No speci�c iocation Far tiiis item is designated on the plans. Subdrain sha�l be installed only if feld conditions
indicate grnund water at subgrade level ai�er excavation aqd if deemeci necessary by the Engineer.
24. PAY ITEM - TRENCH SAFETY:
Description: This item will consist of the basic requirement� which the contractor must comply with in order to
pr� vide for the safety and health of workers ia a trench. The contractor shali develop, design and implement the
trench exca�atian safety protection systenn. The contractor shall bear the sole responsibility for the adequacy of the
trench safety systezn and providing "a safe place to work" for the workman.
The trench excavation safety protection system shalI be used for all trench excavations deeper than five (5) feet.
The Exca�ating anfl Trenching Operation Manuai of the Occupational Safety and Health Adminiskration, U.S.
� Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this
sp�cification. The contractor shall, in addition, comply with all other applicahle Federal, State and local rules,
� regulations and ordinances.
Measurement and Payment: All methods used for trench excavation safety pratection shall be measured by the
linear foot of trench and paid at the unit pric� in the Proposal, which shall be total compensatian f�r furnishing
design, materials, tools, labor, equipment anci incidentals necessary, includin�, removal ofthe system.
25. PAY ITEM - REMOV� �XISTING CONCRETE DRIVEWAY AND SID�WALK: 5idewallcs and dr�veways
shall be removed to the limits as shown on the plans exercising special care to a�oid damage to that porrion of
conerete to remain in place. The edge of removal areas abutting existing concrete areas to remain shall be saw
cut.
The unit bid price per square foot will be full payment fvr saw-cutting, removing and disposin; of th� existing
driveways, and sidewalk and all materials, labor, taols, equipment and incidentals necessary to camplete the
woric.
26. PAY ITBM - TOP SOIL:
The proposed quanti#ies shown are calculated ta provide topsoil4 to 6 inches in de�#h (cornpacted) over the
parkway area anci do nat inc�ude deeper than design depth behind the curb. The pay item is intended to pay for
kopsoil that must be im�ortec� where suitable material is either not available on the job or cannot reasonably be
stored on-site. Payment will be made on the basis of loose truck volume (full tz�ucic with sideboards up) tickets and
material must meet City of Fart Worth standards for topsoii. Only tha volume imparted will be paid for and may be
substantially less than the groposal quantities listed.
�
27. PAY ITEM - ADNST WATER VALVE BOX:
Cantractor will be responsible for adjusting water valve boxes to match new pa�emen# ;rade. The water valr+es
themselves will be adjusted by City of Fort Worth Water Department forces. .
The unit price bid wi11 be full payment %r materials including all labor, equipmenk, tvols and incidentals necessary
to complete the work.
28. PAY ITEM - MANHOLE ADNSTMENT:
This item shall include adjusting the tops of existing and/or proposed matlfioles to match proposed grade as shown
on the plans or as directed by the Engineer. Standard Specification Item No. 454 shall apply e�ccept as %llo�vs;
[ncluded as part ofthis pay item shali be the application of a cold-applied preformed flexible butyl reibber or plastic
sealing compound for sealing interior and/or exteriar joints on concrete manhale sections as per currenk City Water
Department 5peciai Conditions.
29. PAY ITEM- ADJUST WAT�R METER BOX:
Tfiis item shall include raising or lowering an existing meter box to the parkway �rade speci#ied. No payment will
ba rnade for existing boxes which are within 0.1' o� speciiied parkway grade.
� `Che unit price bid will be full payment for materiais including afl labor, equipment, too�s and incidentals necessary
, _ to camplete the wark.
34. PAY ITEM -5" H.M.A,C. PAVEMENT (Thickness Toferances and HMAC Testin� Procedures):
The base caurse shall be a 3" deep Typc "B" course placed in one lift. The sur�'ace course shall be a 2" deep
Type "D" co�rse pfaced in one lift.
Ail pro�isions of 5tandard Specification No. 312.7 `Constru�tion Tolerance' shall apply except as modiiied
herein:
l) After completion of each asphalt paving course, core tests will be made to determine compliance with t�e
contract specificatioz�s. The hot-mix asphaltic concrete pavement will be core drilfed by the City o�Fart Wortts.
The thicicr►ess of the asphaltic surface wili be determined by measurement cores takan at locations determined
by the Engineer. The thickness of individual cores wiil be determined by averaging at least three (3}
measurements. Ifthe care me.asurements indicate a deficiency, the lengtia of the area of such deficient
thickness shall be deterrnined by additional cores taken along the length of the pavement in each direction until
cores are obtained which are at least of speci%ed thickness. The wicith of such area si�all nat be less than %z of
the roadway width.
2) When the thickness af the base course (as determined from care samples) is more than 15% de�cient of the
p�an thickness, the Contractor shall remo�e and repiace the def cient area at his own expense. If the thickness
is less than 15% deficient, the Contractor shall make up the difference in the 5ase thickness witf� surface course
rnaterial.
3) 'I'he surface course must ba the plan thickness. 'This does not include suriace course material used to make up
deficiencies in the base course as described in item 2).
4) The overall thicicness of asphaltic concrete pa�ement must be a minimum of the plan thickness. Deficient areas
(as d�termineci in item 1) found to be less than th� plan thickness will be remo�ed and replaced at the
Contractor's expense.
5) No addi�ianal payment over the conkract price will be made for any hot-mix asphaltic concrete course of a
thickness exceeding ihat reyuired by the plans and specifications.
6) HMAC Testing Procedure:
The contractar is rec�uired ta submit a Mix Design for both Type "B" and "D" asphalt that will be used for each
project. This should be submitted at the Pre-Construction Conference. This design shall not be more than twc� (2)
years old. Upan submittal of the design mix a Marshal (Proctor} will be calculated, if one has n�t been previously
calculated, for the use during density testing. For type "B" asphait a maximum of 20% rap may be used. No Rap
may be used in type "D"
Upon ap�roval of an asphalt mix design and the ca�culation ofthe Marshal (proctor) the contractor is approved for
placement of the asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours
in advance of the asphalt placement to schedule a technician to assisk un the monitoring af the numb�r of passes by a
roller to establish a rolling pattern that will pravide the required densities. The required Density for Type "B" and
for Type "D" asphalt will be 91 % of the caiculated Marshal (proctnr). A Troxler Thin Layer Gauge will be used for
all asphalt testing.
After a rolling pattem is establ ished, densities si�ould be taken at locations not more than 300 feet apart. Ttae above
requirement applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D"
asphalt is applied.
Cores to determine thickness of Ty�e "B" asphalt �nust be taken befare Type "D" asphalt is applied. Upon
completion of the appIication of Type "D" asphalt additional cores must be taken to determine the app�ied
thickness.
t�
ll
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•
' CTTY �F �'�RT WORTH
CONSTRUCTION S�RVIC�S
1PROJ�CT: 1998 CAPZTAL
'� w. �'oGG ( 6'�H
D�E NO.: 1952
i�iJidD COD�: 03
LABORP,TORY RESULTS �'�R
TEST HOLE AND PLASTICITY ZNDEX
IMPOROVF'.MENT PROGRAM
TO H�NIPHILL)
m��e__. _ ����z�--C��-�����R�_� ---�����______ = I
�HOL� ��. LF�H NO a: 32 363 . I
��TgON: i4U' WES� OF HEMPHILL N/4 _ I
ar�ao�r.�.��.40�00000000�m���m.o�.�.�a������s.��_.�0000do 7 od�.�da�..,�������_.�e���m��� I
��o��" �lC �
4.4�'� CRUSH]�D STONE W/S,�ND I
12 a 00'� GR�►Y CLp►Y I
__�.__________�___.�_____.�o_�.000�ooeoodod.��__�._____,�---___�._�.���._�,�_��,� �
�T�URG �IA��� : �,L: 3$ d 3 PI�. �9 0 0 PI s I9 e 3 SHI�CG: 11. Q� I
A��+ CO�,C?:: CI�iR'�" o�/� CR�YISH BRO�i CI�Y I
�5� ����: 138.0 L�� PER ��UB�C �"QOT I
�--�-- - - - - - �,�--� --- � �___.._��,� __ ---$_�= I
�.�--- - - - - - - -. , - - - .. - - -- - I
��I� #� 2 i,�►B NO d: 32 3 64 f
����: 8U9 �a. �o� CL I
��_.�__________________________�______o��.�o��000000e�d�.�____�________����oo�
E3 0 ��."` �� !
� e�0" �f�� CI�Y. W/GRAV�L & SAND I
�0.00'� R�tO�T CLAY 1
������o�a�__ao�odooddd.�v�-------�,��_______��__�oo.�0000aaoaoodmdd�o_�___-�)
Ti�URG i�IASI�S : I.L: 51. 8 PL : 29. 5 P� : 22 a.3 SHRKG: 16 . 0$ l
��� COI,OR CHI�►R�: g/2 GRPiYISH BROWf�i CLP�Y I
I� i�YG�i�; 138 . Q LBS P�R CUHIC k'Q�T � F
- _ _._..� -,. _._��_�._.��_____.__.... , �---- �_�_ ;
=- - - - - ----- ...._...-_._.__. - ---��-��,� 1
�4� � 3 LAH Nd.: 32365 I
O�TgaN: 9U5 W. F�G S/4 i
oo���__��m�o�_.��.�.���n�______omo�_�___��,_ , - ���oo���_���_____,�_____.�oo�o��_ �
�3.00p I�C I
4.00p BROWN CLAY W/GRAVEL �
12.04� BR�WAI CI:AY I
`�TT�RBURG LIMITS:r LL: 40.0 �PL:�21.0 Pi.�19.0��SHRKG:P12.p� `�o yW o, I
MUNSEL COLOR CHART: 5/2 LZGHT BROT+�I�SH GRAY CI�AY � #
iJN�T WEIGHT: 138,0 LBS PER CUB�C FOOT i
1==-----__-_-_�.�_.��. --_��_��__-___-_-______-_�=_----_�___�-----_----_-�= I
�D�F � 1952 PA.GE 3
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D�1�E R�PORTED: �4-�22-98
, TI�S�ED BY : CARDWE?.�L, DESAI
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-- = Consulting — Geotechnical - �n�ir�nmental
Constructian Matenals Testing
G��Y�C�INfCAL 1fVV�SiIGAiION
SOUiHSlD� I! 36�INCH VilAei�� �'�tANSMI�SIOM N1AlfV
�OR� 1lV�RiH, iEXAS
i�ll! ��I�ORI" NO. F�00-Ofi�
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N,�L�F ASSO�IA i�S, IIV C.
�o�-� wo���, T�XAS
BY
Y�'RR.�ei�l��, lNC.
�AL��4S 1 FOR�' WORTH 1 H�US�'ON ! ALIST�N I LONGVI�W
Nl�llFNiB�R 30, ��04
�����fl�ii��e
Consulting Engineers • Geotechnical • Environmental • Construction Ma#erials Testing
DALLAS • FQRT WORTFf • HOUSTON • AUSTIN • LONGVIEW
Navemb�r 30, 20Q0
TMI Repart Na. FE00-068
Mr. Michael A. Moya, P.E.
Halff Associates, Inc.
4000 Fossii Creefc Sac�levard
Fort Worth, Texas 76937
Re: Geotechr�icallnvestigation
Southside II 36-incf� Water Transmission Main
Fort Worth, Texas
Dear Mr. Moya:
Submitted here is our geatechnical report for the above referenced proj�ct. The study was
performed in accordance with o�r revised proposal P00-2'f 33FE dated September 13, 2000. This
repor� describes iF�e results af our field and laboratory investigations kogether with
recommendations for the design and canstruction of the 3&-inch water main project. Two bound
copies and one unbound copy of the report have been pro�id�d.
We apprecia#e the opportunity to assist an khis project and trust that our fi�ld and laboratory �ata
and engineering recammendatians will be of assistance in yaur design effarts. Do not hesitake ta
call if there are questions, or when we may be of further service. ,-.�"�°"'}o,�
Respectully,
T€R�-MAR, INC.
L
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; � ���-, -
Peter M. Shau, P.E.
Geotec�nical Engineer
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" V
arrett E. Williams, P.E.
Vice President
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a40D Gravel Drive, Bldg. 3�, �ort WortF�, iexas i61�98 PF�ona: �11-28Q-9363 �ax: 817-a84-9430
Southside [I 36-inch Water Transmissian Main
Fort Worth, T�xas
1'MI No. FEOd-d68
Navember 30, 2400
._� �-, � ����e�,��, r�ec.
- Consulting — Geotechnical - Environmental
Cansiruction Maierials Tesling
TA�L1� O� CON��1Vi5
Paae
;
�.0 PROJ�CT D�SCR]PTION, PURPOSE AND SCOP� ----
2.0 FfELD AND LABORATORY INVESTIGATI�NS -----------
3.0 SITE AND SUBSURF'ACE CONDITIONS -------------------
3,1 Site Geo[ogy --------------------------------------------------------
3.2 Subsurface Conditions--------------------------------------------
3.3 Groundwater ----------------------------------..________-------------
4.0 PIPELINE DESIGN RECOMMENDATIONS ----------------
4.1 General Design Considerations --------------------------------
4.2 Pipe Embedment & Bacicfill Recommendations ------------
4.3 Provisions io REduce Backfill Settlement --------------------
5.0 TRENCH EXCAVATIONS ---------------------------------------
5.1 Excavations -_______..------------------------------------------------
5.2 Groundwater SeEpag� Considerations -----------------------
5.3 Construction Gonsiderations ------------------------------------
6.0 THRUST BLOCK R�CDMMENDATIONS -------------------
TABLE 1— THRUSi BL�CK RECOMMENDATIONS---------
7.D BORE CR055ING RECOMMENDATIONS------------------
8.0 ! N S P ECTI O N AN D TEST[ N G----------------------------�------
9.0 L I M ITAT i O N5 -------------------------------------------------------
�
Plan of Borings ----------------------------------...
' Log of Barings ------------------------------------•
; Legend for tog of Borings ---------------------•
Recommendations for Braced Excavations
------------------------------------ 'I
--------..---------------------------1
------------------------------------ 2
-------_.._______________________..__ 2
------------------------------------ 2
------------------------------------ 3
------------------------------------ 3
------------------------------------ 3
------------------------------------ 4
----------------------------------- 5
___..-----------------------.._______ 5
------------------------------------ 5
------------------------------------ 6
___.._.,_..__..________________________ 7
------------------------------------ 7
------------------------------------ 8
------------------------------------ 8
------------------------------------ 9
-------....___....--------------------- 9
Fi4ure
-----1 - 2
--- 3 - 17
-18-19
------- 20
I` Field and Laboratory Procedures ----------------------------------------------------------------------------- Appendix A
Southside II 36-inch Water Transmissian Main ,����.���� r�fj�'�.
Fori Warth, Texas
TMl No. FEOQ-068 == Consulting — Geotechnical - Environmental
November 3a, 2000 --- Construction Materials Testing
9.0 ��a.��cr ��sc���rro�, �v��os� ,�►�� sco�� .
The proposed praject includes the installatio�n of approximate�y 17,50D linear feet of a 36-inch
waier transmission main between St. Louis Ave�ue and Wabasl� Avenue in South Fort Worth,
Texas. �"i�e ma�ority af the water main line wil! be installed with open-cut excavations; however,
" subsurface bores will be nec�ssary for the existir�g railroad crossings and high traifiic roads. The
' approximat� al�gnment of t�e �ra�ect is shown on the attached Fig�res 1 and 2. lt is unde�stood
� that the water main inver� will kypicaliy vary from about 5.5 feet to 10 feet below the graund surface
and at elevations �I. 667 ko 758 feet.
,
The investigation was designed to explore subsurface conditions along tne �raposed pi�eline
j alignment, and fram the results of the exploration, develop engineer�ng parameters and
recomm�ndations to b� used in its design and construction. Our services jncluded:
� A detailed description of subsurface soils and graundwaker condiiions along the alignment,
and their effect on design and construction, incl�ding a descri�tion of the sail st�atigraphy,
�nderlying rock formatia�, and any noteworthy geolagical conditions.
� Recommendatians for the design and construction of the water main pipekine project with
respect to expansive clay soifs.
m The effecks of groundwater an the design and installaiion nf th� wat�r main pipeline,
o Recommendatians regardi�g pipe embedment and trencn construction.
� Estimation nf modulus of subgrade reaction of enveloping earth.
� Specifications and requirements for materials used as fill an this site, inciuding material
pr�perti�s, and compaction requirements.
� Recommended aliowable bearing pressures for the design of thrust blocks.
,, o Recommendations for the bore crassings.
� , �.0 �l��� �IVD LA�OF��4�OI�Yl1VV�S►1C��4i101�lS
Subsurface conditions were evaluated �y a tatal of 15 borings drilled to depths of 90 to 15 feet
below tt�e existing grades. Boring locations were �laced along the aiignment in areas selected by
Halff Associates, Inc., and are indicated on the Plans of Barings, F'igures 1 and 2. A c�etaifed
description of the field and 1abo�atory pracedures used in the drilling and testing of the soil
samples can be faund in the Appendix.
Page 1 of 10
Southside II 36-inch Water Transmission Main
Fart Worth, Texas
TMI No. F�00-068
fVovember 30, 2000
. r��►�-�,a�, r��.
� a=� Consulting — Geotechnica[ - Environmental
— _ - Consiruction Materials Testing
i'he res�its of the field and laboratary testing proc�dures, aiang with #he soil classificafion by th�
UnEfied Soil Classification System, can be found at t�e apprnpriate depfhs on the Logs of Sorings,
Figures 3#hrough 17. A key to the boring logs terms and symbols is pres�nted on Figures 18 ar�d
19.
3.0 Sl�� AN� SU�SUl�t�A�� C(?NDIilONS
3.1 5ite Geology
According to the Dallas 5he�t of #i�e Gealoaic Atlas of Texas, the proposed alignment is
geologically focated in the Weno �imestone and Dent�n Glay ur�divided, L.ower Cretacet��ts Age.
Weno l�imestar�e consists o€ upper timestone, middle al#ernating clay and limestone and lawer
limestone units. ih� Denton Clay farmation consists �f al#err�ating layers af clay, marl, artd
limestone. Conditions at the contact between these twa formations are known to be highly
variable, It is also common for very hard weathered limeskone and sF�ale layers to be encountered
in the transitionaf materials.
3.2 Subsurtace Conditions
Descriptions of the subsurface conditians enco�ntered in #he borings, including descriptions of the
various strata and their deptt�s and thickness, ar� presented on fhe L.ogs of Borings. The actual
variations in the snil and rock depths may vary from what is sho�vn between the boring locations.
Baundaries between the various soil and rock types are approximate.
The ground surfiace at the boring locafians was covered with about 1 to 8 inches of asphalt or 5.5 ta
8 inches of concrete over up to 21 inches of crushed limestone base. The crushed fimeston� base
was absent in Borings B-9 and B-2. Tan weathered limestone was not encountered in Borir�gs 6-6,
B-8, B-9, 8-12 and B-�3. Reddish brawn, light browr� and gray s�aley clays underlaid the tan
weathered limestflne in Borings 8-1 through B-5 and 8-10 at depths of 3 to � 1 feet. These borings,
except B-1, were terminated in the clays at a depth of 15 feet, Gray shale was encauntere� at a
depth of 14 feet below existing grade in Borir�g 1 and extended ta the boring termination de�th of 15
feet. Gray limestone was present beneat� the tan weathered limestane in Barings B-1Q and B-�5 at
depti�s of 9 to 12 fest and continued to terminatio� at a depth of 15 feet.
The clayey soils exhibited liquid limits (LL) of 38 to 66 percent and pfasticity indices (PI) of 20 to
4�. These soils exhibited unconfined compressiv� strengths ranging from �.2 to �,D tons per
Page 2 of 10
Sauthside II 36-inch Water Transmission Main
Fnrt Worth, Texas
TMI Na, FE00-668
November 30, 2004
- �Ts�/[F3�lIlFa�� Ifi'I.Ir
— _ _— Consulting — Geotechnical - �nvironmental
= - = Constructlon Materials Testing
s�uare foot (tsf), The consistency af the clay�y soils ranged from stiff to hard. TxDO� Cor�e
Penetration blow counts in t1�e dark gray shale in Boring B-1 exhibited �QO baows per 1-inch. Blow
counts of the tan weathered limestone in some barings ranged from 100 blows per 0 to 3.8-inch.
Blow counts in the gray limestone in Sorings B-10 and B-15 ranged from D to 0.2-inch.
�
�
,;
�
I
,!
3.3 Groundwater
The borings were advanced using continuous flig�t augers. Advancement of the borings using
these methods allows observation of the initial zanes af seepage. Gro�ndwater was not observed
� during drilling a�d all borings were dry at completion.
,It is not possible to accurately predict the magnitude of subsurface water fluctuation that might
�occur based upon these short-term obs�rvations, and it should be recognized that groundwater
levels will fluctuaie with variations in seasonal �recipitatian and surficial runoff. If constructior�
occurs during or following periods of heavy rainfall, shallaw groundwater may be encountered in
the form of seepage through khe cracks, fissures and fractures within the clay overburden sails. If
there is a noticeable change from the eonditions reported herein, Terra-Mar should be notified
immediately to review ths effects it may have on the design recommendations.
4.0 �I��Lflll�' D�51�M R�COMI9�I�M�ATlBi��
4.9 C�eneral Desrgn Consrderations
HAI expects bearing e{evations ta rar�ge at a depth af about 5.5 to 10 feet beEaw exist�ng grades
along the alignment. Most of the pipeline wiil be installed using open-cut excavations; however,
some bored excavations will be necessary for the existing railroad crassings and high t�affic loads.
Currently, khe pro�osed bore instailation locations are:
1
2
3
4
5
Iniersectinn ofi MK & T Railroad and W. Bolt 5treet.
Intersectian of G.C. & S.F. Railroad a�d PafFord Strest
Intersection of Seminary Drive and Wayside
Intersection of McCart a�d Gambrell Avenue
Intersectian af Hemphill and Balt
Page 3 af 90
5outhside II 36-inch Water Transmission Main
Fort Worth, Texas
TMI No. FE00-OBS
No�ember 30, 2004
����I �il��i�, /i�+�.
� ��= Consuliing -- Geotachnical - Environmental
�- = � Construction Materials Tesiing
The water main pi�eline will bear in a variety af subgrade materials dependi�g o� the location,
whicn can be attributed to the changes in geology and elevation along tne length of the alignmenf.
The borings indicate that suitable bearing materials are pr�sent at the genera! bearing depths in
the sample focations. The cohesive materials a�e in a stiff to hard condition.
In some areas, tan w�athered fimestane, gray limestone an� gray shale were encountered. While
these materials are considered s�itable as a bearing materiaf, it si�ould b� expected that
excavation of these materials will be difficult and time �onsuming. Please ref�r to Section 7.0 for a
mare detaileti discussion.
Since the loads at the bearing efeuation after construction (from the pipe and bac{�fill) should be
very close or somewhat low�r t�an the origi�al overburden pressures, settlement af properly
bedded pipe is expected ta be negligible. Additionaliy, the pipeline sha�ld bear beiow �t least a
portion of the typical active moisture zone, which should limit mavements related to shrinklswel�
eifects to acceptabfe amounts. lt is recammended that the pipelir�e be design�d to withstand an
the order of 9 ta 2 inches of ver�ica! mo�ement to account for localized non-unifarmity, soft zor�es,
or moderate seasona! shrinklswell effects.
The selecfian af a suitable modulus of subgrade reaction (#�) for the design of the pipeline is
somewhat complicated by the fact that the subgrade condiiions at the sample locatians are
variable, and that the barings locations are widely spaced. The k-val�aes would �e expected to
range fram a�proximately 104 pci in the clays to over 1004 pci in the limestones. It is
conservative�y recommended that a vaiue of 100 pci be used in the clays and 7�0 pci in the
aimestone and shales far design af all of the water main pipeline areas.
4.� Prpe �mbedment 8 Backfil! Recommendations
Pipe embedment should be a coarse-grained cohesiar�-less material that will praperly fill the area
belaw the spring line of the pipe. This bedding s�ou{d extend abov� the pipe a minimum of 6
inches ko provide protection of the pipe during placement of tt�e trench backfi[1.
Site �xcavated materials are generalfy considered suitable for use as backfill above the
embedment ma#er'rals. Howev�r, it is noted that excavatea limestanes will req�ire significant
�roces�ing to break the rock dawn to a suitable dimension. Excavated limestones may be used as
fi41 provided they are properly pulverized to a maximum size af 4 inches with at least 50 percent
Page 4 ot 14
Sauthside H 36-inch Water Transmission Main
Fort Worth, Texas
7MI No. FE00-068
Novemher 30, 2DDd
_ ��i�i�a1�9�Y�, III�C
��= Consulting — Geolechnical - Environmental
= Construction Materials Testing
passing a number 4 siEve. This gradation requirement is recammended ta pr�event the presence
of voids around large rocks. AI! trench backfill shauld be fre� of deleterious materials. BackfiH
sha�ld be compacted in maximum 9 inch laose lifts at a minimum of 95% of the Standard Proctor
density {ASTM D698) at a moisture level ranging fram minus ko plus three (3) percentage points of
�
the optimum mois#Ure content.
4.3 Pravisions to Reduce Backfil! 5ettlement
Compactian contral (bath density and moisture) a� the backfill materials will be req�ired ta limit
settlemeni. Potential settlements can be limited to a�cepfable levels using site-excavated soil and
praperly processed limestone as backfill materials by specifying stringent compaction and testing
requirem�nts for all backfill material. We recarr�mend that af! backfill be compacted in maximum 9
inch laose lif�s, #o a minimum of 95% of the Standard Proctor density {ASTM D698), and within a
moisture range of optimum ta plus four percent of the optimum moisture cantent. The cnarse-
grained cohesion-Iess material pipe bedding materials should extend at least six inches above the
top of khe pipe, and shall be wrapped wit1� a suitable geotextile ko limit the intrusion af fines into the
crushed stone material.
Field testing wifl be a critical element in contralling khe compaction af tY�e hackfill ta �imit settlem�nt.
All trench backfilling in these critieal areas shall include f�il-#ime observatio� of soil compac#ion by
an experienced geotechniclan under the supervision of the geotechnical engineer. The coniractor
shauld provide protection for the testinglinspection personnel whil� working in the trenches, and
sF�all move the protective shieldlshoring such that areas to be tested are �eadify accessible, The
compacted moisturelder�sity of all backfill soils sho�tld be tested at a rate of about one test per 100
linear feet of trench, for eac� lift ofi fill placed, durina construction. Digging thraugh existing lifts af
backfill to access and test underlying li�ts sf�ould not be allnwed.
�.0 iR�Af CF� �,XC�41/A �lOf�S
5.9 �xcavations
Trench excavations wifl generalfy be perfarmed to depths a� 5.5 to 10 feet below existing grades
during canstruction of underground utii�ties ar to elevations EI. 667 ta 758. Th� excavations shauld
Page 5 of 10
Southside I! 36-inch Water Tra�smissian Main
Fort WoMh, Texas
TMl Na. FE00-068
November 30, 20Q0
_ ��'��tri�9��� /RAC.
�" Consuiting — G�atechnical- Enviranmental
� � C�nstnaction Materia(s Testing
be perform�d in accardance with OSHA Safety and Health Standards (29 CFR �926/�919�,
Su�part P.
For shork-term excavations less than 5 teet deep, it is expected that near veriicai excavation walls
can be usad. For excavations deeper than 5 feet, the excavation sidewalls should be slaped ar
temporary �racing should be pravid�d, regardless of the soi! conditions er�countered.
For slaped excavations, surcharge loads, such as those resulting from �xcauation spoil or
equipment sho�id be placed no cfoser than 2 feet from fhe cr�st af the slape in accardanc� with
OSHA regulations. In additio�, vehicle traffic should be mair�fained at least 5 feet from the edge of
the slo�e crest. Open-cut slape excavations shoufd take into account any existing structurss or
u#ilities in arder to avoid undermining these features.
The failowing guidelines are presented to aid in the davefopment af tne excavation plans;
1. Surface ar�as benind the crest of the sxcavations should �e graded so that surface water
daes not pond wiff�in 15 feet af the crest, nor drain ir�to th� excavation.
2. Excavated �arth stoc€cpifes should nat be placed near the crest of sla�es per �SHA
requirements.
�. The crest af slopes shauld be continually manitored for evidence of movement or patential
problems. Freestanding sfopes will �ecome less stable when influer�ced by groundwater
or saturation by rain.
Where site limitatians require excavations to hav� vertical sidewalls, an internal bracing system wil!
be necessary to support excavation in the ov�rburden soil. In �ieu o� a bracing system, a trench
shield consisting of a pr�fabricated rigid steel unit, adequate to witF�stand anticipated lateral
pressu�es, may be used where fateral movements will not affect the stability of the existing
structures and! or utility pipelines. �he brac�ng system should be designed fc�r a lateral pressure
present�d on Figurs 20.
Surcharge loads and traffic live loads, if �resent, must be included in bracing design. The
surcharge loads due to tra�c can be assumed to be equal ta two additional feet of excavaiian heighi.
�.� �roundwater Seepage Consider�tior�s
Significant groundwater seepaga is nQt expected at the praposed hearing depths. However, it
shauld be recognized that some seepage may accur �uring or following significant rainfall events.
1f significant seepage is encountered, it should be cantrolled by means and methods selected by
Page 6 of 10
Southsida II 36-inch Water Transmission Ma9n
Fort Worth, Texas
TiNI No. FEQQ-068
Navember 30, 2000
_ F�RI� ll�f�l�, 1'IV�.
- - =-� Gonsulting — Geotechnical - Environmenial
= - - Constructson �faterials 1'esting
the contractor. It is lifcely that seepage may be controlled by means of collection ditches, sumps,
and pumping, Grnundwater levels should be maintained at least three feet belaw the bases of the
excavatian for ihe full kerm af construction. Faiiure to do so may loosen the �earing materials.
Pratection of the open excavations s�ould be provided during periods af mod�rate to heavy
rain�all, as surface water wilk most fikely c�annel a�d collect in the excavations.
. There is also fhe potential far sidewall sloughing whiie the excavations are open, This will be of
, particular concern in any areas where groundwater is e�countered, as the groundwater will
. acc�lerate the slota�hing rate. It should also be recognized that clay cut surfaces wiil become
quite slippery when wet.
, ,.f.
.�
�
�
Additionally, khe excavakians would be expected ta cnllect rainfall. The base of the excavation
should include a minor slape (on th� order of 1 ffl 2%) to direct cofl�cted rainfall to a sump pump
system.
5.3 Corrstruction Consideratlons
Excavations will extend thra�gh clays and tan weathered limestone and possibly gray limestone.
�xcavations thraugh cfays are expected to be possible with conventional earih movin� equipment.
The weafihered and unweathered limestone wifl req�ire the use of heavy-duty or specialized rocic
digging equipment.
6.Q ►F�f�US► �LAG�t 14�'COf�1MEN�A l IQNS
Recommended allowable soii bearing pressures af thrust blocfcs are �ras�nted in Table 1. Table 1
shows the boring numbers, station numbers and the al{owable b�aring capacity far design af khe
thrust blacics. The clesign values includ� a factor of safety af 3.
Allowable la#eral �eafing pressures assume concr�te thrust blocks are in direct cantact with
undisturbed ciay soils ar rock. Lateral res�stance should not be counted in the thrust block design
within the upper 4 feei since ti�is upper sal zane wil{ be subject to seasonal shri�kage and
swefling.
Page 7 of 10
Southslde II 36-inch Wafer Transmission Main _��J��oJ�+J�Q�� /J�'�,
Fart Worth, Texas —
TMI No, FE00-068 ��s Consulting — Geotechrsical - Er�vironmental
November 30, 2Q00 = Construction Materials Testi�g
IA�L� 9 - THRUST ��O��t R�CpMM�N�A'�1D1�5 .
sORING NUMBER STATION NUMBER A�LOWABLE B�ARING
CAPACITY (psf}
B-1 - - --- 182+92 � — 3,50a 1
B-2 16�+�8 � 6,OaQ �
-- B-3 - 184+�8 6,QQ0 I
I B�4 155+36 5,0�0
IB-5 --— � 46+76 _ i _ 6,000
I �-� ���+�a � s,000 �
I -
� e-7 � �4+2� - s,000 - �
� �-� 9Q+95 3,a.oa
,,_ , i
I g_g 84+2fi -- _ 2,200 �
� B-90 -- 77+40 - 3,9ao
r
Ig_1 � 63+46 I �,OQQ
IB-12 51+99 2,70Q
B-13 45t35 1 6,QQ0
I -
Ig_�4 23+66 6,4Q0
Ig_�� 6�63 6,OQ0
�.0 ��F?�c C�DSSIJ°dG }��CBfil�l�llT�N��4�'1ANS
Bore crossings will bs pravided whe�e the water main crosses under the rai[raad tracks a�d high
tra�c roads as discussed in 5ectian 4.1. At these locations, the materia�s generally encountered
during field operations were clays ar�d fimestanes. The clays are very stiff ta hard while the
limestones shQuld �e considered to be hard to very hard.
Page 8 oF 10
Soulhside II 36-inch Water Transmission Main
Fori Worth, Texas
TMI No. FE00-068
November 30, 2000
,
����AII�I�R, IIP��:
� ' Consulting — Geotechnical - Environmental
-��� C4nstruction Materials Tesiing
It should be axpected that excavation and boring of the limestanes will be difficult and require
heavy-duty equipment. As a point af reference, TxQOT Cone Penetration blaw counts of t�ese
materials typically ranges from 1 QO binws per 0 to 3.8-Fnch.
In general, tunnel linings in this area can be designed using k�e coefficient of passive earth
pressure (Kpj af 1.5 and a wet unit weigF�t of 140 pcf. This pressure should be assumed to act on
the top, bottom and sides of ti�e tunnel ]iner. These pressures wo�ld develop over a�eriod af
years due to lang term swelling af khe surrout�ding clay soils. Initially, the pressure would be limited
to khe overburden soil press�re above the tunnel roof {Kp=1.Oj.
Due to the water pressure witt�in th� proposed water transmission line, t�e design af the pipe will
probably be governed by the pressure inside tf�e pipe rather than the soil pressure around its
cire�mference.
�, o ►������ra►� ,a �� ��s �r►��
.,, Many prablems can be avoided ar solved in the field �f proper �inspection and testing services are
,, p�ovided. It is recommended that all fi�ld operations related io soil placement and compaction be
�, monitored by a quali�ed engineering technician. Density #ests should be performed to veri�y
compaction and moisture cantent af any earthwork. Inspection shauld be performed prior to and
during concret� placement operations. Terra-Mar, Inc. employs a gro�p of experience�, wefl-
train�d techr�icians for inspectian and construction materia�s testing who would be pleased to
assist you on this project.
I �
9.0 �fM1iAT°I�h�S
Tne recommendations presented in this report are based on a discrete number of soil test borings.
Although our �eld persannel visually survey the sitE far surtace features indicative of variable soil
conditivns, subsur�ace conditians may be encour�t�red t�at diffe� from these data. In this case,
our office s�ould be notified immediately sa that the effects o# these canditians on design ancf
canstruct�on can be addrassed.
This study was conducted for t�e exclusive use of Halff Associates, 1nc. The reproducfion of this
repor# or any part thereof, in plans or other documents supplied to persons other tt�an the owner,
Page 9 of 10
Souths;de II 36-inch Watet Transmission Main
Fort Worth, Texas
7MI No. FEOQ-068
Nnvember 3Q, 2000
. ifc��A-lQ+���, il��.
'�� Consulting - Geotechnical - �nvironmental
— - - Consiruction Maferials iesting
shoufd bear fanguage indicating that the information contained therein is for generaf ��sic�n
purposes. Afl contractors referring to this geotecl�nicai report shou�d draw their own conclusions
for �idding purposes.
�age 14 o# 10
Southside II 36-inch Waler �'ransmission Main
Fort Worth, 7exas
TMi fJo. FE40-06$
November 30, 2400
_ ��1��-I19��, 11�C.
_ — = Consulting — Geatech�ical - En��ronmental
— - Construction Materials Testing
-�
!1
i
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Southside 11 36-ineh Waier Transmission Main � TERR/1-A4Alt I
Fort WoRh, i'exa6 _ Plan of Bnrings
TWII No. FEDO-068 �� _= Figure 2
k
� LOG OF BORING .
B�RfNG B-1
Project: 5outhside II 36-inch Water Transmission Main; �ort Worth, 7exas Project No.: FEDO-O68
Date: 10-24-00 Elev.: 686.5' +1- Location: See Figure 1(5ta. 182+92)
Depth to water at campletion of boring: Dry
Depth to water when checked: N!A was: NIA
� pepth to ca�ing when checked: NIA was: NIA
. � ELEVATION! SOIL SYMBOLS � � � � �
DEPTH � SAMPLER SYMBdLS DESCftIPTIbN MC LL PL -200 �.D. P.PEN UNCON.
(fee1) 8 FIELD 1'ES7 �A7A �a % n� PI o�a pGf isf 15f
1 ° �A.`-��'��' 8.0"PortlandCementConcrete� — ------------------ .----------
--` — � _-__ _____. — ---------- -----------
' �" � ' Orange-brown CUAY (CH) r - - - - - - - - -
,� 6 8 5 � r� ��^: �� �
� Moderately hard tan WEAT�IERED �� �0 1� 13 s.o
� � '`'�� LlMESiON� wl clay layers
� ' ,G��
� �- I
r �,TJ":
' � 5 � � �fl���.2� � �I
� - very hard at 5'
� cao � Very stiff brown, reddish-brown & gray I � �� �
� SHALEY CLAY w/ some limes#one �
� ; seams
' � � --_ 2s ss.s a.a z.s
�- lo — -
675 ; l- �- -
. . .J . , I
. � I
- ��H� I I
Hard to ve hard dark ra SHALE � � r��
�==��oo�i.a• rY J Y - --_-__ �.--_ �_ ._.__ --
, -15 - ^.- - — — — — — — --- ------ �-
, -- ----------
--F--
' I
670 -
— zt
�
; I, 6 fi 5 -�
I
. �
� , F- 2 5
�
�
660 -1
G
�
i . 3
, t
� 30
�
655 �
� - �
�
�
(- 35
�
. fi50 i
. : F
Notes: Completion Depth: 'l5.0'
( Bacltfilled 8 Patched @ Completian
FIGURE NO.: 3
T�cr�re_nnda inir
LOG OF BORlNG -
�oRi►v� B-2
• Prqject: 5authside Il 36-inch Watar Transmission Main; Fort Warth, Texas Project �io,; FE00-468
. Date: 1D-30-00 Elev.: 685.0' +!- Locatian: See Figure 1(Sta, 169+58}
Depth ta water at campletian of boring. Dry
❑epth to water when checked: N!A was: NlA
Depth to caving when checked: NIA was: N!A
ELEVATIONI SOIL SYMBOLS MC LL PL -200 D.D. P.PEN 11NCON.
�EPTFi I SAMPLERSYMBpLS ' DES{+'RIPTION s/ o/ % P� °/n psf tsf tsf
itee�s 8 FIEL� TESi qATA �
ses -, ° �"�•' -:� 6.8" Portland Cem�nt Concrete -- - _ - - - � - - - - � - - - - - - - � - - -- - - - -
- � �Hard dark brnwR CLAY w/ some J
calcareous nodules
� (C�i) a.e
_ . - - -.. — — -- —
�" is� - ds - ia - 2e - - - 4.s+ - -
sao � s Hard lig�i brown silty calcareous
�
CLAY
(CL)
' - — - - --- --- � ------�-------------
"-� Moderate�y hard to hard tan
I� '7`7T:`:
�I ��-` ` WEAT�iERED LIMESTON� wl clay
tI �'�' seams
675 -�- ia �� 10013.8"
�� -- — — — — — — LL-----'--------- ---- -----. -____
� ��- -, Hard light brown & gray SHAL.�Y
j C �- CLAY
.� �
� � T (CH) a.zs
. s�o . is -
; — — — — - ------------ -- - -- -
k
� ,
t
�
665 � 70
�
I
�
eso � as
�
r
f �
655 - 30
�
7
�
650 i 35
T �
Notes: Campletion D�pth: 15.0'
Backfilled 8 Patched @ Completion
FIGURE NO.: 4
�1
LOG OF BORING
BORING B-3
� Project: 5o�thside ll 36-inch Water 7ransmission Main; Fort Worth, iexas Project No.: FEUO-068
, �ate: 'i U-30-44 E{ev.: 670.5' +I- Lacation: 5ee Figure 1(5ta. 164+88)
, DeptF� to wat�r at compietion of boring: Dry
Depth to water when checiced: NIA was: NIA
Depth to caving wfi�en chec4�ed: N!A was; NIA
I ELEVRTION! SOIL SYMBOLS
� j pEPTFt � SAMPLERSYM80LS ❑ESCRIPTION MC LL PL P� -20fl �.�. P.PEN UNCON.
� (feet) 8 FIELD T�ST DATA °� °� °�o � p�f Isf tsf
� .
s7o =° :���.° >� �7,a" Portland cemertt concrete over W
: a., .,..,:
+ ^ - - 8.0° Crushed Limestone Base - - - - - - � - - -- - - - - -- - - - - -
- _..,�.
, - � � — — � 18 58 25 33 4.5+
- .-�T.,_ -- • Nard orange-brown CLAY (CHj _ - - - - - - - - - - - - - -
� , ���� Ward to very hard tan WEATH�RED
' � LIMESTONE wl clay seams
_ r�
: � � �--L'� 10010.2"
'- 5 G'��.�-
6fi5 - �""�=
_��;.7.'i-
T1TL7
7"7'T :J�
_ Li_: �1� i '
_ i.�_� �
- _�.�T.-* ,
��
' - , TT'i7' :
� �'�,10011.$'
lo
. 660 �~ '�'�"'1-�`? '�
� -.- — � � � ------'------------- - ------
- - _ _ F{ard brown, reddish-brown & gray �
` -- - SHALEY CLAY wl some limestone
� �
seams
�� (CH) ' I a.s
�is — -- - — — — — ------�--- ----- -------- �- -�-
fi55 J � •
�
�
1
J, r
F
i_ 20
B50 =
i
i,
- 25
645 =
i
f � 30
� 640 -
�
� -
I r 3$
635 7
. � � `�--'' �.
�
Notes: Campletion Depth: 75.0'
Backfilled 8� Patched @ Compietion
�
FIGUFZE NO.: 5
LOG OF BORiNG _ -
BORING B-�
Project: Southside [I 36-inch Water 7ransmission �lain; Fort Worth, Texas Project Np.: FE00-068
Dat�: 1U-24-40 �lev.: 702.5' +1- Location: See Figure 1(5ta. 155+36)
Deptl� to water af completion of boring: Dry
Depth to water when checked: N1A was: N!A
Depth ta caving when checked: N!A was: NIA
ELEVATION! SOIl5YMBOLS � MC LL PL -20D Q.D. p,PEN UNC�N.
n�pTH SAMPLERSYMHpLS DESCRIpTION �ja %%�� °I pc! Isf isf
(feet) & FiELD i�ST QA7A
- p : � Y a- __ -- -- - -_--- _ r .� . — - - - - - - - - �- - - - - - - - � - - -
- t:.-•, � 7 5.5" Portland Cemer�t Gancrete over � �
�. 5.� ..
""° n 10.5" Gr�shed limestone Base
. - - �- - ----- � -- -
�oo -
Hard light browr� & tan silty calcareous � 4.s
- .-�----� -.CLAY(CL} ----
�—_ _- -- ----
� �� Hard to very hard tan WEATHERED
- 5 �� �oolo,�• I.IM�STONE wl clay seams
_ �-�
77'�/ :
' " __ "— _ __ — � _ ., _ .. " _ _ _ _ _ ' _ _ _ _ _ ' " _ _' _ _ '
- '�/� Hard brown, light brown & gray
fi9S -- � SHALEY CLAY w! same limestone z7 99.6 a.s+ 2.s
seams
�� � _ � (CH) a.s+
� io _I_. � � �.
. ,
s90 �
1
�
a
� 15
t
L
a
68S -�F
r
f
i i
� zo
�
680 -+
�
i �
� I
- 25
675 - I
- 3�
a
I
670 -
'
I
� 35
i
�,_ �
F
Notes: Compfetion aepth: 10.0'
Backfilled & Patched @ Compietion
FIGURE Np,: 6
a LOG OF BORING
BORING B-5
Praject: Sauihside Il 36anci� Water Transmission Main; Fart Warth, Texas Praject No.: FE00-068
flate: 10-30-00 Ele�.: 706,5' +1- Location: See F'igure 1(Sta. 146+76)
' Depth to water at complekian of boring: Dry
_ �epth to water when checked: NIA was: NIA
Depth to caving when checked: IVIA was: NIA
ELEVATiOt�! k SOiL SYMBOLS
I DE?TH I SAMPLERSVMBOLS DESCRIPTION MC LL PL P� -200 �.D. P.PEN UNCQN.
(feel) 8 FIE�D TEST QATA % °� °� h pcf tsf tsf
° �� 4.0" Asphaltic Concrete o�er _ _ _ _ _ ` _ _ _
�Qs ; �_ f SA" Grushed kimestone Base _,' " " �
- ,� —��: Hard to very hard tan WEATH�R�I]
. �' "� ' LIMESTON� wl clay searns
_ 3-:��f:
- �r:
-�_:i.� 10010'
1 - 5 1��;
; -�--rT
� :� .._a :
7�00 - :-r�-: _
F�-�- Hard brown, orange-�rown & gray
� ! 7= - SHAL�Y CLAY wl some fimestone ^
� " �� seams f y 19 -- ----- - --4.5+-- --
; 10 — -_ _ _ 1�,�"�1 � � "
� I
�
695 -
r '
] '
r�
�I
r
• i
� 7.5 '
i
�
690 -
G '
� : ;
1
r
'- � o
r'
685 �
� - 25 �
680
30
fi75 -
; 35
� y _ 670 i
i� r
Notes; Cpmpletion Depth: 1U.0'
Backfilled & Patched @ Completio�
FIGURE NO.: 7
Trnon nRnn inin
L�G OF BORING
BORING B-6
�
Project: Southside Il 36-inch Water Transmission Main; Fort Worth, �'exas Project No.: FE00-O68
Date: 10-24-00 �lev.: 710.0'+l- Location: See F9gure 1(5ta. 13'i*90)
Qepth to water at comp�etion of boring: Dry
Qepth to water w�en check�d; NIA was: NIA
Oepth to caving when checked: N!A was: !J!A
ELEVATION! SOiL SYMBOLS tJ,C LL PL p� -2fl0 D.D. P.P�N UNCON.
� G�PTH I SAMPL�R SYM80L5 �J�SCRIPTIO� % �/o % % i pcf t5f tsf
(feet} & FIELD T�ST DATA
71q — o � _ � 3.0"Asphaltic Concreie c�ver — -- - - - .. - - - - - . - - - � , - - - -. - - - �
� 5.0" Crushed limestnne Base
- �Fiard light brown & tan silty calcareous a,5�
_ GLAY wI same calcareous nodules �s 38 �� 21 a.o
7as � s
' � CL
t )
� - Hard t�rawn, orange-brown & gray -- - - - - � - - - - - - � - - - - -
" --- SHALEY CLAY w/ some limestone 4.5+
�oo -� io - , s ms
��------------ ------
- -- ----
�
695 -�- 15
I
I
�
s90 � aa
�
685 Y 25
. ea ,
. —. (CH) — _ �
68Q -- 30
675 — 35
�
Notes: Completion �epth: 10,0'
aackfilled & Patehed @ Completian
FIGURE NO.: 8
� LOG OF B�RING - -
BORING B-7
Project: Sauthside II 36-inch Water Transmission Main; Fort Worth, 'Texas Project No.: FEUO-068
�ate: �D-30-00 Elev.: 721.5' �i- Location: 5ee Figure 1(Sta. 114+25)
Depth to water at cornpletion of baring: Dry
Depth to water when checked: N1A was; N!A
�epth to caving when checked: NIA was: hilA
ELEVATIONI I SOIL SYMBOLS
� DEPTH j SAMPLER SYMBOLS D�SCRIPTIO�i MC LL PL P� -200 D.D. P.PEN IJNCON.
(feet� � 8 FIEL� 7E57 �A7A % "/a °I °le ¢Cf tsf isf
_ _� __,._ — . - _
—�-- ----------- ---- ----------
- ° 6.�" Asphaltic Concrete over
- — ��.6.0" Crushed limestona Base , � - - - - - " - � - � " � - - -
720 = ._
— -- — --- ._._ --._ ----'-
- - • — � Brown & reddish brown CLAY (CH)J - - - - - � - - - - - - - - � — - - - -
a ��
= � — _ Hard tan WEATNERED �IMESTONE - - - - - - - - - - - - - - - - .. -
�wI clay seams
Hard brown, li ht-brown & oran e s€I '� 4� z' z5 �.5+
�_ 5 �_--� ioo�o.z�� 9 9 tY
SHALEY CLAY wJ some silt & sand
�xs = :�
_ %- -
; _ - _ (CL) 'i z4 �fl3.s a.s+ a.�
-io - — -- — — — — -= ------- ------- - -- --
�
:�
1.
�
719 ; .
�
, �
r 15 .
705 —
i
.�
� 20
�o0 1
�
L
;
r 25
695 —
- �a
69U -
i
— 35
665 =
No#es: Completion pepth: 'i0.0'
Bac�filled & Patched @ Completion
� I
�
I I
i
I
i
I
i
FIGUR� NO.' 9
_.-r-.�, , , .. .-. ,. ,,,
,!
^ _ � ' �.' _ _ _ _ . _ _ — y
LOG 4F BORING ,
BORING B-8 �
Project: 5outhside Il 36-inch Water Transmission Main; For� Worth, Texas Project No.: FEOD-Ofi8
�ate: 14-30-00 Elev,: 748.5' +1� Lacation: See �igure 9[Sta. 90+95)
� pepth to water at completion of boring: Dry
De�ath ta water when checked: N1A was; N1A
Depth to ea�ing when checked: N!A was: NIA
�LEVATION! 501L SYMBOLS MC LL PL P� -200 �.�. P.PEN UNCON.
I pEPTH I SAMPLER SYMBOLS D�SCRiPT10N /, % °.6 % pcf ist tsf
{teetj & FIELD TEST l�ATA
- --- - — — — — --- --------•------ ---- --
;� y� 7.0" Aspnaltic cancrete over �
` - -. 5.0" Crushed limestane base � - - - - - - - � � . - - - - - - � - - � - - -
r Nard gray CLAY w! some calcareous
nadules
745 -i �[�.H� —
; /_ -� Very stiif to hard light brown, reddish 2ti �os.� "-s 5�" - z.o -
- 5 �- brawn & gray SHAL�Y CLAY
� -
� -
, -_
A
� - _
r -
790 � �
� 26 66 27 39 4.5* 3.5
� 10 - _
� ;- - (CN�
. y� — .— �,� — ` � — ----- ------- -- - ----- - -
Hard fan s�ity calcareo�ss GLAY wl
7�5 � some calcareous nodufes
. i`I l
I-15 --� ���J ------------------- - --- �--
' �
730 -
� aa
�as -
- ss
r
t
�
�aa ;
r
�
}- 3 0
1
�
�
715 �
�- 35
�. 1
r
Notes: Completion Qepth: 15.0'
6ac6�fiiled � Patched @ Completian
FIGURE NO.: 10
-rco�n �ano intr
i +
I + ,
il
b
r
LOG OF BORlNG
� BORING B-9
Project: Southside 11 36-inch WaterTransmission Main; Fort Worth, Texas Project �Vo.: FEO�-068
Date: 1D-30-Ofl Elev.: 742.0' +�. Location: See Figure 2(Sia. 84*2fij
[]epth to water at campletion of boring; Dry
Depth to water when checked: N!A was: NIA
Depth to caving when checked: NIA was: N!A
EI,�VA710N� SOIL SYMBQLS �C LL PL -240 S].D. P.PEN UNCON.
� QEPTH � $AMPLER SYMBpLS D�SCRII�710N
(feB!} 8� FIELp 7EST QA7A °� °� °�e A� °/o pct tsT ts!
° 6.0"Asphaltic Concrete over T �
�� - ` SA" Crushed limestone Base - �� - -
�aa -- � - , �8rown & reddish brqwn CLAY (CH) �-.� - - - - - - - - - — -
_ Very stiif to hard brown, [ight-brown & ifi 4a i7 zr a.s+
_ orange silty calcareous C�AY wl some
s
sil# seams
735 — / :
_ �
" � �CL� 23 1�4.7 3.0 1.3
—10 � — �- — — — — — ------'---- "-- '---- -----------
I
730 -
�
�
;— ],5
725 = I
i
i I
� I
y- 2p I
�
720 � '
7
� as
�is —
-- 30
710 t
r 35
� I
TOS -i
Notes: Completion Depth: 4U.0'
Backfilled 8� Patched @ Completion
i
I � �
i
i
FIGURE NO.: '11
r�oon neno I�F/`
—•— - .- .,, —�,
LOG OF BORING
BORING B-10 -
Project: Sauthside 11 3fi-inch Water 1'ransmission Main; Fart Worth, Texas Praject No.: FE00-068
bate: 70-31-00 Elev,: 742.0' +�. Lacation: See Figure 2(Sta. 77+40)
Depth ta water at completion of boring: �ry
�epth to water when checkEd: N!A was: N!A
Qepth to caving when checked: HIA was: NIA
ELEVqT14N1 SQIL SYiNBOLS MC LL PL -20fl D.p, P.PEN UNCON,
06?TH I SAMPtER SYM8dL5 DESCRIPTION
(feet} $ FIELQ TEST �ATA % % 9'o p� % pOf tst tsf
—p -- -- ---- —. � . __.------ � _.. ----- �-
1.5" Asphaltic concrete over
� - .12.Q"Crushedlimestonebase �------ -- -,_-.____ ___._______
'!4° - Hard gray CLAY w/ some calcareous
� _nodules(CH} = -- --�------ �- --- - ----- --
_ - Fisrd light brown, reddish brown & J
- - gray SHALEY CLAY 2° 11�� A•0 �.3
—5
735 — �
- C_..F ' �C��
— — - - ` - - - - - - - - - - - — - - - - - - - - - - - - - -
, � Very hard ten WEATHERED
1 10 � ioao.z� LIMESiON� w/ clay seams
. �
�3a � �r,���>-:�: _.
— � � � ----- ------- ---- � --- '
� Very hard gray LIMES�"ONE wl shale
? � seams
�
�' �s � �oaio.o^
_ � ---- — ---- .
a�s —
�
i
; sa
�zo —I
i
75 ��a
i
715 -
i
r 30
710 i
35
l
'w 705 �
Notes: Completion Depth: 15.Q'
Backfiiled � Patched @ Completion
FIGURE NQ.; 12
TFRRA-MAF2 ]N{:
L�G OF BORlNG
` BORfNG B-11
Project: Soutt�side II 36-inch Water Transmission Main; �ort Worth, Sexas Project No.: FE4D-D68
'r� Dafe: 1fl-31-00 Ele�.: 765.4' +I- Lacatior�: See �igure 2(5ta. 63+46y
�epth to water at completion of boring: �ry
Dep#h #o water when checked: N!A was: N1A
Depth to caving when checiced: NIA was: NIA
ELEVATION! SOIL SYMBpLS
� dEFTH I SAIuIpLERSYMgOLS QESCRfP710N MC LL pL P� -2�0 b.b. p,PEN UrlCON.
(feet) & FIELIS TE57 pATA °�o °�o % /o pcf tsf tsf
'f fi 5 — D � - -1.2" Asphaltic concrete over — — - - - - - - - - - - - : - - - - - - - - - - - - -
- : B.Q" Crushed limesto�e base � " - - - - - - - - - - - - - - - - - - � -
� � ------------------
_ — —_ .� _ -- --- - -- -
�- �=�� Tan silty calcareous CLAY (CL) '
�
' i _ �- �- Moderately hard #o very hard tan
. _ ��`" WEATHERED L�M�STONE wl clay
:��-:
��' seams
,eo � s ��T �oato.z^
�-s;
� :��
T �
;� �
j �--�f: I
..,�;�-"
I
, ;�-;= I
� � � 400I3.5' I
T755 � lo —� - - � - — — ---------Ir___-------__. ------
� I I
� �
� " 750 — 15
I
. �
745 �0
�� i
[ i
i
790 — 25
e ,
T
I
i �
� � �
735 + 34
7
. i I
II
T
. I I
I
I ' ' 730 -� 35
I�"�'r� �
�'' Notes: Completion Depth: 10.0'
Bacf�filfed 8� Patched @ Compfetian
FIGURE NO.: 13
TL�RRA-MAR, I�1C.
1
LQG OF BORING
BORING B-�2
Project: 5authside E� 36-inch Water Transmission Main; Fort Worth, Texas Praject No.: FE00-D68
' Date: 70-3'f-00 Ele�.: 759.5' +1_ Location: See Figure 2(Sta. 51+91}
Qepth to water at completion of boring: Dry
Depth to water when checked: N!A was: N1A
Depth to caving whe� chec�Ced: N!A was: N!A
ELEVATION! I SO�L SYMBOLS
OEPTH ` SAMPL�R SYMBOiS D�SCRIPTION MC LL PL -200 D.D. p.}��N UNCDN.
(Feet} � & FI�Ld TEST �ATA °/ °�e °� P� °+'o pcf ts( t5F
�p -- — -- — -- — ----------------�---- -
3,0" Asphaftic concrete o�er • � � � �
= �1.D" Crushed lirnestone base
- - - ---- - _._ — _ _ _ - - -
-- ---- -__._ .. .------- _
- - - Fiard light brown & gray SNALEY
: - - CLAY (CH}
�. � � - - -
as5 ` _ - - _ � F�€ard reddish brown & Eight gray 22 64 23 � 4��- - - - - - - 3:0 -
- 5 - - SHAI.EY CLAY, slickensided
� �
. ��%
_ /--
750 � �
F ]. o
�
i
745 =
� 15
�
7
C
ih
L
74p �
; 70
�
i
�
735 �
� 25
I
730 -
� 30
t
i
— — — — �CH) -
7Y5 �
� 35
� �
Notes: Cornpletion Depth: 10.D'
BacEtfilled 8� Patched � Campletion
25 101.3 4.5+ 1,fi
�
�IGURE NO.; 14
� TERRA-MAR, INC.
. LOG OF BORiNG
BORING 8-13 -
Project: 5auti�slde II 36-inch Water 7ransmission Main; Fort Worth, Texas Praject �10.: FE00-OGS
�� Date: 10-31-00 Ele�,: 749.0' +l- Locatian: See Figure 2(Sta. 45+35)
� Depth to water at complstion of boring; Qry
Depth to water wY�en c�ecked: NIA was: N!A
Depth to caving when checiced: N!A was: NIA
ELEVATIONI I SOIL SYMBOLS
1 DEPTH I SAMPLERSYMBOLS ❑ESCRaPTION MC LL P� P� -240 ❑.�. P.PEN UNCON.
(teet} j 8 FIEI�D TEST �ATA % % °� /a pct tsf tsf
I - o - - T 1.�"AsphaR3c concrete over . � - - - - - - - � - � - - -
- 11.0" Crushed limestone hase
- - - - — ---------------- -----------
• W Nard light brown & gray SHALEY
� CLAY
• �as — - -
23 162.0 4.5+
— 5 - - i
F L _ � � i I
�
. �
740 = � �CH} 22 � 99.9 4.5+ 5.�
—16 � -- � — — — — ------------�------ - --
- I I
735 — �
. — 15 I I i
. I � � � I
I
� - i
730 — .
, I I
—10 ; I
� - - �
I
', 7 2 5 -- �I �
— Zg I
� 7Y0 — I
. -- 3 0
715 --
� .
— 35
` ' Notes: Completinn Depth: 10.0'
�ac�filled & Patched @ Completian
FIGURE NO.: �5
' ' TERRA-MAR, INC. ^
I `
L�G OF BORING
BORING 8-14
Project: Southside II 38-inch Water'Transmission Main; Fort Worih, Texas Project No.: FE40•Ofi8
� Date: '1a-31-OD Elev.: 738.5' +!- Location: 5ee Figure 2(Sta. 23+66)
Depth to water at com�letion of boring; Dry
Qepth to waier when checked: NIA was: N1A
�epth to caving when checked: NIA was: N!A
ELEVATION! SQIL SYMBOLS
�EPTN SAMPLER SYAdBOLS DESCI�IPTION MC LL P� •200 �.D. P.PEN LFNCON.
{teaq & FIE�D iE57 DATA `� °� °� PI %`o ptf tsf tsf
�o �� _ � � � — --.. .___----- --- --------
735 -t
i- s
r
i
r
JI
f
T30 �
� 10
�
1
725 r
� 15
720 -
_--����
�-�:_:
� iooro.o-
�-s �-�--
�
'TfTT :
�-i =
"l77"1—:
�'7�--.-`7-Li
-'�.e
2T!"�L'.;i
� �oorz.a°
2 Aspt�altic concrete over •
- � 8" Crushed limestone base ,r - ia - 3s - ia � zo " - - - - - - - a.-s+ -- �
Hard tan & brown silty CLAY wl some
— . calcareous nodU[es (CL)_ . _ � _ _ _. _ ._ _ _ _ _ _ _ _ __ _ _ _
Moderately hard to very hard tan J
WEATHEl��D LIMESTONE wl some
clay seams
- ao
�
F
�
�is �as
F
y
�
71tl "
�
� 30
7
ti
�
705 �
� 35
�
�
,. �
NoEes: Completian Depkh: 10A'
Backfilled & Patched @ Completion
, 7ERRA-MAR, INC, , _
FiGURE NO.: 16
LOG �F BORING
80RING B-15 -
Praject: 5outhside 1136-inch Water Transmisslon Mafn; Fort Worth, Texas Project No.: FEQa-068
'�" Dafe: 10-31-00 Elev.: 671.5' +J- �.ocation: See Figure 2(Sta. 6+63]
Depth to water at campletion of boring: Dry
�epth to water whe� checked: NIA was: NlA
Depth ta caving when checked; N!A was: NIA
ELEVATION� SDIL 5YMBOLS
DERTH I SAMPLER SYMSQL$ DESCRIPiION MC LL PL -200 D.Q. P,P£N UNCQH.
(feeq 8 FIEiD TES7 pATA °� °� °� Pi % pcf tsf tsf
� �° � 2.0"Asphalticconcreteover , --------------- �--- ------_____
1. — r ----- -- -- ----- -- -- - -
, ���6,0"Crushedlimestonebase �'- ______________—___ _---_-____
F •.-,-��:
5 6Ts -� � Hard gray & brown CLAY wl some
� � �,�=;--, ; calcarepus nodules
r..�--r, (CFi)
�-
� 5 .� ��,� 1Qolo.o. Hard to very hard tan WEATHERED
�� LlM�STONE wl some clay seams
� � �-�-�,�: i
rr�:�:: �
�
. �_,_,_,�
670 -' y--r-�-7�-
:y-7 �i :
� M .- � - _____ � ___-_"-__ _" "'
��ooio.z� yard to very hard gray LIMESTONE �
- lo w! same shale seams
- �.
. I 665 -� � , ,
� �
. . - � I I I
� .. -- 15 ��' i 10010.0" ` �
— -- - — --------------- F--- ----
I T-----
� • �
eso - �
• - �
� �
1
- zo
655 -
- Z5
1
fi50 �
j
r
i- 3 0
635 -
�
�- 3 5
� �
� Notes: Completion Depth: 55.0'
Backflled 8� Patched @ Completion
FIGURE NO.: 17
TERRA-MAR, INC,
I ,1
i
�ORI�1C L�G SYIl��OLS �N� i��M� FOR SQtL „ _�
��
SOIL AND MATER[AL TYP�S*
Clay
(CH, CL)
Silt
I I (MH, ML)
� Sand
(SP, SW)
�ti., .�
+,. +. Grav�:l
'� � (GP, GW)
�asphsH
Paving
�Shaley Clay
(CH, GL)•
, '� � , � : 5ilty C�ay
�CL, CH)'
�Sandy Clay
(CL, CH)'
�Clayey
Sand (SC)'
�,.
'��� a � Cancrete
�4:Q �Q.
< Paving
SAMPLER A�lD INDICATOR TYPES
Thin Wallecf
Shelby Tuh�
�5tandard
Penetratian
�BuIkJGrab
Sample
� Rock
Core
�TH� Cane
Panetrometer
�Salid or Hallow
5tem A�ger
�7 Water �evel _� Wa#er Level on lhe
aR CampletEo� _ �ate Indicatsd
� pepih So Caving �rBoring
at Carnpletion Continues
'Note: 6ual symbols are used ta incficate borderline and mixed soil classifications
STRENGTH OF COhlESIVE SOILS
Soil Pocket Penetrorfleter
Consistencv Readina. tsf
Very Soft � 0,25
Saft 0.25 to Q.50
Firm 0.50 to 1.00
5tiff 1 AO to 2.00
Very Stiff 2.04 to 4.00
Hard > 4.00
DEN5ITY OF GRA�lULAR SOILS
5PT Blows Relative
f o t D n i t
0 to 4 Very Lapse
4 to �0 Loase
10 to 30 Medium Dense
30 to 50 {7ense
� 50 Very Dense
_ ____ DESCRIPTIVE i�RMS FOR SOIL
�
bescriotian Critsria lnclusions
Stratified Altemating layers of materia! or cofar Parting Inclusion � 118" thick
with layers ai least 114" thick 5eam Inclusion 11$" 30 3" thick
Laminated Altemati,�g layers of material nr calor Layer Irsclusion > 3" thick
with layers at least 1/4" thick 7race � 5% of sample
Fissured Breaks along definife planes of fracture Few 5% to 10% of sample
wiih little resistance
Slickensided Fraeiure planes appear polished or Some 10°�/a to 25an of sample
glossy, sometimes striated Numerous 25 /o to 50 /o of sample
Blocky Cahesive soil that can be broken down Sail Mois#ure
into small hard angular lumps
Calcareaus Contalning appreciable quanfities of , �� No obvious water in sample
calcium carbdnate, (Reactive with MCI} Moist Sar�ple is damp without excess water
Ferrnus Containing appreciable quantities of Very Moisi 5ample is damp and waier is visible
ferrous oxideliron nodules andlor stains Wet Sample bears free water
SOIL GRAIN SIZE
Soil Grain Size in Millimeters
152 7$.2 19,1 4,76 2.00 0.420 0,074
Boulders Cobbles � Gra�el Sand
6' 3�Coarse I Fine Coarse � Medium Fine
' 3!4" 10 0 2 0
U.S. Siandard 5ieve 5ize
i��dl�d_fVlldl�
0.002
Silt ; Clay
270
FIC71 IRF 1 R
��RIR�C� ��� �YM��LS A�� i��N9� �OR ��CK
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;,
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r �M �
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:ar_.�i�•
ROCK TYPES
� Shale � Sandstone
rrl-
� Weathered ____ _ 5iltstone
�_ 5hale _ _ _
�Severaly ,o--�- 5everely
Weathered `"X Weathered Ciaystone
Limesiane � Shale
� Mudstane
.—,�..—,R.
■a■.�
�ri i ir��ri � � •
r�rr��
�a�a�
` ��' � Granite
ii I ��
RDCK WARDNESS __ ROCK HARDN�SS BY THD CONE
Friable Crumbles under hard pressure Penetration
Very Soft Den#ed wl moderate finger pressure d�scr9otion oer 100 Blows
5oft Scratched easily with fingemail Very Soft � 6"
Moderately hard Can be scratched easily with lcnife Soft 5" ta 6"
but nat fingernail Soft to Hard 4" to 5"
Hard Can be scratched with knife with Hard 2" to 4"
some difficulty and broken with light
to moderate hammer blow Hard ko Very Hard 1" to 2"
Very Hard Cannot be scratch�d with knife and Very Hard 0" to 1"
can be broken by one to several
hard hammer bkows
WEATHERING GRADES DF R�CK MASS
Slightly Weathered Some discaloration indicates weathering of rock, may he some small
decomposed rock pockets, layers andlar seams
Wea#hered Discoloration of majority to all of the rocic mass, wiit� trace to same of
decomposed rack pockets, layers andlor seams
Severely Weathered Ail of the rock material is discolored and mos# of ihe rock mass has
decompos�d into a soil w�th the ariginal mass s#ructure still largefy in#act
JOIN7 D�SGRIPTION __
aci Incfinakion fdeareesl Surfaces
Very Close �2" Horizontal Q-5 Slicker�sided Palished
Close 2"-12" Shallow 5-35 5mooth �lanar
C[ose to Wide 12"-3' Mod�rafe 35-65 Irregular Granular
Wide �3' Sfeep 65-85 Rough Jagged
Vertical 85-90
BEDDING THICKN�SS
Very Thick >4'
Thick 2' to 4'
Thin 2" to 2'
Very Thin Q.5" to 2"
Laminated 0.08" to 0.5"
Thinly Laminated <0.08"
rsr�,r�w _Na� e
��r.� �RK �g
I
LAi�RAL �ARiH QFt�SSUR�S �OR INT�RNALLY BRACED EXGAVA7'IONS
.�
Cround Surioee
� '�` %�`I'� %�`I"�` % 3� I'�' / �Y`�`/'�`I'�' %�`l'�` % �,`
'� I
FE/ 4
�� � �
�
3N 4
�
Excavaiian
6a11om
J� / 1' \ / \' \ / \ \ / � ' --
�/�I �/�1 �/�I �/�I �
�Sh=45H�
WHER�:
sh � Lateral �arth Pressure, psf.
H = Heigi�t af �xcava#ion (ft.}
NOTES:
�) If water is not allowed to drain from behind sharing or
bracing, full hydrostatic pressure must be cnnsidered.
2} 5urcharge �oads and traffic iive loads, if present, must
also be consider�d.
�
TERftA-MIAR, INC. � 5outhsida II WaterTransmission Main Lateral Earth Pressures for j�', FIGURE �
Braced Excavakions � �
_ = Fort Worth, Texas A �
—.— - I SCA�f: JOB NQ : i F ' J
None FE00-068 ! I� L
� Drawn: GEW ��ate: 11-30-DO � Revised: I ,!
— - -- -- - - _ - . 1 , ►
r"�
5outitside Il 36-inch Wafer TranSmission Main
Fort Worth, Texas
TMI No. FEOD-U6B
Navember 34, 20D0
T�,I�►i'i4-IV%4R� IR�E;.
— _ = Cansuiting -- Geotechnical - Environmental
— Cnnstruc�ion Materials Testing
/�"9�r �I��I� /"Y
W
�!
��
.,,_,:
S�'AN�/�RD �II�LD AAID LA�ORAI�Of�Y
IRlVES�lCpoilON �ROC�DUE2�5
�i
Southside I1 36-inch Water Transm'sssion Main
Fart Worth, Texas
TMI No. FE00-068
November 3(}, 2fl00
s�s
i�R�l-MAI�, IW�.
— = = ConsuRing — Geotachnical - Environmental
- Canstnaction Materials Testing
APP�NDIX - S7ANDARD FIELD AND LABORATORY iNVESTIGATIDN PROCEDUR�S
�IELD INVESTlGAi'40N PROCEDURES
The borings for this inv�stigafion were stakEd in the field by a Terra-Mar staff engineer using
simple taping prQcedures from reference points noted on.the site plan provided by the client.
Ground surface ele�ations were sstimated from topographical maps, when possible.
A field lag of each boring was recorded during field dri!ling aperations. These field logs and soil
classifications were reviewedlverified by a geotechnical engineer in the laboratory through visual
classification. Samples were visualiy classifie� according to cniar, texture, �redominant material
fype, consistency and density. Results �rom the laboratory testing program alang with tne visual
classificatian of each soil straturrz were used in the determination of the USCS classification for
each soil stratum (ASl'M Q-2487). Finalized �oring logs are pro�ided in the report, as noted in the
table of contents. Please nate that the lines of soil demarcation represent the approximate soil
boundary be#ween differing maferial types, and that the actual transition between ti�e soil strata in
the field may �e gradual.
Truck mounted drilling equipment was used ta advance the barings to the completion depths using
continuous solid stem auger procedufes. .
Soii samples were foil wrapped and sealed in plastic bags, for moisture cantrol, and were marked
to identify #he boring number, sample depth, and job number. Unless notified to the contrary,
sofl/rock sampleslcores will be stored for 9� days, and then discarded. Field soillrock sampling
pracedures were performed in accordance with the following sfandards:
T�in Walled "Shelbv" Tube Samnlina fASiM �-158'��
This sampling method consists o# pushing thin walled steel tubes, with an approximate 3 inch
outside diameter, into the soil to be sampEed using pressure provided hydraulically by fhe drilling
rig, or man�ally by the field technicians. 7his sampling method is typically used on cohesive soil
samples, and praduces samples that are relati�ely undisturbed and suitable for shear strength
testing, consolid�tion testing, permeability testing, and in-situ dens9ty approximetion.
�xDOT Cone Penetrometer Test "THD" (TEX-132E]
The TND Cone Penetrameter Test is a feld test established by the Texas Departmenf af
` Transportation to determine the relative density and load carrying ca�acity of deep Foundation
, � materials (typically rock formations). In th9s test, a 3 inch diame#er pene#fometer cnne is seated
into tt�e strata to be sampled. The cone is khen driven into the strata usfng a 170 pound weight
I freely fakling o�er a distance of 24 inches. The cone is driven until either the blow count reaches
50, or the penetrorr��ter has been driven 6 inches. The number af blows and the distance driven is
� then record�d on the field logs. The results of the field test are then used in a table that carrelates
the ioad carrying capacity er�d skin friction af the proposed bearing strata to the field test results.
Samnlina by Auaer Borina Method "Grab Samnle" �A5TM D-14521
This sampling met�od cansists of samp�ing the sail samples by removing representative soil
samples fram the cor�ti�uous flight augers used to dril! the boring, ar by removing soil samples
Southside il 36-inch Water Transmission Main ��R�,��� ���'
Fort Wori�, Texas r
TMI No. fi�60-OfiB ---- Consulting — Geotechnical - Environmental
November 34, 2000 — Canstruction Malerials Testing
�
fram the cuitir�gs brought ta #he surface by the augers. This method provides highly disturbed
samples that are appropriate for classification purposes only.
Groundwater Observations
Groundwater observatians were made during drilling operations, and aft�r a period of at least 24
hours, unfess otherwise not�d on the boring fags. It should.be noted that the use of water during
coring operations can make the determination af graundwater conditior�s difficult. When
necessary, wash water was bailed out af the borehol� to a depth belaw the depth of seepage
observed during drilling operations.
LABOFtA70RY INVES7IGATION PROCE�URES
The laboratory-testing program was directed primarily taward the evaluation of the physical and
engineering ci�aracteristics of th� underlying site sails. A Geatechnica� �ngineer performed
iden#ification tests, unless otherwise noted. The resufts of this laboratory-test'tng program are
shown at the appropriate sample depti�s on the boring lags, or an the appropriaie �igures, Unless
o#herwise noted, laboratory procedures w�re performed according ta the following pracedures:
Moisture Conteni fASTM D-22'E6�
iVatural mo9sture conterits of the soil samples (based on the dry weight oi the snil) were
determined for s�lected samples at seiected depths. 7hese moisture contents a�e useful in
delineating the depth of the zone of maisture change with an incr�ase in subsurface depth, ar�d
can be usefui in locating the groundwaier table. T�e moisture co�tent can also be usefu] in
anafyzing and evaluatir�g ths expansian potential andlor shear st�ength of sail sarnples. The
results of the t�st(s) are reported at the appropriate depth(s) on the boring log(s).
Atterbera Limits "L,iauid and Plastic Limits" iA57M D-43181
The Afterberg Lirrtits are given as the particvlar maisture contents of fine grained soil materials
when they meet the requirements of a predefined test. In particular, the Plastic Limit (PL) is given
as #he approximate moistur� contenf at which th� sail material begins ta behave more like a plastic
mat�rial than a ser�i-solid maferial. Similarly, tne Liquid Limit {LL) is given as ti�e maisture content
at which the soil materia! begins to behave mare like a liquid material than a plastic material. The
difference of these two test values can then be calculated, and is known as the F'lasticity lnd�x
(PI). Larger PI values indicate an ir�creased ability of the soil material to remain ir� a plaskic sta#e
with changes in the moisfure cantent. 'The results of the test(s) are reparted at the appropria#e
depth(s) an the boring log(s). The Atterberg Limits can then be used in canjunction with other
parameters #o classify the soil accordi�g to the iJnified Soii Classi#ication System (USCS). 7hese
parameters are alsa useful in eval�ating #he expansion pot�ntial of the fine grained soii materials
with fiuc#uat'sons in the moisture content.
Llnconfined Comnressi�e Strenqth of 5oil Samales fAS7'M 17-21861
.. �he unconfined campressive strength testing of the soi! sample(s) was performed in order to
evaluate the undrained shear strengfh of the soil material(s). For thEs test, a sample with a
Southside II 36-in�h Water Transmission Main %�'��Q.M.4R, /��.
Fort Worth, Texas
TMI No. FE00-068 --= Consulting — Geotechnical - Environmental
November 30, 2Up0 = Constructlon Materisls Testing
minimum length to diameter ratio of 2:1 was used whenever possible in order to reduce end
effects during testing. If the ratio was less than 2, a correction was ap�li�d according to standards
listed in the AS7M manual. 7he results of ti�e unconfined compressive strength test is useful in
e�aluating the shear strength of soil materials in undrained conditions and can also be used to
�etermine the amounts of cohesion present. Tha results of tha test(s) are reported at the
a�propriate depth(s) an the �oring log(s}.
Pocket Penetrometer 5hear 5tren���h Evafuation
A small hand held penetrometer d�v9ce was used in the laboratory to evaluate the sh�ar strength
af relatively undisturbed cohesive soil samples. In this test, the flat tip af th� device is placsd on a
flat partion of #he undisturbed sample. A constant pressure is ther� applied until the device
penetrates the sam�le a predetarmined amount. The approximate shear strength developed is
then read on the side of the device in tons per square foot, and is reported at tF�e appropriate
depth on the baring log(s). This test is valuable in developing relative correlations of the
consistency af soils across the site, and can also be used as an indicatian af the in-situ moisture
cantent relative to other samples.
�
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0
CITl� Q�' FaRT NOR�H
CbNSTRUCTIQN SERVICES
�
LR�QRA�ORY 1��5UL�� F�7R
'i'�S�' H4T�� .A�3D PLASTIC�`�Y INnE?r
p�OJ'�r��: SOU'iHSZU� Iz S2-5 �aAT�R 'SRAAiS���SSIa��
DOE NO.: 2648
� x UA�fl COpE : 01
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LorA�'TOt�: 363� F�. �OYC� S/� '
�. 50" HMAC . _...._ ... ----� - -- -- � ;
_ _ �
8 . QO" SxA��T,IZEI� MAT�R�AL �
;
S.OD" �,�GH�' �3P,OWN �'LRY
7.50" Dx1�K GFtAY CLAY W/GF2AVEL _�
ATT�RBURG T� Y MI T5 ; 7,,I� : 4 E. 5 PL : 2 D.� �+I : ��• .1 S f�1T:KC : 13 . 0�---� • �
`NS�LT, COLOk CtiART; ��2 LiGHT BfyC)W��ISH GFZAY CLAY �
�1rr7T �3�TGH'I`,: 1:3:3.0 LBSD F�EEi CUBIC FQOT ,,. .._._.. ...�.�,..�___.._..
HOLE :#� 2��r A.. -._�� T,�1E3 r i�FO : 8 � 97 5 �
, L�Cr'1T30I�1: BOYCE �T_ C:Z 2�' W�:S�' O� CHEkOK�� Tk. .._.._.^---_...'
--. ....___,.._—. ____.._ ....----- ... •-- ..... -----�_.. .....�_._ .. ...----�--... �- �----._..
I 2 . 2 "' HMAC ;
4.2�" L�GHT HEtoFrinE CLF.Y Tr3/GF�F,VE�, � I
19 . 5Q" YEi,T,�4�TSN BROWN CLAY ------_w__.._. _...._.—_,
���1i'fE�URTG I.�XMITS: I�L: 4�.4 �'L:...16.8 ��'.�: L7�.� SHftKG: 12.U� �
t�[U1JS�L C'OLOR G HART : 7/ 4 �'AI�E Y��LOW CS.,�X �
� UI�€I't WEIG�lT: �.:�1, El„I,}�� �E�i...C�JE3I�' �'DOT.._... -. -------�-----.. .._.�...��.,�.,....�...��
HQLE: #3 � __._ ""�A� r10: 85�J�6 �
I,OCATIOi�l; �RM$k2ELL ST. Sl4 3.Q' EAS'� Q�' CHEFCOK�,� TF�• ._ '
— •-- �-- -- ----- .__� .-- -. .... _. _ . . ... _--- - � �- -- - � �
2 . �0" Hf�AC �
8.00" L�GHT �3ROWNISH XELLOP7 �LAY s
��. 0 0" �7ARK BROFnI��� Ci,AY — J
AT��Rf3U1�G LIMY'�S : LL : E7 . 0 PL: 30 . 5 �'I : 36 .` SHRKG: 2 �. 0� `•
M[]NS�.T, C`0�4R cHpR�: �/3 LIGHm DLIVE SROWi�I CL.�X
UNIT WETGH'�: �2?.0 �,EIS PEP. CUBTC �QOT _�._,�_____ __
HOLE: �#4 �-„ �����., -� � LAB '��: 8�377^
LGCA'�ION; 3451 GAMBR�LL ST. CL
�,_ 2, 0 0" HMAC ___- .. . _.
13.00" GRAY CLAY W/GFtAV�L
6.0�" LIGfi'1' YE��OWxSlI $ROWR1 CLAY
nTT��Rf3llRG I.,TKITS: I,L: 92. � PL: �.7.5 P� : 25, 9 SIiRKG: 12 .O�S
Ui�1SEL COLOR CiiAFtT: 7/3 PAI,� Y�LLQW CI.,AY '•
UNZT W�TGHT: ��'_9.0 LH5 pER CUSIC EOOT ._____�,�._�y...,.�. .,,,.,_.,....,,..��«._....�ar..�y.......^�
._. -- � --... -_ __ .... .. , __. , _......_�...... ..-... .,_, -- - - --_
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OOE # 25�s3
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HOL E: # 5 I,AF3 NO : B 5 97 8
i�OCATION: G�1BR��,L ST. N/9 �.0' EA�T Ofi 5��,1��UM DR.
2 . OQ"� �iM�� -- -.., _- ---- ---�-�--'-- -
7 . a0" �TGHT BR�WA1 �A.I'1�i W/G�VEL
J.2 , QO" �IGHT 8R4Tr3N GLAY
AmT�:RBURG=.�S,7MxT5: LL: 43.£3�� �L: 1$.0 PZ: 25.�3�SE3k�iC;: 13.0�
MUNSEL GOLOR Ci-lART; 7i 3 V���Y PI�LE �kOWN C�A'f
UNYx WEIGHT: 129.0 T�IIS PER CU$xC �DO'I'
HaZ� :� # 6 _.�...._...�_.�___._�..r_�.. �A� r�ro : B 5 °7 9 � ^,_�.� - - - --
vOCATYOi�: GAMFSRF�.I, ST, CL 75' W�Sm OF RUTLAND
� 2 . 04" i�fNi1�� _. �. ...._ ,.— _.. _. �
8.00" LTGHT ARO�IN SAA�DY G���1Y W/GRAV�L {S�ABI�IZ�]J MATRTA�}
6.00" gROWid GLAY
�.00" DAR1C BFc0��7rt CLAY
ATTEFc�3UR� �IMTT' ;: LL:". ��7. �, PL: 29.2 �Z : 23. 3 �HR�G: ].4. � �
MUNSEL C;�I,ok CH7��T: 6I3 �ALE BRQP�}!,1 GLAY
UTfIT W��GNT: 124 0 Z,E�S PER CU�xr �'�O`�
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LE: #7 LAA h�o; �5�6U
I,OC�T�ON: GAM�3RELT� ST. S/� 4�' W�ST 0�` G�tEENE AV�. .--- •-
�1. d0" �Il�IAC J '---- .. _ _ , -
� 3 . 00" GkAY CZ,.'aY „ _
7.00" BF�04+IN ��I,A'1
�ATi'�'RBUF,G �Ih1I�':�; AI,I,: 55.6 FZ; ; 6.5 �PI: 21.1 SHRKr: i�,UR,
� MiJI��LL CC��bR �.��A�T: �.�/4 LIG�1T X�LL�Wz�� E3ROWN �`L�Y
� UNI T W�TGHT : 12 6. C) T��S FE�: rUBIC_ FOOT .��...,.��______.,._...�,...-
�}30�E: #� L1l$ No; �35�81 —��.--
7�OC'ATZ ON :�AMBF�ELI� aT; CI, � 3 b' Wk'�ST _ OF M�Ft� DA. �VE . _
.._ 1. 5 0 " HMAC � - — - ,�—�. _.—
�. ao�� c�w�x sxrlpx cL�a� w/�r�v��� �
11 . �0" LIGN�' GFtAY CLAY -�--------�.---�
� ATT�Rai1f�G L,:tMITs:� L�: 38. 1 P7�: 15. �. PI: 23. � SH�KG: 1�. G� �
t4Cl[�5�� C�LpFc CE�[AI��T: 6/2 �TGEiT SRO�NIrIISH G�AY CLAY �
, Utaz�, w�IGxT : i�� . a.. La� ��� cuazc ��ao�r- ---- ,.�.�.�..r..�..�..,��1
xoz�E: �g ..y..�.. .._.�..... .. -ZAB r�o: a����
LOCAT�DE�s GAMF�R�LL �T. SI� �AS�' OF _SAtkf�AGE RV�. __ ,�__
I . 7 5" �IMAC — ----• --- -.
�. oti� s�ow7v s�t�n wl�t�v���
16 .� 5" Y, I GH'� B RnT�7hi SAN I�Y CI�AY W� GFtAV��,
A'�TERHUP,G LIMITS: LL; 37.6 FI�: �'l.8 P�:� 20.0 SE3RKG; 1Q.0�
MUNSET� C4LDR C:HA�'tm: 7/ 3 VEFtY PAL� BAQWN CLAY
.•'���' ti�ETGF�T: 7.��. Q L�S ��R CUBrC FOD�'
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. CONSTRUCTIOIV SERVICES
LABOFtATORY RESULTS F�R ,
T�ST NOLE AND PLASTICITY SNDEX
PRO�ECT: 1998 CA1�ZxRL ZMPOROVEM�NT PROGRAM
GAMBRELL STRE�T (McCART T� FRAZIER)
DDE ND.: 1952
FUND CODE: 03
---=�-��____---�-___�,------ --_- --__ =___-���__-�--____-------_----_--.� � �
H�LE �� LAB NO.: 33650 I
I,OCATION: 100' EAST OF McCART S/� �!
_o_oa__-----------------_�_.�o__e_o�o____----------�________--------���..P______ �
3 _ 00"' HMAC . �
10.0�� CRll3HED STONE [NO SAMPLE DUE TO CRUSHED 5TONE} i
�==a--���aa__��, __�_��,��-__------ -=-��saas_�___m ���� �
__-�______________________________�_--------__--- ____=-_�-__.-__----=---==i•.
H4L� � 2 LAB NO.: 3365I .' I
LOCATiON: 50' WEST �F k'RP►ZIER CL ._ �' �� .- ;
�-----------------_-----_--_----------------=-----__-----------__---- - --_- ---- j
� � � s . 0 d" HMAC ' _ � . ' I
�,�. Q4" BROWN�SH GRAY CLAY F+4/CRUSHED STOI3E TO BED . ROCK ,. I
--_-__--------------------.._��__---------------___------- -------�------=�----- I
ATT�RBl3RC� LIMIT�: LL: 35.9 PL: �.9.7 PI: �6.2 SHRKG: 9.b$ _ . �' • 1
MtJNS�',L, COLOi2 CHART: 5/2 GRAS�iSH BROWN CLAY . ' �
UNIT WE.1G�iT: 129.0 LB5 P�3� CUBIC FOOT - k
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APPROVAL: . � � ' ..- - � .
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' �� ,7p;Rj ftOUTING .. _
JAMES ANRERSON � �
NAJI B FARES � �
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� DATE TES7'ED: fJ5-13-9$
. DATE REPOR?'EL�: OS-20-98
TESTF.G �3Y : C:11f<C.iI�TI::LL, PATTERSON,
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Roadway.Base�
/1.
�If Valve Operating �Nut is �
More �han 3` Below Pave-
ment 5urface ^ Provide
Extansidn Stem To 1' Beaaw
�Pavement Surface.
i
�Detai� Pertains to All
�Gate 1laive 5izes �" �hru l�"
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5urface Material
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McKinley Iron and 5tee1 Co.,
�Ja. YB5 three ptece valve box
or equal.
Gate Yai�e
�� � _Torque bolts prior
_ . .. _.__ � to backf 131 .
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�+�.�pQ g��ps� �� y� n�t� iRa ra� "YaTLw' safl In Z.inch le[ufa.
.. _— .. 1. Yilv� �ivit 14m nulH �Mil G P*K��t nin/areM
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har� "flr�e eyrlw r�lwy," �� yeelfl�� in
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S�,pq� �•y0 � L. Mrs�ld► ea�eraliaa sad eurE +Yap� i owiwm alr�Y
� �!' Ir4n ��Ch and o! qac� r�1r�. �s N�,
-.••� 6oryoralm ane wA ��ln �Ise� Mall ha �^ fer
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f�a'� a! rai1� Cn�:� I�ib.
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16'• li" �• it�� IS" 10 nb' +�+' ]3" It�� �8�� ���� 7y� ]6•.
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--�i�vnllen� are Eaaed nn Aciriwn tl�riinq •1�Iw
�nd n/q� to. D�wtng Ne. 614i� en�a !-=•S!.
rfrlSad �-lI-70. li" q�l� ri3.� dl�e�.lem �
� ��1I h�1�d an Glalaq Xo. 10� p�gcti 10 a�t 7Y.
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6" Le�d �rom F43 i ns. i�'� a� Larger to
FSaue Gate y� 1 ve
Exvs�ing or Prop�� �urb
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t i�n ofi � of C�n-
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n
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(�} 3'-6" for Cast Iron Pipe
(a3 �'�@'� for A�C �'i{�e tde#.
i j €'i�ure �
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6" �'ire Hydras�t
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�'1����� �
Er.te�si�n Barrel ��d I
'Stem far �tr� Bury
aepth �f Necessary
Mfnimum % C.F. Grave 1
pro�sort i ona 11 y
Rround �ase
Cancrete Blocki��
Concrete Rest
12" x 12�� x c��
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9
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15� �.S.I.G test pres5ure and 3400
P.S.F. soil bearing value.
Plug .
y TE�
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"E" �i500'� Concrete
f 500#� Concrete
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��RB����A� �LOC�Ci�G �'A���
�D9rr�ension "X" May Vary If Necessary 7o Provide BeariRg
Agai nst [indi st�rbed '�rench Wal i .
���Pipe X�:r _. .��� e �$' __ �2�'� 3n` 4�° � 90° Tes b Plug _, �
� Size Uim. "� r��n. r•w�x �r�ira. Max: - Min. ax. F1in. �yex.
-� Ft. �rAn n� ��R�� _ ArP� Ifo� ����� Ac,y}a �1�+1 . ���}i� Are? 11o1 , �i i� �"il fi. FiaX
�+" 3. •90 .8 .05. •95 •90 .OS .g5 .90 .05 .9t .�2 .05 i.t6 _.5 .05
6" ]. 5 . 90 .�� . 05, . 95 . 90 , 05 1. D5 i. 2 0 . 0 1 3 i 9. D5 i.1 1. �+1 . 05_
8�� I.s .9a .8 •�s .95 .go .a5 7�41 2.ao .o� i.�b 3.�7 .� i.5 2.� .i
lo�� 1.� .go .� .05. i.2b l.bo .05 �.7g.3•zo .t z.18 S.b2 .z i.99 3.9 .�5
12�� 1.5 1.iQ i.2 .D5 i.48 2.�4 .� Z.14 �.50„ .2 2.83 $.DD .3 Z.38 5.6 .2
ib" 2 ].41 2.Q .1 2.OQ 4.00 .1 Z.$� �.n0 .4,�75 14,�0 .65 �.1$ 1D.0 .4
��" 2 1.77 �.10 .2 2.54 6.2D .3 3.52 �2.�+Q .6 4.701.00 �.i5 3.9�+15•55 .75
24" 2 2.i4 4.50 .25 3.00 9.00 .S •�+.25 1�10 .95 S•6S �•QO 1.�5 b.7b?� .6 i.05
30" 2.5 2.b6 7.iD .5� 3•78��+.2D l.0 5•3o a�.2o �.15 T.D5 �80 3.4 5.9135•33Z•}
, 36" 2.S ��3 10.p0 .75 �+.SD 2L1�+0 1.4 _b.3b 40.80 a.fi5 �•_50 72.�0 �.1 7.205�.002.95
�2�� 3 '�.7$ 13.�G1.2 5.�� 17.60 2.�_ _7_,,�1���4 , 1 4.90 a7.50 7.9 �•3Q ��0�7.�.
��� 3 4. 8��. 0 1.6 b.00_ oa 2. 8.48 � o.�+ _� i.�4 i25�,� x�, 4 n�0.6� 6.15
. � ►,�� � "4:a ,ao .� _.00� �.7a� �o0 7,oa g.4o �aoo o.00 �3.aa 6xoc�b.a �a.7d�i�m9i2.o �
NO�ES; Minimum arees shown are in square feet. Volumes shawn are ir� cubic yards.
1lertical dimensions af all hla�k bear�ng areas shall be i�ent�cal to the
horizontal dimension shown.
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Fl��f�� �
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E�2�io Construction
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smal�er = 2�" or
�er is greater.
1a" = o.d, of Pipe �'
�d a mi n. of. 6'` beyond
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ive. �
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�ell��ell
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1�00# Concr�te
Kee� � t�i �� of �'-0"
ele�rance betwe�n
�, eanc. ��d Joints or
balts on E.�. Pipe.
�� ar in exc�ss 4f 1'�0"
aS detai�e�.
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�ELL �Id� 5�1�07° J�IT�E�' Note: wFien cr�dle is
� ����� ������
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shown ar speclfRed
for 1nsYallation
on cancref�e pi pe
�the full joint
� �ngtE� of the pi pe
or �ittirsg shall be
cradled, �',
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4., _`-�`
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�, 1-20 Mater�iais
E 2024 Construction
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tJndlskurbed ,•'�' _ �.. �:am',•� �
irench Idal � B`'�a.. `�•_� • _L�r.� �. ��� 8{�
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' TYP
NO��: 34��X���' Shailow
it�anhole type xo be use�
tot�l de�th iess t�t�
��r feet, FacKinley iron
iWcrks N6. PN9 ��X40 , o�
I equal .
t�9pii�� IAl.S
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1�" TY�. 6�� FiIN.
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b��l�ble
D I��net��
,�.� 24" Std. Faar�hale _i
cavcr equal to Standar�d E�bed
� �Kinley I.kf. Noe : ,�l„�a���u.����
� e91s��d_wr�l, rqdsaep��
��
i:.:.:.
� cast fn lid.^� S�CilB�I A-�� � Com6trsation alr t� vac. �
; �Fl�rtar�, Ref. � 1��0 sfl�pe . � �1����� ��$��o� � �� nl1e1e5 Vteee,2csase :
�o sfa� edge. � � PP , :
i� Grade adjustment, $" in , sup�lie� by ;ej�s �I�s�tcs Gate Vatves. N�ppl�s
St. R.D,W. ar ��der Pvmt. ��er�als, S�pply Co�� Ft. to �o�form ta � i-9.�a.
� i��'op t battam slabs, Ciass� /� �or�h, TexaS� or equal. � F�ar�hole s�eps aq�al to
•; "Fu (4000#) 6or�cre�e w/#Eb �/ Ida�er main wlth f�an�e �ERF�P►-S�'�� �100-�,
5t. bar� spaced fi" c/� access as appllcebie. tl�illty Prod. Ir�c.,
�ach w�y. Sfeel ��r cc�er �7 �xhaust ptpir�g, fitted �vith 5afl A��or�lo, �'exas
i 2���k�" from bo�etom af each Dresser coupl ing, wFien
, slab. r�quired. Pl�e gap In {5ee �igure 1% for
• L� � ��0
� ������
. ..~. ��,�� . , �� �
�oupif�g s��l1 ba �1�. D/2, Dis�flstons) �
��I��I �VA���N A�� A�0 � ��
R���i4�� 1/�1�1/� �� ��'��4�� ... �`
�r���� I� • E ��11 F1P,iER1�L5 ._..
;� 2� 11 CONSTRl7Ci I QN i
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(Con� Enu�d fpan r i g. � ol
� D 1F�E13S I bNS
5���' 10�" ���,
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12�' TYP. .
b
b
,C.C.P. Risars) �
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o ��1
�- FiO. 6 ��r5
6" c/c
Ol When exhaust piping is required� min. dim. shall be length of va�lf risar tongue i
pius 1".
� 1�hen exhaust piping is nat requlred� min. dim. shal] be length of �a�l� riser tongue ,
� pi us 1", iAPPrwc. 5")
�3 2" fittings� using close nippiesJ min. dim. shali be i' �m3/16", 3" fittings, using
close nippies, min. dfm. shali be �' 7/�".
MIN: OIM.
O, Nominal I lnstalla�ion o� � Installation on C/� P�pe �
Stxe Bitnd �lanqe To Sus�face of Pipe Coilar
—2u .. _ � _ * 1/��� — �, �_- "� �-1/1 "_ -- �
-_ 3" ._ �;� ��$„ - - _— ,�r.,�-5I8' ,�..____
� Min. dP�. �ased on reCommended instaliatton
af close nipple.
�� F1in. dim. baset� on recommended tnstallation vf
close �ipple on flanged o�tlet wiYh insulater!
_f�anqe to thread k(t. _ , _` _ _,_.� ,_ _
O Off-sst to be 6" fsom C/L opposite manhole ste� 1 xatian When installation is required
on blind flange of access autl�i. Dther installations s#�a11 !s� on te� C/!� of main.
,�, �1� � ��� ����������� ��6� ���
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ldl�is a� i� r- �-i� corr5r�ucTiorr
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t�� ���� 11� � v� �3 "' ° ` } A ' ,
� 1 �' { I �'r � �
� �i�. �n �li�.
��1 �ea) pipe to ��11 hole c��-c�� wt�h non�sl�rink rtwrr��� ��al to� � p�r� �q16r°e�e, .
i �mr� ���H�, � pat�ts s�nd.
' � �ta t 1 s of ��s�rue� t�n �h�i 1 efln�nnrr to F�gd� 1�3
, 3 Ci�ss '�f'� �00� €��cpet� with l�o. b st�l b�rs ��a�cec� �" g/� e�e� r�ay. 5e��1 bar �
6oeer to � 2" �in., 3" n�x. frcmi batQc�n �f �op slab afld fYa� top a¢ ffoar siab. I�
• 5��6� ���� ���l� � �� � � ��� �� �.�.
,��.� D�Ai�E�°�� SUM� N��l���LE ���A�� ��
�B� �� E O� � 1�20 Materlal i
' i��d�� � 7�2� Ci0fl5tPUCtIS3n
w�� � . � �� i � . �.. � �. � u
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+
�a��s;
�I 6" blind flange tapped 2" with 2" brass plug.
O2 l25# pattarn bain� fla�ge drilled and tapped
for 6" �lind flange. 6" blind flange atteched
with bronze bolts. &askets sha�i 6e fu�l faced
as otherw9se required in � 20�l.
O3 Lifting lugs sE�a11 be provided in �uen�ities
suff i c i ent to 1 oft and hant4! e the f 1 ange as
a balanced load. �
a Attach the 125# pattern bl ir�d flange witi� s'�eel
ksalts and bra�ze �uts then toyer with
cement grout after in�taliation.
O125# pattern flange, unless required otherwise.
glanges �nd blirsd flanges to �e designed #o
withstar�d pressure rating of pipe.
OWye brar�ch to �e one s i ze iarger
than, but tapered to 5tandard
run narmal diame�er uNlass
o�herwise specified.
O7 Standard run diame�er.
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7
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Et-1� �iaterial
k2�14 Cnnst��ction
E :_.�-»T �.�e��v av��{�
j F� c'Or� t° C'f'o+�/e �a
� �'•• ¢.r�e.�A �e
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�'� MAN,-IQLE FRA�iE AtJD f �� , �� `�
- 24"DIA. LOVER, EQUAL � � � �
TQ hScKI�dLEY IRON �_ l� + t�yi ��
WORY.S NO.A2kAM: � �� '
(A�� . E2-14� • � \ � � � �r �
�` � f�' �' / �
\ �. — � /
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�'Op OF C0�lGRETE CONE
SECT�D�d 15" BE�OW
FINISH RIM ELEV,4T�IDN; r
(REF. FIGS. 1Q3 � a0�+).
'=�
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6" MIN. �
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i�T _ ,:��,•:=`� �•. .,r;-:�;�:�; ;_
s's .. � r'r..=1:�i.-- - - -� - - -
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$„ � t`"� L�ASS F (400DT) CONG
NOTE: 1. PRECAS� �+'�lA. C0�l� WITN
STANDARD 3a0,# MAN1i0�E
LOV�r'�, RN� RIh1G IN L�ECi
OF :4"x�+0" SHALLOW
MA��tHOi.E(REF. FIG 1Q6).
2, MA��fhiQLE TO BE USED WHERE
5EWER LINES AA� �ESS
THAN 6' DEEP.
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S��,L�L�IN M�N�i�O��
PR�CAS�` C���
FIGU�� I��
E1-14 MATERIAL
E2—l� C�NSTRUC�IOt�
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NO7ES
1. Shallow manhoie to be canstructed of Class
"F" (�OQD#) concrete (Ref. E2-]4) c�r of precast
cane with Standard 300#� manhale ring and cover.
! �..�
2�. Frame and co�er as manu�actured by McKinley �
! ran 4lorks, No. Ph1 24X46 or equa 1, may be
adjusted for elevation on a maximum of four (�)
courses brick in paved sCreets, ar areas to be
paved; minimum of two (2} courses in other
areas.
Fiortar
Raf : � 1 � l 4 �
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��� 1+��1�7J�"�p�w��, �F CowcR��rE
F9 /��� ��LVVTI�
�� k 4B" t�9. k.
Man�ole t0 be used wh�re sewer
lines ere less than �i'il" deep.
D�T�#i L �� S��LL�1N
.� � ��N Ii�4�Y S�114��� nA�4(� HQ��
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4�#�4 REBARS i YP. � ' � �
US� 2500� CL.ASS I � r 1` `�- .� 3" TYP .
6 C�NCl�ETE . �r' " � , ' � � ` �
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C�NC . COLLAr� �
H�IGFi� VARTES� � 3/4" CHAMFE� TY�.
- .-. �
PViMT. PVk'i. �.� .� � �: a �� GfrDUND
� 2.• 2T�. A � � - -- -- • •� • �%.11l��lii%! llT.�ill !
y
- � ��� 4- � �RADE RING� � f � ,. p �
C.�SE: CASE2 •�. ' `—-----� — � 6" �SIN. �
- RANi NECK • ' � ��� �ININiUM
C�45E ,1 ' f � ____ HEIGhiT VAF�I�S
CDLLAA Sf�,'.�LL EXTEND TQ
TOP OF 2.' 27 CONCRETE •
( NO R�BAR REO_l S��TIDN A
CsiSE 2 /
COLLAR SH,�LL EXTEND .�' BELOW
BCJTTOM OF LOk�EST GR,4DE RING
(RFt3AR REQ. J
�IGURE 121
C�NCRETE MANHDLE COLLAR .
D E T,4 I L �1--24, 23 MATERIAL
� E2-20, 2i GONSTF�UCTION
�• 5/tB/90
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F�1�kIMU�A 6" INIT
BACKFILL COV�F
MINIMUM
�MBEDME
TYPE �C" BACKFILL�
SEE SPEC. E1-2.3 �
G.C.D.
SAND �1ATEF2kAt ��18EDMENT
& INIiIAL 8AClCFILL
SEE SPEC. E1-2.3 G.G.D.
- - � - WATER: SIZES UP TO AND -1NCLUDING �12",----:..- ------ -�
=1 I 1=1 i I- � I k-1 �,l � .
I I� 1 f—1 �� I 1=I l I:
� I I' � TYP� °C" BACICFILL
`�=� . _� � i SEE SPEC. E1-2.3
=�I-...�;;i:i<_i:' �:�;�:.:.'a��' �I— C.�.D.
IuIINp�AUtvl iNI11AL BACKFILL COVER: ti;-:,-5.l�,; .c.;.=�-c:•
�
p <<.....�: ~�' �r. •.. ..F: •�i� � i.
WATER - 6 '�••''..
�� � ��i•;�':;'•,�•• :"-''"�•<�
SEV4ER - 12'° ' "' =�' CRl�SHED ST0�1E OR 5AN4
---:..:
- - . --- - � j ; �.�:ati• . "' _ '�:-,:• 'j-`_' -liAA7ERlAL iNITIAI."'BACK� LL --
- -- --� STORtwt �DEtAI�I -f12"
,��
-� , � ; .,' SEE SPEC. E1-2.4{b)
� ��I 4 e: '� .",o �� f Et-2.3 G.C.D.
—11 �' � � • � p��' i
� I � r q� �a�
' MlNIMUM 6" 11=1'•".-��`" Q: :'� I �:
� • C • • • �� � • � �_ ��
EMBEDMENT �� � ', , ,^, , ,—� � �--� � �� I I =L CRUSHED STONE
lli�IT�i�illi-i�llii�lliEi����� Gc� ��c. ��--z.�
�VATER: , SIZES 16" AN� L.ARGER
S�WER: ALL SiZES
STORM DRAIN: ALL S4�ES
� MATERIAL � SPECIFICQTi�NS - -�-� _-_ __. _ �
- -......_.._ --- • -�--...-------� --
THE EMB�DMENT ANt) BACKFILL D£TAltS PROVIDEO ON THIS
SHEEF SHA�L REPLACE APPROPRIAiE PROVISkDNS QF BQTH
TH€ E1-2.4(b) AND E1-2.3 OF_7tiE G.CA. AN� 57D. SPEC.
fTElri 4a2 OF TFEE TPW STANOARD SPECIFiCAT10N5 FOR
STREE7 at S70RM DRAtN CONSiRI#CTiO�I. ::ALL OTtiiER_= ... __ .
PR011ESIONS OF 7HES� ITEMS SHAl.L APPLY. • "�_= - --
�lAiER, S�1NFR & Si�RM �-DRAIN
EM���M3�N�' AN�_.:�A���'1��.-�.��TAILS _ _
� CITY OF FORT 'R�ORZ`H=CONSTRUCT�OPT ST�DARD
:�
I
,� -
�
.�
. SAND (�iAdATIOi�I
51ENE SIZE � RE7AW�D
� �20D 1Q0
� P.I. = B OFi LESS
. {�3USH�D S�OtrIE � GREIDA'�lOtd . ,
.. . . - -- -. . .. _.. .... _. .----- - -- �- - . .
. 51EN� 51ZE : �_ . % RETAiIVEp
�... . . ' �n . . . � .
3/4" 0-15
- - 3/8" - 5S-9D
�4..' �90-1DD
, �$ 95-100
— — — �
EXCAVAT�ON9 BACKFILL AND PAVEMENT
REPAf R UNDER EXISTING STREETS
� �
; MIfV. 2' HQT QR COLD MIX ASPHAL7 —TEMPORARY PAVING REPAIR SHOWN - FOR
'if EXIST. STRE�i PAVEMENT F GURESE�i 5 QR AS SPEChIFIE4 IN I THE PLANS �
i OR SPECIFICATIONS.
� �
' I
� �•`���' ::��,• % �-.. �_� ,.[.: .a=c=o_��=_�'a-�'o�s_e�=o.�w;,on`� a=a"�ca`ac -' �,•,�,/��� �`
' ' �ifi./�.: i i :
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_ ,, •,. ,,, ., ./: , ,�� % . ,� I / J i I , , . -�j !,� ' r��%,
� • � ' � /�I�kN 6' COMPACTER � . �'/ , . E
i �• FLEX-BASE MAT£RIAL � ` ' �' ����: � � �% - a f
i d - � � ,' ` , . '� / . /
I � d ' � . . ' . .i ' . . . . �� �' ' �' a � ^� �
� ' a � , .` � , �
� d
� ` a a e BOTTOM OF TEMADRARY OR PERMANENT ?AVE N7'REPA4R� `, I
� - � � � �
I
�
�� �
EXIST. BASE �� '
� J��; � : . . . : .'.: � � � � ' *TYPE C BACK�IL�
I • ' • ' . ' . ' • �� S�E SPEC. E1-2
a SAND MATERIAL � ' • ' � � � .� ' . � • 1`-6' MAX1MlJM '
EMBEDMENT �'r '�". � ,� �� . • . • .� - �I
i 5E� SPEC. El-2 ��' '• ' . �. ' � ' ' . ��
� : �. • ,- , �..' � ', _ MINIMUM 6' SAND '�II
�� . . , .. . '�•. � •. . : - ElNSEQMENT COVER
. �� �.�� .�V I
�, .� . w : . �
' , .�� � , '. Q�q '. �. . MINIMiJM 6" EMBEDM�NT ,
I � _ • • � , . � ,
� . • . :.' ' _ !
�� — - ;
,
rb o�G f I
� ■ fNCLUDED IN LINEAR FOOT BID PRICE OF PIPE
r
: FIGURE A �'
� �
' (WATER SfZES UP T� & �NCLUDING 12°) '
� .
�
�
NTS R�V: MARCH 25, 1999 �
i
I i
I�
.� EXCAVAT�ON9 BACKFILL AND PAVEMENT
�i REPAfR UNDER EXISTING STREETS
�'�
��
.,
;
�ll�l. 2' HOT OR COLD MiX ASPHALT � —TEMPORARY PAVING REPAIR S�OW�I - FOR
PEftMANENT PAVING REPAIR �ETAILS SEE
EXIST. STREET PAVEMENT FIGEJR�S 1-5 OR AS SPECIFIED 1N THE PLANS
OR SPECIFICATI0N5.
j��ib � o"o"o`a"a"o"o; a"a"�"o"a"a"o"o"ob"a"a"o"o"o"a"o�"a"�"o`'a"� :•''/%/: ///�� .
/�� . ///.�o' �.,o„o�o.,o,.o„�„o,o„a„o_o_o_o_o_ �_6_O_o_O_O_R_�C_o_R o_c��/p� ://.: � �%/�! �%
.�/��if'�%/!�E�� %: �' : � i . .' i�: 'i f� � �� `� 'r IJr � � �' � _.7�'ril.�. �ir,�'J'I�/:
` �' MtN. 6' COMPAC7ED I/ I'� •� • �ri - % /� /' • � • . • : : l
� - � j�FLEX—BASE MATERIAL i'f�� ��/l �/ j <�
� .1 ' " \• - ' J� i� f �. i II �r f �/ � � �/`i , f � � /� a � ° •
u ' �� `
� a' , 3 . � BOTTOM OF TEMPORARY OR PERPAANENT PAVE NT` REPAiR� a° k
� � �
EXIST. BA5E � -
' . • ' ' . � ' � .' «7YPE C BACKFiLL
� SANp MA7ERIAL ' . � : � , ', ' . � , � . ' � SEE SPEC. E1-2
. EMgEDMENT • - • • � � • • 1'-6' MAXIMLIM
SEE SPEC. El-2 ' � ' ' �
.:' •:. . , ',•,
�p i? SEWE�i - M�NlM�1M t2" . • • � • ' .
SAND EMBEDMENT COVER ' •� "" '�• '
� 2) WATER - MINIMUM 6' ' . � �.. ��.�•.:.� �'. ,
SANQ EMBEDMEN7 COVER
MINIMLfM 6' EMBEDM�NT � _ • • � �
%��iJ:,.
� �
�� I
�. '
� INCLLJD�d IN LINEAR FOQT B!Q PRICE OF PfPE
CRUSHED STONE
SEE SPEC. �1-3
�
� �IGUR� �
� � (SEWERo ALL SIZ�S)
, ; (WATER SIZES 16" & LARGER)
NTS
j ��..
REV:MARCH 25,1999
�
;
�
ASPHALT PAVEMENT� �
LESS iWAN 10 YEARS - ENTIRE �Ild'iii OF PAVEARENT, GUTTER TO GUT�ER
h{�RE THAN 10 YEAiZS :- OVERL'AY 1 I.ANE WIbTH (APPROX[MATELY 12`)
IF A STR��T IS PROGR/U�4P�ED FOR TOTAE. RECQtJS7RUCT10N
OR RESURFACING BY PULVERIZATEaN & OVERI.AY,
A TEMPORARY TRENCH REPAIR IS ACC�PTASf.E: r '
EXI&7GUTTER �
WE�GE M�LL 5 FEET
FOR OVERLAY �
••., �' 2��_Q��
.,
.'•: i.j, '
' EX15TlNG .hiNRAC ,
. -. ';Y.:�,ti
. . _ _ . _ . ._._....�„n.��,v.�.eaua�
EXISTtNG 6ASE
(IF fWY)
1. PLACE 8" OF 2=27 CONCRETE i0 piTCH WAI.C.
BOTTOM OF EXISYING HMAC PAVEI�ENT .
2.I�ATCFt EXlST1�tG NMAC PAVEMENT
3:WEDG� MILL 5 FEE7 [2" -a" I. OVERLAY
THE ElV71RE WIDTH OF STREE�'
GUTT�R TO GUTTER WETH z" AAINiMUM
�YPE 'D' SURFACE COURSE.
SEE C17Y �F FORT WORiH STANDAR�S
SPECS & DETAILS FaR NMAC_PAVEMENT
4. BE��ING OR PIPE TO MATCt� ADJACENT
SECTEf][�5 DR SPECIFICATION 402,
�
�
�' . �B" MiHr ". .' �, .
12" . . , . , . .
°� , , ti �
\ '
�.
����,,,,
�;. .
�/
P4PE
ALL TRENCH BACKFILL SHALL �AEET
REQiJIMENT5 FOR GRAE3AilON & COMPAC710N
AS SPECIFiEE] lN ITEM 402 OF THF STRNDAR[}
SPECIFICA�IONS FOR C�NS7RUCTION,
TRAI�lSFQRTATION' & PUBLIC WDRK5 DEP7.,
CITY OF FQRi WORTH i'X.OR BACKF�tL AS
SP�CIFfEO IN SECTIONS E1-2 & E2-2 FO THE
SPECiFICATIONS FOit WATER DEPT.
PROJECTS, F4ft7 WQRTH WATER DEPT. C�TY
0� FORT WORTH, TEXqS.
WHiCHEVER IS GREATER • 'j''�}��CA�. S�CTO�B� " �' ���C� �����
5, FQR CONGRETE BASE US£ REINFORC�D H�q� �AV��E�'`p'
CONCREiE .
RECOt�MENDED BY�
GEORGE A. BEH�iANESH, .
ASSISTMIT DIREC70R, TPW
Itev
aATE� � � ���� !Y � �l�1 L �
• -��
CISY OF F4RT WaR7H, TEXAS
TRAE�SPflRTAtION/PUBLIC WORKS
ENGINEERtNG �IVISION.
� �.. '-
� EXISTENG � CURB
NEW HMAC 5lJRFACE & GUTTER
(2" MlN.3 �
WEDGE MIL� 5 F�ET
FQR OVERLAY f�
2"-0"
.�
. •.�.
- .. •�
,:�,,, ..�,,:.., - , . . � .
12" 2:27 CONCRE7E OR FLOV�ABL� FILL
.--�
APPROVEQ 8Y;
MUGO �+IALANGA
�fREC70R, TPW
m
bATE�
FIG 200�-1
i
CONCRETE PAV�MEN7�
LE55 iNAN 1Q YEARS - PART A�PPMIEEL REPLACE�JEHT ■
70 YEARS •
�
■ pARTIAI. PANEL REPLACEMENT iNCLUDES. R�PLACWG '�HE EN�IRE WIDTN
REMPJP111�G PdRTON OFETFiE PAN�LN E�LESS TNAN 5� EV�Ni SFiALL ANY
SEE STANDARD DETAIL
EX1S7I�IG REpAAINyHG COHCRETE PAVEMENT FOR REINFORCED Con�CREiE �XISTiNG CURB
W{USi BE A A�1N.OF 5 FE�T. CLASS "A" REINfORCE� CONCRETE & GUTTER
07HERWISE �XTEFlp Th[E REPLACEMEN'i PAVEMEN7 REPLACEMENT •ZO THE ,
TO TFtE NEAftEST �t01NT DR BACK OF CtER6 NEAREST J01NT OR CUftB. PAVEMENT �NCREiE
� �� DQWEL D04VE� ��
,-� .,�, ., I:.
� • ' ' ' • . • .. ',' . � r i . � r' • � • • � • •. : � � : • � � � �• • • ,'. • • :'� . • : - � . � : � • �
• . . , �.: �..• ' " �•r� ••• . 1'i •� 1'!'• . r
• '• �'•. � �,� �•'���,• �♦�1���'!�::�...�'•.-%�-A;L;�i :'',-,; , 1 :'�r'i�L� -.. '.` .'�'.; . �.r-•'''�'r�+ . '�� .''
I � •� •� =y, '���t��_.�Yt.�+ ' . �.r .'r, �:'� . . . .
. -����• `�. t• ;,���. . `
'�'�' ;:�:t�lild::• :.,.:,..;:'.
. ���'�, � ' . _ , � 1z�
- �� . , � . NOiES�
\ EXI57iNG CQNCRETE ,1�ISVT ti. REINFORCED CONCRETE PAVEMENT
� SHALL 8E REPLACED TO ORIGlNA1..
EXl571NG SASE �( �� 2�27 C4NCRETE OR FLaWA$LE FILL DEPTH 4E� �5 GREA IERMCONCRETEF 5"
UF A1�Y}
�
�'
\'
/I/1!
plTCFI WP,�L
a
� R�COMMENDEt] BY�
� GEORGE A. BEHt�ANESH,
A5515TA1+lT DIRECTOR. TPW
Rev.
pATE��
WH4CHEV
SHALL BE PER Cl7Y Of FORT WORTH
RLt TRENCH BACKFkLL SHALL MEET STp�p,q�p gp�CiFICATIONS &
REaUIREMEN7S FOR GRADATiON & COMPACTiON �p�STRUCTION DETAiLS
AS SPECIFIED IN ITEM 442 Of THE STA�lDARD
SPECIfICAT103�5 F4R �ONSTRUCTION, 2, g�pD11�G OR PIPE TO MATCH ADJACENT
TRANSPORiAT10N & PUBLIC WORKS �E�T., g�CTIOHS DR SPECiFICATION 402,
CITY OF FORi WOR7H TX.OR BRCKFtLL AS WHICFiEVER IS GREATEF2.
SPEClFIED iN SECiIONS �1-2 & E2-2 FO 7HE .
SPECIF[CAT�bNS FOR �h1ATER �EPi. • 3. 1" OF REINFORCEO
PRO,]ECFS, �ORT WdRTN WATEFt dEP7. C1TY �fl���ETE �,AAY BE 5U85TlTUTED
OF FOR� WQRFH, 7EXAS. , FOR EVERY 2" dF 2�27 CONCRE7E
TYPiCAL SECTI�N- TRENCH REPAIR
REINFORC�� CONCRET� PAVEMEI��
F��TI V��H
CITY OF FOR7 WORiH, 1�EXA5
TRANSPORTAYION/PUSLIC WORKS
ENGINEERING DIVISION
APPROVE€} BY�
DA7E=
HUGO MALANGA
�iREf"TC�R, TRW
FIG 2000-2
. �
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S.EX���j GUT �U�U.� m5,��p,,S� hhN.6„
s� a �RQ p�N�
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6P� �S �'
�NTa E� '��N ��$ ,� o'�E L�� o�a „
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AT E�t�Ah�510N JO1NT US� RE�WaOW
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. EXIST. CONIC_ PAVEl�.NL ':' ���_�yrjl��'�,--'� � - •:� � �� �• -
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ASStSTl+�17 DiRECTOR, TFW _ . . CITY 0� FORY W�RTH, �� �Aa�Y¢A
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�v.
- . lili�ri��,.' A� neTK: �I �`t/v 1 1
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TWO WAY SER VE CE CLEAN �U T
NOTE:
PIPE AND Ri"[1NG5 S31ALL BE
SDR-35 OR SDR-26 PYC
WFiEN PIACEO WITHIN ROW.
PROPERTY
llNE � "
i
•CiiY OF FORT WORI31
4� 70PSOIL i STANDAftD CLEANOUT
� ±� CAP (PVC OR CRS73RON)
� �� .
. BACKFILL CLEME4UT STAqC WiTH
APPROVED GRAI+fULAR BACKFlLI.,
� 6` ALL AROUND
DOiJBLE BAND.. . . 4'� R]SER '
STAINLE55 SiEEt pUCTILE IRON OR PVC)
CpUPUNG , �
, ' 7W0 ►YAY
1 CLEANOUT
�
-- , -- �
CLEANOi1T NOTE5 �
i. ±HE 54'IEEEP TEE AiJU PiPE FlTfFNGS lNSTALLETa 51iAL1
BE SDR�-35 QR SDR-26 PVC AfAI£RiAL
2. CONNECiEORS T4 7HE EJ(ISFfNG SERVICE St{ALL BE IAAaE
USIHG RiJBBE€i SiE�VE GOUPLINGS W1TH STAINI.FSS STEEL
DOUBLE HIWD FtEpA1R SCFEVES. 7HE SLEEVES SHALL BE
'fiGFlTENED TO THE TOROUE RECO1r4ASEN0'cQ BY THE
FAANIlFAG7llRER.
3. THE EMBE6AIENT MATERIAL 11SED 9lALL BE SAtdU,
GRAVEL_ OR OTHER APPROVED Bm01NG MAiERIAL•'
4_ SLOPE OF lHE MAINLINE SEfiVICE LATERAL SFIALL SE A
MINIhAiJlA OF 2 PERCENT_
5. iTF H3GH TRAFFIC AR�AS, (SiREE�FS, ditIVENlAYS.
SIDE4YALK5. AN� WALKVIAYS) lYASTEwAiER a.FAN�E�r
STACK AND CA571NG SHI4LL 8E OF CAST IROTf. _
6. IN NON-TRAFFfC AREAS WqSTEY:qTER CLEAS�IOUi CAP ANp
STAC!( SHAEL BE PVC MA7ERIAL.
7. C6NCREiE USFA ARQLIND C{.F,.AN011T ASSEMBLY SttALI
BE 5 SACIS, 3,000 PS1 !dl%.
. �
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REQUIRED �MATER[AL pRODUC7 IN�'ORMAT10�1
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����� Effecti�e Daie
UTILITY CONSTRUCTION POLlCY R�vised
Page 1 af 6
The following policy shall govern all utiiity construction withir� City of Fork Worth rights of
way and easements.
PUR�'QSE '
The purpose of this policy is to effe�ctively manage street eEosures, minimize disruptions to
traffic #low, minimize damage and ensure proper repair to the street pavemen# while
allowing for utility construction and maintenar�ce. �
A. GENERAL
The Director of Transpartation and Pub�ic Works or hislher designated representati�e,
hereinafter referred to as the "Director," shall specify methods and materials that will be
accep#able for utility eonstruction within public rights of ways and drainage easements,
Ail plans and specifications shal� be reviewed and approv�d by the Directar.
B. PLANNING AND C��fiD1NATION
1. Advanced Planning: Maps a�d projected schedules fior the fUture 'i 2 months for all
construction plannEd ar antEcipaied by each �tility inciuding water, sanitary sewer,
electric, gas, telecommunicat�ons, cable, etc., are to be submittad to the Director
each April �. The City will review and distribute this information, which can be
conceptual and tentative, with other utiliti�s far �urpose of project planning,
coord�nation andlar consolidation of projects. Emergency utility breaks are excepfed
from fhis requrremenf.
, � 2. Permit Requirements: AI� t�tiiity construction within #he street rights of way or
drainag� easements, must have a"St�eet Use P�rmit" prior tQ construction. (City
Ordinance # .) A City permit is required for any wark on Texas Department
, of Transporiation (TxDOT) right-of-way that is lacated within the City limits of Fort
War#h. Seven (7) copies of engineering plans must be received by the Director a
minimum of 21 wark�ng days prior to anticipated constrUction {excludes �mergency
, work). All plans for service connections must be received by the Director a
minimum of five (5} working days prior to anticipated cor�struction. Al! construction
- work autharized by the permit must be completed by the time specified on th�
, permit. If the work cannot be compl�ted within the specified time period, the permit
hoider must requ�si an extension at least three (3) working days prior to expira�ion.
� A copy of khe permit, a�proved Traffic Contro� Plan, artd approved engineering
, plans shall be maintained at the construction site at all times. If any pr'ovisions of
t�is polEcy are not faliowed, a permit may b� revoked. If a permit holder has not
� complied with tf�e terms and conditions of this �tility policy under a prior permit, new
� permits may be denied. An approved street use p�rmit will become void if
� �.
02/15/01
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1`R�IVS��hTA [ 1�i� � �U��i� Policy #
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UT�LITY eON5T14UC�lON POLlCY
Effective Date
Revised
Page 2 of 6
�.
0
construction has not begun within thirty (30) days after approval of t�e permit. A
�esponsible representative with decision-mak9ng authority for the permit hald�r
shall be on site at all times during active construct�an.
Emergency repairs: Emergency repairs may be undertaker� rrvithout first
obtaining a p�rmit, how�ver, the utility company or contractor st�all apply for a
str�et use permit within 24 �ours and provide the City with a writt�n detailed
descri�tion af the work performed. An emerg�ncy is de#ined as a situation
presenting an imminent hazard to personal or public heafth, safety or property.
Engrneering Pfans: Engineering plans shall be 1�"x� 7" at a scale af 1"=�0'.
Plans shall provide a c�ver sheet outlining the full kimits ar�d type af proposed
work; requested number of working days; utiEity company cantact name, 24-hour
phone number, address; table of contents; compEete legend; location of all
trenches, directionaf bores, s#ree# right-of-way, curbs, dri��way approaches,
sidewaiks, landscaping, irrigation systems, existing utilities, pull boxes,
mar�holes, street light, traffic signal or othEr poles; loop detectors; traf�ic lanes,
etc. lnformation fegarding existing �tiiities must include horizQntal and vertica!
alignment and pipe siz�s� P1ans should clearly indicate if the utility is overhead
or undergraund. DetaEled drawjngs of the �ropos�d utility insfaliat�on shouid be
provided, such as pipe size, number of i�terc�ucts, profiles and otf�er utifity
structures such as switc� gear and transformers, The �ength and depth af all
bores and trenches must be clearly indica#ed. The engineer's name, license
number, and date shall be on ail �lan sheets. Review copies will be distributed to
the City of F4rk Worth Transportation and PubEic Works Department, Depar�ment
of Engineering, V�later Department, Enviranmental Management Department and
the Parks and Community Servic�s Department. Engineering plans will show the
r�ame and 24-hour contact telephone number of the utility project represeniafive,
alang wit� the folkawing City tele�hane cc�ntac# numbers:
TPW Street ilYlanagemenf �'ermifs
iPW S�reet Lights and Traffic Signals
Water Departmer�f
817.877.6Si3
�7�.�71.�900
817. Bi9. �300
Contact numbers shauld also be shown for other agencies such as Texas
Departmen# of Transportation (TxDOT�, �aElroad� and gas pipeline companies, as
appropriate.
02J15/01
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6.
-7.
8.
Poficy #
Effective Date
Revised
Page 3 of 6
T�.AiVSP��T'I�Tf��V � ���1�l�
g i� ����
UTlL1iY CDlVSTRUCil4111 ��LlCY
Tr�ffic Pfan: Two �2) copi�s of the proposed Traffic Cantrol Plan shall be required.
Th�se should be sUbmitted with an� follow the same genera{ format af the
engineerjng plans in accordanCe with the latest edition of the Manua! of Uniform
7raffic Contro! Devices (MUTGD}.
Storm Wafer Po!lufian Prevention Plans: SWPPP plans will be required if work
crosses a natural stream or o#her drainage channel for review and approval by the
De�artment of Enviranmer�tal Management.
Deep Trenches: A�ty trenches that exceed five (5i feet in �ept� must meet OSHA
requirements and have a safety system and program.
�Itil�ty l.ocates: The contractor is responsible for obtaining utility locates priar to
canstruction and for diligently utilizing the locate information during constructior�.
Utility {oca#es may be obtained from the following list:
iexas One Ca1!
Gity of Far� Worfh IMater/5ewer
City of Fort Worth S#ree� �ighfs
City af Fort Worth �"raffie Signals
Ctty af Fort Worth Sform Sewer
City of Fort Wor'fh �11�dians
9.�OD.a4�.454�
�7 I.879.8300
81 i.��'7.1�900
��%�79.�100
817.�i1.�900
�9i.�71.�ARK (7��.�)
For wate� andlor sewer pipe 16 inches in cliameter or greater, fieid verificatian (D-
holing) of the alignment and el�vation must be performeci prior to digging. Fie1d
verificatian (D�holing) far water andfor sewer pipes less tF�an 16 inches may be
required at the discretion of the Directar.
9. Nofification: The contractor shall notify the City and ad�oining ptoperty owners two
(2} warking days (48 hours) prior to initiating construction. Advance rtotice to
property own�rs shall be in wr�ting and include name of cont�actor, name of utility,
descriptio� of work, contaet person and 24 hour telephane r�umber. In addition, the
contractor shall instail a project identificatian sign on each end of the work site 48
hours in advance of the start of �construction. The sign s�afl state the name and
phone n�mbers as sl�own in drawing 2004-6.
10, Coordinafion: The City reserves ihe right to coordir�ate and manage muftipfe traffic
disruptions and st�eet and {ane closures and to deiay ar deny issuance of permits
which unduly restrict traffic movement.
11. N�w Pavement: lf a utility campany desires to cut the street w�th�n the firs� two (2j
years of construction or reconsiruc�ion, the utiliiy company must recanstruct tf�e
eritrre street (curb to curb) at its expense. In circumstances where there is a need
for emergency repairs or service connections, Constructior� Requir�ment D6 wi11
021151a 1
_. �OPT ��RTH -���������,�-r�on� � �u��ic PQ���y #
_.-.�� �.- ►nro ���
- �.. Eff�ct9ve Date
�:�,:
UTlL1TY CONSTRUCYION POLlCY Revised
Paqe 4 of 6
ap�ly for cancrete streets and Figure 2D04-4B will apply for asphalt streets. For
additional information regarding service connections and emergency repair of water
andlor sewer ffnes, see Figure 20Q0-4W.
C. TRAFFIC MANAGEMENT
The cantractor must plan ar�d execute the utility constructian in a manner �hat
minimizes the disruption af traffic. A maximum of 1 lane ONLY may be closed for
construction work in the dawntown and along arterials unless atherwise authorized by
the Director. Work must be scheduled between the hours af 9:00 AM and 4:00 PM in
the downtown and alang arterials unless extended hours are authorized �y t�e
Directar. Normal traffic flow will be maintained at all major ir�#ersections during peak
hours without restriction. Wark m�st be sc�eduled on all other streets between 7:00
AM and 6:00 PM unless extended hours are authorized by the ❑irectar. Adequat�
traffic con#rol devices are ta be installec� and ma�ntained in accordance with the Traffic
Can#rol Plan. The Directar may require additEonal traffic control de�ices.
D. COfdS�'RUCTlON R�QUIREIV��A�YS
1. Horizontal and Vert'ca! Clearances: Where buri�d under roadway pa�emen#, the
facility must be at �east 42 inches deep and should narmaliy be Placed under
water, san�tary sewer and storm sewer pipes; in other areas, a mir�imum depth af
24 inches shal! be required. A minim�m clearance of 3 feet m�st be maintained
both horizontal�y and vertically for pipes and associated mar�holes and inlets.
W�ere the utility crasses under a stream or other ope� channel, it must be
constructed a minimum of four (4) feet below the bottom of the streambed or
chan�el, or more if improvements are planned by the City. If the utility passes
over a stream or other open channel, it must be at least two (Z) feet abo�e the
100-year storm elevation ar�d provide sufFicient clearance far the passage of
maintenar�ce equipment underneath. TY�e permit ha�der must restore the right-of-
way upon completion af project.
2. Boring: Utilities installed langitudinally alang the street may be bor�d or open cut.
Utilities installed across streets sha�l be bared unless atherwise authorized by tf�e
Director.
�
02/15/01
�'��.�r �a�T�
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1�V�RK�
UTl�ITY CONSTl�UCTlON PO�.1CY
Policy #
Effective Date
Revis�d
Page 5 of 6
3. Trench Design Standards: Dimensions and materiaks for open trenches sha�l
contarm to Figures 200�-� , 200�-2, 20�0-3 and 2000-4A and 2000-48, dep�nd'+ng
�pon the typ� af pavement. Steel pVates used ta cover a trench temporarify sha11
conform to Figure 2000-5.
4� Driv�ways: It is preferred ta bore under a!I dr�veways. lf oper� trench methods are
used, the entire driveway approach must be replace�.
�. Trees and Landscaping: The c�ntractor mus# restore any damage to trees, shrubs
� and other landscaping ir� the ri�ht af way or easeme�t. Manholes must be placed
outside af the dri� line of a tree or 15 feet fram the trunk, whichever is greafer.
. Boring, rather than an open trench, m�st be used within the drip line af a tre�.
6. Pavemen# Surface f�estorafian: ln order to maintain an acceptable riding surface on
the street, the contractor sha11 replace ihe pavemen# surface according to the
age and typ� a# the pa�ement. Any damage to tt�e street s�r�ace caused by the
u#ility construction project, includin� damage related ta staging ope�ations and
material storage, must be properly repaired by the contractor at the contractor's
expense. Replacem�nt of pavement shall adhere to i1�e following guidefines:
C�ncrete Pavemen�:
2 years to 10 years
More than10 years
Entire Panel
Partial panel replacement
Partial panel replacemer�t includes replacing the entire width or length of tl�e
pane� by a minimum of 5'. In no event shail any remaining portion of the
panel be less than 5'. (See Figure 20(}0-4A).
,
As�halt Pavement:
2 years to 1 Q years
More than 10 years
Resurface 112 of pavement, curb to centerline
Overlay � lane v+iidth (approximately 12'}
� If a street is programmed for totaf reconstruction under a Capital Improvement
, Program or resurfacEng under a Street Ma�ntenance Program, trench repair is
acceptable.
..�
�
021151a1
� , �' ' 1
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T���4S��R�AiIC�N � �IJ�LI�
�����
UiI�.1TY CONSiRUGT10N P�L1CY
Po{icy #
Effective bate
Revised
Page 6 of 6
7. 4fher Cify Property: The permit holder is responsible for reimbursing the City for the
cost of replacing any dama�ed signa! cabinet confrolfers, light andlar traffic signal
poles, wiring or conduit, pavement markings, sprinkier systems, lan�scapir�g or any
other City property.
8. Emergency Ufrlrty Bre�ks and New Ufilrty Service (Spot Repairs): Pavement
SurFace Restaration for concrete streets must follow guidelines in Item D6 ahove,
All suc� repair of asphalt streets si�all have a mi�imum size of 5' by 5' and shall be
rectangular. No irregular sha�e shalk be permitted. The four sides af the cut snall
be neatly sawed w�thaut rough edges. The rectangular area will b� extended to the
edge of the gut#er as neede� to avaid a ct�t surface wit�in five {5) feet af the edge ofi
the gutter. Any remaining asphalt pavement between spot repairs must be a
minimum of five (5) f�et in all directions. (See Figu�e 20Qa-4B).
9. Manholes: Manholes in the street pavement mt�st be located mid-iane between the
iire path and be flush with the pavement. Manhol�s in the �arkway must be placed
outside of the drip line of a tre� or 15 feet from the trunk, whichever is greater.
?0. 5plice Pits: Canstruction shall be sch�duled in such a manner #hat al1 s�fice pits
shall be backfifled wifihin 10 days.
'{ 1. lnspection: All trench repai� and pavement resto�ation must be in accordance wi�h
the City of Fart Worfh Sfandard Specifications for Sfre�f and Starm Drain
Consfruction. All work shall be sUbject to inspeciion by Transportati�n and Public
VVorks persannel and shall adhere to the street use permit.
�
E. pRQ,�ECT CON�P�ETION
Red-line drawingslfield notes and "as-buiit" �lans must be furnished thirky (30) days
and one hur�dred twenty (120) days, respective�y, after completion of each constructior�
segment. As-built drawings s�all be provided in AutaCAD Version 14, ARC V�ew
Version 3. 7, or drawing exchar�ge format (DXF).
Recommended: 1� 2�IS [ol App�ave"c� �/�?'���.�„� _ ;�,5�� �
Assistant Director Date Di�ctor `rDate
02/15/01
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' 1. Afi channelizing devices shatl be in aecorda�ce with the curreni editinr� af the'Texas Manr�al
or� Uniform Traffic Contrnl p��rices.
2. All'fra�c Gontrol De�ices sFiall �ave worh�r�g disi��e warr�ing lignts as required in
accordance witFi tFi� current �dition �f iAliUT�D. � --
� � �. 3. For �emnoea�v Siivatio��, wM�n it is �►ot fea�sible t� r�rnav� a�ci restor� pavement
markings, c�aMelizatian must � ma�� d��ni���t by u5�fl� a��ry �lose �e�ice sp��i�g.
� .i�is is es�pecial4y irmpot���tt ir� loc�tio�� af ��f�ici's�� ir�formafi�n, s�scH a� w��re traffic is
�� directed aver a doubie yeilaw eent�rlin�. 1� sueh iocation�,� char�neli�ing �evice spacing� of
� 9 � ieet is require�, � � . - �
� 4. For �.on�t ie�rn S�agia�a work, �ll ��n�lieti�g ��vement rr��rking� must be rernoved and
' cer�terline stripin� pro�i�i��w�ere �w� way tr�f�c is i� a�jar.�r�t lan��. .
S. Contractor shall provide �i��walk �fosure, ero��waik �Ig�ure ar�dlor walkw�y �ypass
� w��rever �edestrian mov�rnents �re aff�ete� by �a��tru�tion acti�ities. Ali �id�wal�Cs ar�d
crosswa�ks sl�alt be aecessibl� w►��� �c�r�tr�c��r is �ot warking �nfe�s at�i�rwise a�pr�v�e� b�
� th� �ity'�raffic Engir���r. - .
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'L= iaper lenglh in ieet W= Y1rdt� oi ofiset in ieet � S9 �asted sg�e� "
�dote: �ufifee �o�e vrrill �� �� e�4 (m�xir�t�m). • � LEG�ND � '
6. Y�e use of traiier mounte� ARR��W DI�PL.AYS �n�y b� req�ire� A� �l1 l�ne clos�r�s. YFie
eo�tractor s�alk �r�vide o�� (�) sta����y ��it �n g�a� w�e�ing �or�ditian �t tfl� jo� site, ����y
f�r use, if his operatior� reqtsire� �4fl�ur ��ay cl���re �et-�ps and if re��ired.
i. City Traffic �ngineer an�lar ln����tars �may �e�uire additional traf�c co�frol a1��ic�s. �-�- --- --u�-
iYPfC�►►L ifr�►NSI�iON t�N�YF°�S AND .
� SUCG�SiED �JCpVIUM SPI�CIRI� O� DE1/�C�S
Minimum ��irable Y���r � S�agg�st�� �Aaxi��m Deviee Suggested Sig�
Le �qttis {�.)1�eet S�acih� _ _ S��qn� (Feet)
Pasted . 9 0� . - �'� � — — -12, On � �aper Or� a Tan�er�t nX4
S�ed �o�mula' �ane La�e �.��e (�eet} (�'eet) �imensin�
IIAPH Offset Offs�t Oi�set _ _ • �
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7YPlCA� iRANSiTlON LENCTHS AND �
SUGG�STED MAXiMUM SRACINC OF DEVICES
Minimum Desira��e `faper Suggested Maximum Qevice
Le iqths (L) Feet Spacin�
10' ,'11' 12' .- On a Taper O� a.?angent
Lane �� Lane L'ane (Fee#) (�e�t}
Offset ONset ��fset .
15� 165 780 30 811-75
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74-90
Afl channeiizing devices shaf! be in acco�dance with tt�e cur�ent editian of the `iexas Manual
on-UniiQrm�Tra�c Control Qevices. ��_ -��, = ��, �
Afl Traf�c Contrai �Devices shal! have working visibte warning �igt�ts as required in� ���_ ��
accordance with the current editiar� of TMUTCD. `�•.� -
Far �em�orary Situat�on�s, when it 'rs nat feasible to remave and restore pavement .
markings, �channelization must be r►zade t�flminant by using a �ery close c#e�ice spac�ng. ..
This is especially irnportant in bcatians Qf conificiir�g iniarmation, such as where tra�� is
directed aver a double yellow centerline. In such locations, channelizing device spac�ng• of
9 0� fee� is required. � � �
a
Far Lona'Term 5tatianary work, atl conflicting paveme�t markings m�st b� remaved.and -
cente�line `strip"ing provi�ed where twa way tra�c is in adjace�t lanes. � • �
._ ._... � -
. _ . ._.. ._ _ .. _..__ _ _.__-�_. ----------- -- �
Ca�tractQr shall pro�ide sidewalFc closu�e, crosswaEk c�osure andlar walkway bypas� .
wherever pedestrian movements are affected by canstruction activifies, All sidewalks and I
crosswa{ks shatl be accessible whe� contractor 9s not workir�g untess othe�wise a�praved �y �
the City Tr�ffic Engineer. _ . � •
The Us� af traifer rn�unt�d �1�tR�}V1d �1SPLAYS may be required or� a!I lane c�osures. ihe �
contracfar shall provide one (1) stand-t�y unit in good working �canditio�t a# t�e Sob site, ready
for use, if his ope�at�an requires 24-hour a day clasure set-ups a�d if required. �
_. ---�-_--_._.__...._.- ,__._.._. .--�----�- - .. . . ._..__---�--�-------.�..._----------------�-------�--.._.._.
City Traific Enginesr ancilor lnspeckors may require additional traffc control devices.
Posted �
Speed Formula'
MPN •
� 30 �
��� �����
�����s1�2,&3�
S���ao�s �, �� � �
�
-- c, Canveniently loca#ed waste receptacles; and
d. Designating and cantroliing equipment washdawn.
9. The cantractor shall amend or modify t�is plan as required by construction
means, methods, anc� sequence. Modifications shall no# compromise the intent
of the requ�rements of the �aw and this pian. Modifications sl�ail nat be basis for
additional cost to the �wner.
10. Areas of construction elsewhere on the jobsite shalf conform to the same
guidelines.
11. All future non-paved areas shal! be hydromulched or seeded �or erosion
prQ#ection immediately upon completion of fir�al grading. This incfud�s all ditches
and emban�cm�nts. T�e contractor shall maintain final grading and keep s�eded
are�s watered until fully es�ablished and accepted by flwner.
�2. The contractor shalf construct a stabifized canstruction exit at all traffic exit points
prior to �xi#ing onto any paved roadway.
13. The contractor shafl cons#ruct a silt fence at any and all points around the
perimeter of and downstream from tl�e wari� area. The purpose of the silt fence
sha!! be to remove sediment from storm wa#er b�fore ihe wat�r leaves th� work
site.
14. The contractar shall designa#� material and equiprrrent storage areas mutually
agreed to by Owne�. The storage areas shaEl be gradec! for positive drainage
and the surFace stabilized with a mi�imum af 2 inches af crushed r�ck or gravel.
Reinfarced fiiter barrier shal! be installed around the storage areas ta prevent any
eros�an from ieaving the sit�.
95. Refer to the folfowing NCTCOG-BMP-ID for additional minim�m requirements
S-11 L.ime Stabiiiza#ian BMP
W-1 Solid VVaste Management
W-2 Hazardous Waste Management
W-3 Concrete Waste Manag�ment
'�6. The cor�tractor will �egetate R.O.W, as required u{�vn completion of construction.
17. Cantrac#or will maintain inle#s, storm drain, ar�d cfownstream drainageways unti!
Wagetation is fully established at site,
�
- Fvrm Apprwud. oc� �m. �a.ouaa
Sii F�iY��IIi f0[ IC1blIllCtVOn� l,�.o.d.�tr.a;�-f+-06
� llnHed Statas Ern+tormantal Rors�on A�+x.Y
t�ES Was�hlnptcn� DG 20460
Fo�� ��� kotice of ln4�ni (NDZ) ior Storrr� W�tsr C��s���r��a ���te� �.rohN fr�ustrl�l
Acilvi4y lln�sr tt�� �3pgES �sr��1 P�r�rlt
SubmYe� vi lh� katlm ot Yntoril mrotltirlra rx�Dc� fd�d Iha pany �d in Sac6on 1 0l this torm inmr�x b b:, aAhor'ued b� a NPbES qarmn Iea��d lar Etwm
v� D�durflea ossodatvd wltn ir+duati�l � In 8� State Identlil�d In S�c.�tlon 11 0! 1P�s fo+m. B�oomYnq e permlt�eo oblipata� wdi died��rpsr fo oomply �
' ���no mndroarn or a,a permit .aLl. N CESSAAY IHFORMA710N I�AUST BE PROYIDED QN T}ilg FORM. _
' I. Farilliy Operatx InkxmaLon
� � . � . , � , , � , , I Pnor,e: i � � i � � � � � � �
hiana: � � � , � � � � � � � � � , �
I 5san�s o1 ❑
/�d7B'S.6' � � � � � � � � � � � � � � � � � � � � � � � � 1 I I t i i 1 ! ) Puner�erator:
1
i
� . �
Glry: � i � � � � � i � i i � i r i i i � i i i � 5tate: � ZIP Ccde: i i i i i i'� i � � I
II. FBGiII�'•'SIIB LDC2GOf1 IMDf1T2flOn
Is �re Fadlity LocateG ar� ❑
hidIT16: � � � � � � � � � � � � � � � � � � � � � � � � � � � - � � � �11d13l1 LBflC�f! � Of �I} !
AdtltB55: I i � i i i i i � ` � � � � � i i t r � � � e � � � � i � � �
City: � i � � i i r i i t i � � � i i � � r i � � t 1 StatB: LL7 Z1P GC7d6I � � i e i i'� i i � 4
�: 1 � I � I � l�g�g: k, � �� I�� o�: L�J s��: L.�J T�5►,�P: I,,, f�.: �, �, I
I11. Site C�..^avfty kntormaflon
MS4 Dp9[8b� Na'i1B: I � � � � � � � � � � � i � t i i r � � � � � - � � � � � 7 � � .
Re�oetvinp Water Bc�y: ��� � , � , � �—� � � � � � � � • � � � ��
If Y� are Filing ru a Go-permitee, I Ne There Ex�stin� ❑ is the Fadiiy RequFed io Submis �
En�r Starm Wste� t'aen�ral Permi� Number; I , � . . � � � , } Ou�nCtaDve D8ta7 (Y or hi) Ahortiforlrlp datd. (1. 2. d 3)
SIC Or Dasignated � � t r ' 3�d: G i i � i 41h: � � � e �
ACtnnry CtrSe: ��^a►Y: � � � � � 2nd:
�: ii'r?11S F�P�Ity IS 81JSBR1b6ti 618 CsfOl!p �
APa�cabon. Enmr G�oup Aa�l�caflon Mum�er: ����
. If You Ka++e P�er �is6ng NPQE5 � e �� � � � � , � � t I
Permiffi. Enmr Permrt Numbers: I � � � � � � , } r � � � �-
, , _ _ . , _ , _ .
IV, AOtlitlonal Irltortnstron Rsquced 1Pt CorL,IIvcti4n Ac�vtoes Orfy
I Pr C:Oi7ip 94ar1
5•�b�ea: �aae: is the 5wrm Water Pdluoon Preventlon Plan �
� Estirrr��e�d Noa fo Ce 1 in ComoAanoe wtf?� Sr�s �r�ur lxa!
]1_� , I.� 1, 1 r I � I Uisu�rbed (in Arses j: � �� ��� S 5�diment and 6os.ion �ar�s7 {Y a H�
V. fi�ban: I o�9rgty unaer penalty c1 taw �at 5�� dowm�nt and 8d a�n� wers prepared under my direction or ac�aarv�rion in s+xord3nca wiih �.
,�� SyiO�'1 06iG�n@d b 2sisJ�B $181 GUalifiBd P6rSOflf�Bl G��P'B�IY $a�Bf dnd 6vai.?�66 @1B InIMm3tiW1 6Ubmk�YBd. $a.6d Fri 1Tr� h�quiry 61 1V70 p9r50�1 or p9tsAlli WhQ
r,waQe 8�e system, ar �ioce Peisor� dirac�ly responsih:� lor ��+e inlurn�aoon, � ir�arcNtio� wtxna�ed i�. b� besl al myI�o�d�a and fleiat, �.
am,ram, xno romp��e. 1 am awrare to�a� �are are spnif�nt penaloas lor subnti�rsQ �se irdorma6on, indudin� !he possiDility af Bne arid imprisonrrt�nt tor
I knowinp viotaaxa�.
Print t,l�na: �:
. 6 � � ��� � i�
� i i � �� i i i i� � ��� � i � i i i i � � i i i i ��
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�T104XQ:
�PA fOri� 35�hb [692]
i ., ._
.�: ,
Inaaructlons • EPl, Forrn ]StD�E
kaHai OI lnl�rtt (TIOI} fw Srorm Wrter blcha�ps� lsaoel�ed Wkh Intluatrlal AcalvtrY
Tc �a Gow¢sd Undor T1fe Nf�S GorKral Psm+k
+rYho Muil Fl�a d ilolloa Of Irrt�nf (FiSyf� �am
F�dsrd !sr �t sQ CFR PuS t?2 pevhib�tt pomt �.ourw diunupe� of shxm warr
a.zua�e �ri1e, :du�v'r,l ec4rity m i�r eody(ie�} 01 v,a U.s. .rre�a,t r He6or�
Poiu�wl Dkd+rpo E}imantion Sritur+i (kPpES1 D�++! T?w oP�+vf � i�du�trias
ecwny hal �ea eu�h e�tortn r.��a d�ac�lLvqs mw! wMwt � HOI to ab�n ¢ovorrpo
Uflbi� ��g SblRI �� �iii1G� p7I�111L Y jiON I1t'/Q CURIOR �COUi ��M1F1/f
�wu rsid a pr.mit undrr !r NPOES SitrTn 1i+■tr.r praq+.rR or M yae nr.d Yrlonnapan
ea b aho4'w o porocW�r yopram ia aamnat�rcd by EPA a a�hnta aporxy, eonC�ct
Bn Sbrm W�fiv Molfrr at �747} l25�671
rroas tee�iaea v+at mrrt wlmit rt+onre�:x+q e�e� {c.p., nn�ee Zj w• Sscricn 3fa
EPCRA l�tilltYea: P��Y rtw�l 'nW�trwa� lusd di�poed urutrJlrcinv�relBlF�. �md
tr�tr*�ant f�dA6r.a: 4aYba� c.i4� mal pla runafF. vid. 6�tt�ry roWh�at
LisL in dacsr6rp ard�r af �dni6r�noo, uP q�r i-diqi.l ■�sd�rd 'vdustrirl
d�aandtuon (S7C) esydsa 4ia[ ba+t boso�i6� 1M DnncRd Wod+t'y a savwra prwida�
st �r lmlitr or dti id�tlM1�d in �aclfon 11 Of fti� appl#rxtfon.
For a,aufaul acwies. e•Ilncd ln co CFR �zz26tb�Iti,)f4�19 �� ao r�ar r�vo 5+C
rnao. e,at wwrr�.y ewc;to eyo w�vd vroaucv proauo� ar e�nc.a orw�daa. c,�
Mlbwinp 2tl+�neo6r cvde� u� m bs us�f:
Yui�o� Te �Ifa k01 Fwn9
Naa mus! eo e�+a fc bw ro�bwinp .ay.e.:
seorm wr,er Hoboe or kntsM
Pp $ax 7215
Hw'upoon, YA 22T22
GaeripYrtl.ig TM Fwrw
You muft typo or peint ++a�rep upp�•aaa tattera. in ce �npnopnatn ar�� arNr. Ptease
p�noo �ah etiamor tr�trwon t+� msrxi Aptrsv,ue �i necru,ary m aceY mtrn ms
numbar o� clrveycura �Ibw� far earh i�ern. Uw ona spaca for br�cs yen�.earti r,brda,
�ut nat lor pur��m rrnrxi �nbas Cwy �s nesaed In dnriy rour rasoorue. II you
haw n+ry quQ+aonc an vws krrt� aY To Sbrm Wator Flatl�no �t {703j 627-a&23.
Ystqoai 1 Preiltryr Op�+�tor Inlum�etbn
Giva eio Ispal nc�ma af �sa por+oti ►KnL PvbFicc ar�nmeon or vry atha sn�ty �+at
opa�t� 9it f�dlity or eito tlespiDea in 7na �pplicioon, TM nama oi Ihe ppsrenr may
w rtay rot Ifr vr aartw aa Iko nen+� ol Ov hd6ry. 7T� rospanibb pmry i� Iha lapel
�nory tP+at eanods 4n �olity'a o�nar� rnp� tf�en IM v�n! or �at� mofuqsr. Do nat
use � mtloqwrJ rr-u�. �nta tr+o compe¢o roorv.a �v+tl te+iproro numcw of �
oparamr.
EntMr p�n apprepri��o 1�Gor m indiaC� �.i Iryd �a�s al 7se aperamr al the !sciiity.
F a Fedsrd N. puLiie (othor 4nn lodera! or emte}
S e Siila P. Pf�to
@r.zHa� fi F�elitYiBlio Lx�lfan Inlortn�tlon
En�r Iho 6edLty': or �w'a oii�ev or Ispal reurn ard aomdelo sveo! atldro�q ihduEinp
Cllr� �Fi�L efld%1P C9W. M B�a IGtIGlr Or ili6 �if*i i �VWI �tlClr�fll. 1�5dC�� 0!! i�il.
1Tn Yoti6icie ard Ionpimda ol 1Pn �dity 0.� ff+o ncunt 15 r.�Wnd4 a Iha querter,
�seoat bMnehiP. ud nrp� {� O�a rrorwi Quan�s ascem} af 11+e aqxaxima[a aonw
o� ew sitR
M+d�icpt� whrtfxa 6+� fapdi{y is loc�tad on InE�nn ItnCp.
S�lon �I �m Aalvhy Inlo�metlon
M B� �brm,�lsa dechvpaa m■�n,rria�l r�p�arsm aL+rm ►a.a.t ryasrm (NS4}..nw
9+e nernc o1 6�a oGa�amr qf r�a kl5i (e.¢. mumdpa&ry r�nra. munry nu+wrj �d V?a
r�c�w�Q watv ol n. diararQa hom v5o IdS+. �A WS4 u d�fined e� � oornvyv�cs
or ryaisen a[ wrwcyrrnoor Cu+dufltnp roatlu Rnm d,sirnpa rya�, munK9pal rtre�h,
m� tr�v�a wrb4 O�tixs. Qi1cAv�, mar�mod.i C►�rv�� or a�n drairn) Ihal ia
ar�d w opwate� by a coua, ary, evar� b�orauq�, sounty, PanYt, d�tr�ct aasfloaCon,
ar a6+� puWit � wver u dnpnad w ue�d loi collacarp or m�vvjri+q svirm wa�er.J
n 6ra �ry dLdurp�a amm+ x� drrt9Y d �sc.emrq vatrryaj. �r�r pn hon� o! �a
�re�vrip tr.V�r.
11 yau w 11fa�Q es � w-p..-m�idw md a a�rm rv�r �anl p6mit numLw hat bean
laeu�� rntsr R+�.t rwtr'C.r in � �p�oa prpvi�d,
hd�b +�I+�f1rr or rot tPv o�w+sr o� nv�mr o! g�n aa'lay t+a� e�etirq quinolrtvo
datl prii �r�rsa�ae 9is efwfctrx�sea and cnrcaiv�mn af pnUwnp n wrm rw�cr
�
lnCKalo a�er �v 1r.siiry la r�qui� D avEn+it misnleoeinq eSute dy sr�Grinp aro oi Iha
tudA�rla�
1. i�'ot r�quirid lo �ubTit moriLrinp bnn:
2 a FiiquF�d b eubrttit trorwmrirq da�;
3 o tvt�t rsq�++�d � ayhmil moniorx+p da�; eu0mmrq oe�7lkatbn br moriDxinp
�ndwon
FiZ
�
SE
m
CO
. Wsxudou� r�sto tr�am�n� am�r.9e. or ai�, a�al hoEi9aa ircludrq C�oa C�a1
sn opara6np udar irro�im a�i or � p�m�t undFr whtftk G al FiGql� �ip
c� ,a.�c �b}�+.xN11;
� l.�nd�ill� I�nd �ppRanon aitra, v+d oAx damp� ttvet reco�ve or hara rcc�v�d
4rry hCwtrid *asm�, irw�utliny 9'�aes IIut tr� wbrez ua iaqu3anon unoar
wbetfe D a� RCfiA 140 GFA 5?226 (bj{14}{v)j;
. 5unm d�tC�C poww pr+»ra0nq Fadli4ma. iridu�++p ca�l h�r�ry �l�a �<0 GFR
,� tbx��xw»:
. 7rsavn�nt w�n�a trvatinq oomaeec awrrqa or ary aG'�mr Kr,qpa aludp. W
westw�reta trseanent 4owcs or �r�tsm, uaFO �n c+a smerpo. vraar�sni
rsryciir,p, �nd rs�rr�oan ni �n�,pai or dor�asoe s�smpe (� GFR �7Z26
fhj(sty{i�j]: ar,
. Gensvucson ac.�ises ,�0 GFR 122.26 �b1f'+)1Y11•
H tho hdhry Wa1sd in SK�oon ll na� parvapmsd �n Pvt 1 al an �ppovw �mrm rr�ir
prvuo �aP��aaan ara a Qoup numDa has �an awqra4. �nior 4+� ymua �aWiunan
nurrrier af SM �peu* Drohdad,
If 4+ere �re o4x.� NPOES pemi� presantly iawsC Iw ths hcdiy ar ai�s Gi[ed in Saeoon
II, lyt �a pamut rrimbari II ari eppliwoon la C�a �cp�y h�s ba�n �uErcunsd but ro
pamut numCw haa Earn seeipnad, ontar 7ie �pplieation n�mber.
S�cMo� N Addl�lonal InMmr�tlo� Rrqulnd lor Cansln+ctlon Aetivkfao Onl�
Cana:ue3on ��viu�i muat canplero Seeaon N in �Cdivan ��ens !�rouqi tll.
ONy a�nswc.mn ectivPtio� nssd m mmpfas Ssemn N.
Entr.r sio prqact :�rt dam �nd tfw osomald camdaoon oato lor p�a arroro
awnlovn,snt p�an.
Prwdo an oadmat� ol pn ��I numb�+ of rcroi of p+o afa on w+acn aal wiY Da
dumrbstl jround m Bti �wlost aroj.
Indicxm vhuther !M tIDnn r+etwr pollueon prwr�nooR p�an bri4+� i�tdk �ri eaR+p�ianev
wiCti �aprwa) tnte vtiilar ]awI tsdment vd eruan pun�. yerini�, or imrm w�tr.r
r+a�nap�mrns psnnw .
Ssaloa Y Cortlltc�lan
Fecfe�rl aeeaeloa P+wido ior �var� Dor+a�ara hx wem�mnQ laise r+toen+abon on pvs
aDdKxDan lortr� FsCr�! rcpuLaLpna esquM� piu Rpplieaopn n bo apn�d aa IOBpw�:
Fa� � aarparanan: br a mpareibtm eorPon[e of6co�. ue+�ch morr�n: n prr�+6ant
wvo�ry, a�awu.�r. a vnc-paa�dsm ot 7*a car�oranvn m clnrpa of ■ pnrc�od
bueirbat furc9ert or arry oCrr psiwn �urra palomv arcti��r DdieY er dcaaan makmp
wncr,orn. a rn) en rmrrpsr ol ono w rt�ro rn�nuheunnq . veo�uc�m. or opar�n^0
iadlinx empbrn0 rror� tltien 250 p�raana a h�nrq qrosa unus! sak� ar paa�d�n+rss
�xoeedinp S25 enill'�on (n ieaond�yuertw 1980 ddinn). il au7�onty so �qn docymanu
i�u E�n aas�qn�d a d�ud So 5tia mn+�aqer in axo�� � oorparm
Amwtlurr+:
F� � A�++�+�+or wle proprisnrelrp: bl' a�r�rr�l parv�br nr 5x propep�pr, a
Fa � mvrc�prJ�: s�m, Fr.�Rvel ar oN�rr puh6e lrc3y: by attNr � yrircipal �a�6va
afP�orY x �niar�p slreaid of�dal.
Pc�x�fi( Ri�1+C1iGf1 A!Y Wp�tO�
Pubfe r.portinQ 6urden fcr 9� eDV��flon ia sa�n�e�0 m�reapo 6.5 houn pv
�PPi+n�oR �d��p �+e lor r�rir-�i�p 3ruWCSbru, is�tl+�nq nit0rq dae a9Wcw,
40� ��+�'o�v li+o � rr-��, and a�rw�qlhe v+tl rw+�awnp 5� ea6ec�on
ol nlormaUoiL S�r+d mrtrr�erbl r� 1Rr �urds++ eahmalr, sny DOw �xy�cl v� 6+0
mLae�on ol i�krrtatioR or wp{�coru br inpeyvr�q qza lom� ir�elud^0 n^Y
wpQr.atioes �f.eh rt� i+ovafo a e�a6 �ia Lur�ian b: Ch.f. NIIrrt,�Lan Pohry
Bnndl PY-?23 U.S. Erxr�vnrr�l Pro�t'Da�+ AQux,y. a01 M Srai SW,
VYt�e� DC 2Ds6C, M dit�eor, Dh7aa M k+klr�0on v+6 R�quVamry Affain, QRcai
al �t ond &edp�l Wneh�� DC 20'571.
., i
�� - �� � �� ;�� � ,� �� i �•����
- S�c���r�� A� �� & �
. . (� n i�s '� � 3�
�asemen� �ocuments and �ermits
:�
�
l` �� �' � ,i `� �1
�ec�l��� A� �, & �
���� 1
�asement Documenfis and Railroad Permifis
� `.
25. The waiver by Licensar of #he breac� af any �ravisian herein by Licensee shall in
no way impair tE�e rigt�t of Licensor to en#orce khat provisi�n for ar�y s�bsequent �reach
ihereof.
2C. No#withstandir�g any other provisions af thi� �icense, �icensee shall comply with
ai! st�tt�tes, ordinancesr, rules, rEguEations, orders and decisions issi�ed by ar�y federal,
state or loca� governmental body ar ag�ncy established thereby reJating to Licensee's
use of Licenso�s premises hereunder. �
27. T�11S IfC�i1Sf' 15 �1Vt?fi by Licensvr and accepted by Licensee �por� the express
condition that the same may be terminat�d at any time �y either party upan thirty (30)
days' notice in w�iting to 6e served upon the o#her party, stating therein #he date that
such #erminafion shali take place, and tF�at upon the termination of #his license in this ar
any other manner herei� �rovid�d, Licensee, upon clemand of Licensar, st�all aba�don
the use o# the pfPE I.INE and remove the same and restore the rail corridor of Licensor,
as near as possihie, to the same condition ir� whic[� 9t was priar ta the placing af tt�e
PIPE L,1NE ther��nder. �n case Licensee shali faii to �estore �icenso�'s raii corridar
within Thirty (30) days after the effective �ate of terminatior�, Licensor may proceed wit�
such work at the expens� af Licensee. No terminatiort hereof shall release Licensee
from any lia�ifity or obligatian hereurcder, wF�et�er of ind�mnity ar oti�erwise, resulting
fram a�y acts, omissions ar �vents f�appening priar to the date the P��'E LiN� is
remo�ed and the rail corridor of Licensor restored as above provided.
28. Tt�is License is the fuH and camplete agreernen# between Gicensor and Licensee
with respect ta a11 matters relating ta licens� a� tHe Premises, and s�persedes a�y and
al! oth�r agreemer�ts b�#ween th� parti�s Fiereto relating #o license an the Premises.
�
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_ �cF�....-�ra�v�g�e�� �., ..,�:,,., �$��a�—�� rthcrn n,nr
��
VI�bEREa�, t�e parties have executed this agreement in dupiicate khe day artd year first
abo�e writte�.
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� GOfl�1P�NY .
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�t�� � � ��. ,��-�/ _ _ ,
C!'TY O� �{]FiT V���i°b
� 1000 ihrockmortor�
Fart Wort , ` 761 2
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�RACKlNG N�• �U-�5 f r�
f - �XH � � I i ��A �,
l,�W., ATTACNED i'a CONTRACT BET�EE�I
f T�I� BUR� I NGi��N NORT��RN AND S,4N�A F� RA I LWAY COM�ANY
ar�o
. CITY OF� FORT W�RTH
� -
�
� ��ORr wDRTH, TEXaS 2 SEC�IOr�: _ � _ V- �_
, SCA�,E: 1 IN.=700 FT. � TOWHSN�P: _.. MA� _
T�XAS_ _ DIV. RA{�G�: - PARC�L -
: � �o�� WORTH SIJBD[V. �.5. �
QAT� 09/27/2000
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1�P 341.60 �
� ,� '��` � � � ES 1�036 '80 ��i,j n
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� � S�t� D�5CR1PTI0�! OF PIPELItVE �
� �� � � � � p�� t r�� sN4w�r sa�o �
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I� CARR(ER CAS[�!G CARRIER CASING
- PCPE PiP� P1PE P1P�
.� S1Z�: �.. __�4 f� LENGTH ON €�/Y0: 1 9 3, 1 Z 3`--
.�� CO�JTENTS: WA7 R YdORK ING PRES5iJRE: GRAV I�Y
PIPf MAT�RIA�: R� STEEL $�1RY: BASE/RAIL 70 i0P OF CASING i2.6'
I� SPEC I� 1CA� [ON / GRAQE: �" �� �RO-� BURY: NATURAL GROUNO �• 7-�-,�
i�ALL TH[CKNESS: 1. 7 " 0, 73_9 ' B�lRY: ROAQV�AY D[TCHES _ 7. ��
'� COAT I i�G' ___�_ � A�- - CATHQD I C PRq��CT I ON -
�N
''rNTS ;�UI�BER - S I ZE - HE I GHT OF VENS AB�VE GROIJND
��A.- �l(3T�: CASING Td 8E JACKEO �R DRY -BORE� 4NLY
� AT FORT WORTH
� COUNTY OF TARRANT
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STATE OF TX ^ .. KLc
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Uf�10[V ��CI�iC ��I�R��� ��I�lV�RNY
Real Estate Department
R. D. llhrich
1 �., Ass�stant Vice President
J. A. Anthony
Director-Contracts
p. D. 6rown
Director-Real �state
M. W. Casey
Gerteral i}irector-Special PropeRies
J. P, Gade
pireetor-Facility Management
'�o t�e Contr�ctor:
UMIOH';
IPAGIFI� ';I
� � �� �,� �
1800 Farnam Streei
Omaha, Nebraska 56162
Fax: (402j 997-36Q1
S�t�� 19, 206U
Fol�e� No: 191a59
J. L.liawkins
�irector-Operations Suppart
M. E. Heenan
Director-Administration & Budgets
D. H. Lightwine
Director-Real Estate
1: K. Love
�irector-Real Estate
�efore �he Railraad Comp�y � p�it �+ou to g�orr� war1� on it� r�i�ht of �ay fvr the
instal�atio� of pipeline �ossing for FI'. �l�R'I�, GTPY OF, it �►ill �� necessary to car�lete the
�aclos� Co�ira�to�'s Ri�t of E�t�y Agree��t as follows:
1. Fili ia the �o�l�e l�ga1 �e of �e oo�f ia si�� sp� p�ovided o� Pag� I of �a�
CaHtractof's Right af EHtry Agr��t. Ii � co�ration, �ive �� state of iaco�a�ation. If �
��me�shiP, �iv� �e �am� of �1 pa�s. �
�. Fill i� t�e daf,� co�c�ioa will begi�r �d ��ompl�d irt A�cl� VI, Paragx� A.
3. Fill in �� �ae of #�� corr�r�or ia �� s�a� provided i� �� si��� bincl� at �e end af the
Cantrae�r's �i�t of �ey �r�. If �e oo�pea�tar is � c�rrpmratio8, t�� �a si�sin�
o� iL� ir�half �.st be � ei�fl oo�v� offic,�.
4. �d� �11 �i�s of �e Cor��ea�toe's �t of Eatey 1�gxeeffi�t, tog�e�e �►iti� you� C�fiieate
of �sae�sce, i�tifyir�� ]�olde� �,T�. �1�-�9, as g�i�e� i8 F�idit B-1, i� t3�e atta�h�d self-
add��i e.���Io��.
5. ��k, �it� i��lr� l�o. I910n59 �►r�itten on �e %ogt, ma�e p�yable to t�e Utaion Pacific
�a�road Co�aay ia the a�ust af ��]P3D� I�L3I�.�S (�Q�.Qfl). If ya� �equi.�e
fo�.1 billing, You may 6o�si�� this Zetter as � fo�raai 6�11. Ird c�a�gliaac� with t�e Inte�l
�ev�e S�r+vice`s �ew golicy regafdin� �heir Form 1�39, I�e�ify �r�t 94bQ�13�3 is the
�ro� �affipa�ay's carr�t F�� T°axgayer ld�atifiication Pdu�� and �at Unio� Pa 'c�f'ic
Rai�m�d Ca��y is dai� b�sur�s �s a�n��ation.
UHd�e F.�ibit �-1 af t�� �mclos� Co��or's Rig�t af Eutry Age�ment, you �re Y�i�� to
�fo�ee R�ilroad Pr�ot�ctive Li�bility ���a� (RPi.I) far �� dtu�atian of this project. Ia additiaa to
yo� C�� af I�su�a�r�e fo�an, yvu will n� to p�ovide aa Ir��nra.t�c.e Binder, or an origir�al of the
�li�.y, t$$t d�i.� t�ae s�cific �LI �v��. . _
�is a servic� �n you, U�ion Pa�ifi� is nnakin� L�is �o��age availabl� to you at the Pat� s�e�ifi�d
on the �� �s�ce Apglicatina Form. You sre aot req�,ired w p�cdxase #his cov�eage from the
R�iIYo� a� ace escourag�ti ta shop the �aeke� fo� �� best ava�iable r�te. �f ya� dec��e, hawever,
I `,...
,
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�
Argic]e IIL TERI'�� �D C4F,TD�'ITO�T� CO�iT'T.AYA�D II� �XH�ITS B�.�D Bnl.
The t� �nd canditions cantainec� ia E�chibits B and B�1, hereto attached, are hereby
made a p� of this Agr�ment.
A�icl� I�. �D�%�'I"RATI� I�.
APPfic�t s1�aI1 �ay to th� R�il�o� ��UI�� �OI.I,�I2� (�500.00) �s
Y�bu�semen# for �leric�l, acimin;strative an� haat3lirig �� i� �azu��tion with th� �Pocessing
of this A��ent.
�#irle �. � �EN�� �'� �E �UI� �� C��GiOR;
�.�0�� ���s��j�.
ih� Contractor shall 1�ea� any a�d �1 .costs an� �cpe�s�s associ�ted w�t� a.�y wark
perform�d by the Con�actor, oP a�y costs or ea�p�ses i��zred by tt�e Railroad rel�ting ta t�is
Agreem�t. All wark �fo�m�d by (doatr�a�tof o� �ai�oad's �fope�y s�ia�l 1�e �effurmed in �
��° satisf�tory to the resp�tiv� lac,� Su�ri�t��nt of �r�sg�rt�tion S�rviir�� of t�ie
�silro�d or i�is suti�oriz� fepr�ve (he�inafte.r tE�e "�ai�eoui Repr��tativ�"}.
Arrti�l� V1L �� �ts I I011�i".
A. 1"� ��at of �ight 1a� �de to Co��to� �ll �o��� oa ,
�n� �orati�� ��il — — - , �l�ss soon�r t�rmi� as �r� provided, o� �t
s�ch tmne as �ont�cta� �a.s coffipleted it� woYk a� �siI�o�'s pro�y, v�hich�ver is �li�.
�o�o� ��s to aa�ify tk�e �ifroad �res�a�e i8 w�iti� ��a it �s �o�pleted its work
on �ailiroad �r�p�ty.
�. This A��m�nt n�a.y �� t�inated �y eattieP parr�y aa t� {10) �ays' wfitten not�ce to
t�e ot�� par�y.
�r��'�. C�TIf�'ICA'�'� �F Il�TSiT�l�d�.
A. B�fope �omffi�n�i�g any work, th� Co��actor wi3l provid� th� R�lro� � a
C�tifiiC,at� id�tif�i�r� �'old�a° Pio. �1��9, iss�� by it5 e�s�rar,� �riei pYovidiz�� the i��,��afl�
cav�e Yequi�ed �ur� ta �'bit �i of t.�is �rcem�t i� ��li�,y wbi�h �o��ns th�
follavFaiag type af eadorseffi�t.
%TI+dIQRT �ACIFIC RAIIdROAA COARPAFdY is �� as �ditiarr�at i�aeed
with respect t� all lia�iliti�s �isiag out af Insur�ed's, as Coatractor, p�fo�ce
...---.-. _._ __._.. -.--. of a8y work on t�e praper�ty of the Rail�aad. _...
B. Cor�cto� �ts i1�t tluis �ment h�ss �cen tho� au�ly rre�vi�vved by its
li7S�P�ce ageirt(s}/#�roker{s) arid that �id �geflt(s�lbrak�(s) h$s 1�� instructed to procu�e�
insu�ce cove�agc �d �n �ndarsem�t as req�ir� h�rein.
J
I 'C
C. All insurance correspon�ence shall be directe� to: Foid�r No. 19�0-59, Union Pacific
Rai3roaci Gompany, Rea1 Estate Degartment, 1800 Farnam Street, Orr�aha, Nebraska 6810�.
�icle � CHOIC,� O�' �ORU�4+T.
i.itigation arisin� out of ar co��cted witi� �is �em�t �y �i� i�stituttd �d
raai�tained i� the cnures of tl�e States of l�e��ska ar� Texxas og,ty, and t�e p�ii�s conse,�t to
jurisdictiaa oveP their p�rson and ov�r the subj�t �tte� af any s�ch Iitigatio�, ir► tha� cou�s,
an�l cansent to se�ice of process issu� by such courts.
II� WITi�ESS'�VI�REOF, t�ie parties h�reto have e�ted t�is Age�ment in dup�ic�t�e
as of the da't� first he�ein writterri.
�nrox ��c�cc ��o� co��
sy
c.a� x��ra�e .
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B�r
Title:
'��Iept��ne:
Faac:
(Cqr�tor N�)
V�II.Ii�s X� E I20F 94a741
Fas� A�o�d, AVP-Iaw
�`
�rr B To cv�ero�+s ���r° o� � ���r�r
s�� i. xo�rrc� oF co��arc�� o� wo�x -�.c�xG.
, T� c� �s � natify tJ� Railraed R�.�.::,.�Id: �o �# l� 48 � ia s� oi ���b w� �d �!t �
�S�'��v�of��of�'wnuicYrY�e��w$��}►�ar��b��it�?� f�tai�agr�,
� at�l b� ���iat�o �y�#�at �y ��� (sa� aa, T� aa� � m, � c��ne T�am) vr�l ss� ta wi��.► feet c,f ��r]�
� Upa��a��arhne+tjc��RaZz�dR.�k.W,���v�d.����CAm������p���
� tiz� �� � a�p�� �5' �1 �.h J�:��► �.: � s�y m�r�, If'�y flagi� � a� � r.,,..Cs� �,: a� s�iy� ��
� � �ilmad, � � vv,� ts� �,�vide� �t � � wit� � " f� i�the �ard, � �' � r �
' � t� ��1 aat � r�li� of ffiy of i�a �� a� � aet fQai� �.
5�oa �. NC} IIv ir.�u��.xr.��'CL W�TH RA�I�OA17;�.(��
Ido v�s� �r C.a� �l c� �ag► � v� � co� � �,��m �. � oft� �, �'
� fs�iliia� of t� Rilroad �s �, li� ae o�a, ��1 Y P� �r8 �uis er
� � �d i+n �
by t�e Rs�d R.�...;�4�,:.�. Not�g s�ll be �e ��� b� c�a�e 1� ffi� �� srry► � t�'e�,� ia �r �� t�
sffifety �o£ Whm aot ia �e, Ca�o�s r�a,r�► ��s �11u� i�t a� Ie� S� fs� fi� �-� �aed� � t�
� t� � ir� so v�hic�alae � of�� tr�� r�t �t � o�a�� �.
S�a� 3. MEtHANI�`� 7�T5.
`l� ��I � i� f�l � p� e.�o ��a 3�bmir �e ��+��e1s fc� t� w�c t� b� P� �' ��
Caa�st�tioe �Oiail �t cx�, pamrt ae �ffiy�� � �pt.� �. ��r� �� � � � � � � �,�
af t� � f� r�ry a+� v�na�c p�aed. 'I� Cc�c� s�l � ao�d � �1 3� � � � � �y �d � �,
. rl���cr�o�t'����g►�ray�v�ae��ef�s��s�.1����
�.
.., , a � • �� 31• � � �_. ��Il��c�-
��. �1� O�C C�IC �-S L�kJ► �C � O� � RB�Q�$'S �: � Q�� � 0�41�ZE � }5 O�� �
�������L9�'3Y�ffi��B��Of���O�. ���1��
I��ltned at I-�SOm-33�9193 to �ai�e if � o� �ble ia �ai� � o� ��s p���ises t� � a�d �ry* ti� �a�tae if it ia,
��a � � �i�e, �! �i Ca�a�s �, � � � � � x�# ���� aa�
�
� �). • � s�t� aQ� �ity�a�-s� �A� � Ca� �11 i�ify�od �' t� �ica�! � �� rp�d
�[ �. liebi�t�r t� � :.�1�...W.. (is�i� wit%t I�i� � 60�► 00�,4� �si �) �, o� c�°�' � �e �
cf ffis C.a�a��. i� �, �S �Jac �la�s, � �4 aa � � (1) �Y d� � � � af�*�t -. � �.. � ._— --.. � �
s� � �aad's paa�ty, �dJas =) �+ �j�'te ar de�b a��'� � �3' a� a� �a�'ffiy t�i ��s, .�.:.: ',.�.:�� �►, �Aae
i� �, ag�s �ae �loy�, aa� Ra�s�`s p�ro�aiy. ��31 raai �e ar �� a� R�aa,$ fr,� �r � ar �
of � Eo� �gad la� of p�oi� ��� aa� ia� af � o� ���� d� t� 8�le y ��..�.:�i� �► a� �
�rog�4y oe $� ae � of �vices of ti� fibt� v� c�� a� R�°� �a�ig :
,
S� 5. COMP`I�ANCf? WiIT� I.AWS.
' I��+e�oftl�*��by�����L1��y��A�rp��ds�#Ic�+�t
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ac�a�l s�i► �����. �uF'� R� �� � ,� s�n � fa�a� w� w� i�� a�
� t�eR�7ia�'s �y. ff�y �ib� �3rt}te C� to �ZY � �Y � �, � �-d �. a�l �t 8�n3' � �Y.
co� a� c� ��, �o�d o� c�d � t�e ��d, t� C�e ��ii r�b� ��o�ify t}� � f� ���e.
" , �h', ras� ae c�e, � v.� Ii�nits�c� �+s' f�, eo�t c;oa4s �tl ��s. !`� � �r � in tk�e �t �'�y �
`� �oa, �, na� t�f �in8 �ocnd�d b�' t�e Rs7raa.�, ta �d s� � fi� �f ca�, �rg�, ar � t� tk� ��.
Pa�e i of4 �� B
iTT�TT7FS X$ E IZpE 99Q901
Fcre�x App�nvad, AVP-Iaw
5ec�au 6. SAFEIY IN5TRUCTlONS.
Sa�Hy of pas��, p�u�rty, z�i opr��a�s �ad t�he �blic �s af �� in t� p�n� af t� w� pe� ffi t�
�. ���d���Qf���������tt,�r.�t��s���'��,�
fallar*rin8 spe� �affet�'r�ui�s �hali be SoIlou�:
a). T� C.onixasta� �a�Yl lz�cp t�s job sits free frn� s�fety �d h�s[t� ���s� t�t its �pi� ���
��iy t�si�ed ia �1 safety �d heal� � of t� job. Tlie C.a�ta�r �sll ���t Psd �ii�s �vai#.�je a� ffi�,j�b �e
so thet p�ampt � aid � caa� be gnsvide�d to SaY � t�# �Y � ffil� � t� job s��. ���1 �y �
t��a of�us- � ��g����������►��-.�
t� s� ps�f� p�u Ik� j� si�. � C.a�a-r s�aIl ����#jr ta oaa�l i�s e�l�y�ar ��sg► � cia tb�,jcb s�
a��ry��yaft#�Rsilc+o�dtabec�,t��s��e,tr����o�a������y�°-
�, � �c ar ot�r � � �y i�t t� �e r �,�..�� n�w� bg� � �la�
b). i�e �loye� of the Co�t�r si�slI ��,ably dz�d ta � t�r duties s�6eiy �d � a ma� ��1 ���f'ra�
vvaith � v� h� � &ee lbse o�'ti�eir � �r f� Q�ky � L�gt�x st� �a3�s � � #� �ar t� � � s
t� b€ �. If'f3��-iegged �au� �e v,+o�, � � �atota�s �t � �d t�s P� � � � � � �ad� �
p9ra� work i�oot� �ad at le�# the foI3o�S �ve �
(I ) � � ge� �t � � I�T�13�Z89.I �:evs�a�. It is �d �tred �il � t
� wi�h Coatra�t�s or ��s ca�Y 1pgo ae �.
(2) EY� pmatec�on tmat m� Am� Natia�i St�d fc� o�a�al aod �a�R ��d �e �
Z8�'.1-latc� �siom. Additia�i �e �� t� �� aa€� s�cific jom �+��@ s� ps �l�cn� ga�
��.�
C�) �B�aa��aa���n��t�ogiv��a����c�b�oe�,gae�
job �E�.
6� ��'��a������lb��ro��bie�sls���ia�.lfi�4�
o� of tt�ee R� R�por� s�y of �fs oa �y af i� �.a,�,,�,., �.�.� i� � f��r � ara� �e �'�
il8��n�'�Ya � �� $t � � 0��+ � � �i.� iG� � ,W Y��.iu � � i�� I�� '�
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iw�nTlr�ti,ta � � O�E�S, � � �ljJ� �° ffi� �, �8i4E's � �S. �, i�9l� C�$&�4�r k"� � i�
��eS of V�.r.a.s4�a..n �, i�dipg � � � � f�s � �}►r�lt f3�rml: {8) � t� � d�h Of � �
f� � R.�o�at�'s affic�, � � �� � � e�� ��, � �la�s, a� v� �a �► � �x r�hra
(b) �� aa !� ar d�a�a of p�ty �(��g �a�a's �tY. da�s� t4 t� r�sdbe�, � eq�i�, ��
�ev�y of t� R�, c� gaa�ss.y � it� c� c� �y).
b� A� a �sja�;����r a� � c�iaa �'t�e li� �d �ami�ic�a � �t�, tTo� C.caah� � � � � ��ld
1�1���d��syI.a�sv�ic�his�#���s�����s�iev�Zeor��4v��e���
this �� t�ech of tk� a,� � t�+e fa�� � oh�cvr+� t� �t� e�d ��� os �i' a�av,it,}', �� s� ._
� a� aa P� cis �� oI t�s� �na� �3cvae�€�e, t�ee Ca��s�ll 1�ot ��1'y � R��+a� � t� � i� �
by t�c sol� �i�e af � RAilrc�d
��. 1�,e � s�all m�a w� � ccsir�age is a�y ��ety� i� g�l � oa� ��
t�e t�� of� �i�i
� 8. RE5'i'ORAI`1�I�T OF �ROPER�`Y
�� e� t� R�so� � t�e C� �� do�wa �ay � of tbe �d o� � s�y ��� asr di� �y of t�
��.y of t� �ed in oo�oa� v�h i� vu� to be �d bY Ca�t�, t� 'si �t e�mt � C,a�ras� �, �e sooa � p�'�1�
md ai Co�'s so� �, s�ta� s�h Se�e �d a� psope�y ta t1� ��ditiaon as ti� s� � i� btfn� �dt % v� ��
`' —'i� s�cb otku�t �y v�a m�nv�d oa� di,s�enrbed.
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1� Ca�a6ta� s1�a11 �nt assi�a, sQblet or sr�ioa�z�ct t�s s�, ��y � tku��, ���� a�'tlr� R�
a�d �ny � to �o �ssign, saablet ar � tv,"i�ho�t tk� �iti� � nf tl� �d s�l b� wi�.. If't� R�lr�osd givFs t�s C.a�a�4�
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PL X 940�a6
Form Agproved, AVP-Law
�
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FoIder No: 19 i 0�59
����1��° ������
--- - AG�Ell+�YEN'I'
Mile Pask 246.95, FL Wor�h Subdi�isi,an
La�ation: Ft �iVorth, Tarrant Cour�ty, 'Y'e�s
����� �
�A[JDI�' _ _. _
THI3 AGxEEMEI�rr is r�de � ent�ered into �s o£ Sept�mb�e �9, 2oDa, by �d �eecvve� i3RrO1�I
PACI�TC �LROAi? CU1�Y�AtiiY, a Del�ware carpora�ion (lacrein�r thc "Lic,ensa�'�, az�d �.
VVORTH, QTY OF, a Texas muaicipal corporation, w�ose adc�ress is 1400�ra�lanor�, F� �iorth,
Te� i61 Q2"(hereina-fter th� "Licensee'�.
I I IS 1V�LITUAI.bY AGR�ED BY A1�D B�T��II� Ti� PA�'�� I3�I�'I�'O AS
�4LLO�S:.
�i�i�; L LIC�1�T� �
Upan �cutios of #�is Agr�em�at, tI�e Liceas� sHall pay to t�c Lice�asor a one�ti�e �ice�se f�e of
�o �oU��a s�v��v xu�r��n ���� �oz� �s�,9�s.o�}.
�;� �. L�c��so� G�s ��r.
In �sideratian of tlxe idi� Fee to be p�i� l�y t1a� Li� aud in � ca�sid�ation af t�e
cav�ts a�d a� 1�in � to I�r,� by � Li� �a�t, obs�rv� ar�.d �forffi�d, �he
Lic�sor &ereby gr�nts tfl the Lic�nssee the xight to c�struct aa�d th�e�, ciuring � ter�n �reof, to
�intaia aad operate cmly a
�
36" water pipeliu� �mssing (herGia�r t� `�i�lit�'�
i� � la�atian shovvn a� ia canfornzity w� ��iimeasio�s a�d s�i��tior� indi� oa t�ae atk�c�
��t d�tod �r 1, 2000, marrk,ed E�ibrt A. [�nd�° �0 6ir��s sf�ll I.i�s� �w�ify 1� �
of t� Pigeline for a�ur� ot�er t}� t�e �ave�n�ti�, �nd � Pi�� sh�ll � b� � for a�y
o�hep �, wh��x sv� � is �rre�tiy t�olagic�iIy �ssib�, ar w��r' su�ch �� m�y �a�e inta
ex�st�ce t�ring t�e life of t�is A�t.
Ar4a� III. COPTS�RUC�'IOF3, NIAIl ]�i�i'A1�G� � OP�A'I iOI�T
.� �e �ra�t of right �erein ma�e ta tb� Li� is su�rj�ct to ��d all of � terim�s, pfov�sias�s,
�itia�s, limitatioQs a�d r,ovvca�nts set farth he.�i�, a�d i� �ib�t �, 3�rEta atta�h�.
�
�� Articie �v. IF WOR� I5 TO BE PERF4RlYIED SY CONTRACTOR.
I� a contiactar is to do any of the work performe:d on the Pipeline (including iu�itial. const�uction and
subsequent z�elacation or subs�t�tial mainte�ce and repair woric}, then the Licensee shall require its
cQntractar to execute the Railraad's £nrm Cantrra�cto�'s Right of Eutry Agreement. Licensee acknawledges
receip# of a cnpy of the Contractor's Right af Eutry Agreemennt a�d understanding of its terms, provisians,
and r�irements, and will inform i#s c.c�ntracto� af the need to execute the Agreemen� Under ao
cir�urrfstances wiil Li�n�.sea's cantra�ctor 1�e allow� onto Licensor's pre�nises without firsi executing �e
Contracto�s Right of Entry Agreernen�
Areticle �T. INSURAI�TCE.
A. 'Ihe Li�ensee, at its expense, sh�Il abtain tiic in���ce des�tsbed is Exlubit B-1, hereto
attached. Th� Li�ensee will aiso pmvide to t� Lice�sor a C�r�Eicate of Ir�sur�e, ident�� �'alder� Na.
191a-�4, issa� by its insurance carrieP confirmsng the existence af such ins�rance a� t�t �Ze pali�y or
pali��es cantain th� fol�owing endorsemen�: �.
UNI�N PACIFIC RAILROAD COIiriPANY is �� as an additia�l iasur�ed wit�
r�sp�ct ta all liabilities arising out of ��stcnce, �se or aey work perforn� on or
a�so�iat� with the pig�lin� crassing I�cated an R�ilro� rig1�t of way at A�iil� Post �46.95
at or �r Ft Worth, �arrant CouaLy, T°exas.
B. If t� �ic�see nr�n�d in #�s Agr�t is a public �tiiy sub��t to �Y aPPlicable
statatory tori iaws, � li�tuts of ia� described � Ex�ibi� �1 s�l be �e li�its tf� Lic�s�e t� k�as
in �ffece oP wl�ich is r�q�ir�d bY apQlic.�,1d1� cL�rr�t oY su€�seque�t �w, whi�,�+er i� gr�at�r, a por�os of
which may � s�eIIf-insiar�d �wi�i the co�s�S and a�praval af#�€ Lic�r
C, All i�sur�c� ca� sI�I � dir�tc� w: Fnld�r N'o. 191Dm59, i�inioa Paci�c
��ompa�y, R�eal �state l�a�s�t, 1800 �'a� S�t, Oarna�, FdE 681D�.
�el� �. �RR�.
i�is Ag��t s�l ta� effect as of th� d� first het�eia w�itiea a�d shall cor�ue in �ull fnrce
� effect u�til t�ra��ted as h�c�in provid�. r
�fia�le �IY. �PECI�. PR�diSYOI�S � r1U1V�
,-. IN WITNESS WHEREOF, the parties hereto have cause� #his Agre�rxent to be executed as ofthe
daate first herein vvritten.
u�o� pAc�c �x,�o� cor��
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PiX98U112.
Faxn Appuvtissd, AVP-Lmw
, �
Section l. i Tt�_A_'�ON AND 5C7BOF�qINATIQN OF A�.GH�S �R��37•
a) �e ioregoing c,�ust of right is svbjset ��or�ins�#a to fh� prio� � eat�tnuiae� tig�it � oblig�lion oi ti�
-�:.�xisor •.n ���uat�.*� its entire PI'�F��Y ��'-�3 ��� � PQwer of ths� L�cen�ar in, cor�t�t, .m�ntc�r�, rep��
renevrr. uae, o�rate, ci�ge, modiiy ar reloeate �i]�oc�d �� �ig�l, �omffi�ic�r� i�r optics, o� at�r s�ite�ns�,
pipelQs�s � att�� facilfties uparb c�icang or ccros� �y cac � Q�tt� oE i1� ��pertl►� cl� gr �rsy o# grhich may ba ireeIy �o�rs
a3 cuiy time o� i�tnes by tiLe Iaceryao� without liability to i�a �ice�s� o� to �y other �tjr iar compe�satian or� dmna�es.
h) °I�ie ioregaing grcmt i� a�o $�jeci tc �ll o��x�in+g s�� �i�hts {ia�� ��e ir� favar oi lieenae�s arsd
lesseas ot tks� I�er�ar's pPop�rty, �d other�) �d 1I7e right of t19e Lace�wo� ta re�w � e�er� t�e s�e, � ia m�de
withot�# �o�►e�k of title c�z fa� �ei enjoymer�t. .
: .. �� ► �y: � � � :-l►���� �. ► �! _-: �1� � ' �iG_: Y ! �
e} 'I�se �fp�lirfe ��1 b�a cor�tru�teci, op�rate� �n�. sepmt�, �+e�we� ui�ifi� �ddor recar�trt�te� bgr
ihe I.��er�s� ��t�t c9o�armiiy witki Clnior� Pa�ic Rc�lx�oaod �'o. �o�mon �t� �p�ifi�atioa 1Q�9 �dopie�i Nav�mb�ar
1$4�, ¢�si all �oer� tt�s+e�f a�d asupplemer� t�aYe#e. R►�s � tis� refesers�e i� 1�re� m�de r� pcei h�r$a� e$cept
c� m�r b� �odi�d � appraved � t�� [�censar'� V'�e �residant-�s�gir�arr�g �rvnices. ��s ev�nt susF� $ps�ificatl�n
�9i� iri �i ► re�p�ct with th� � of Qny f�¢ier�L �taie ar m�ig�1. l�w �r r�tfo�t, �tt� rsqLt'�er�enta :Y�
gav�a� on c�l pv� of �ox�cf, �t ia� �31 ot1�aY e�p�ts ttae ��fi��� �11 app�y.
�y} Pe�! wari� �ne� � peo�r�► oi � � as � �i � ���� �d=st�e��, re�. Per��L
mcdi�ti�a ae ���Gcn af t� F�ip�� shs� be � t�a t� �ic�a ai t� �a�sor.
,_ .. ) r�' e t� tk�e �ommer�sr�# �f �y �f� � �e�n �itl► �a ��li+�, �tera��, r�P�, rer�,
�d35�.or�, rsl�tio� rsca�s�on or rem�l �f t3� �i�lias� �lriee� it �s� � !k� � � �+�lc ar
� of il�a Ia�e�, t� �,icat�ea sissxli ��t t� t�e I�� �� �t� ot� th� �aR� ��� �f � t�
�ri� i�b�� tkra �rr� c�d, �. ��y� z� ���t�t t� L�er�o� a�r�ta�, c� s?r� �t �m�eed wYtki
th� worrls�ft �p1�� � �x.�.�.�.�� �r tk� �i� �� ��� �f tk�e �r�� � t�r� t� �ark
s� b� d� t� tk� �i� of t4�e d'see �rre�i�e�t �gd�aria� �err�� �� � autTsr�rri�e� �ap�e�. T�s ��soz
�h� 1� t� ri�tat, it it � ele�ts. t� pra�e ��S sup�r4 aB ft me� �� �es8a�gr feF �rsa �e�r gI it� ��r �c�
� � �� �f ��ls�iorn, rm�tens�e� pep�. rariee.*al, mas��r�, t�Z�r� ��trv�tloa �p ��a�l �f tl3s
�alias�. �1, is tE� ew�t !� � � at�h sta�� t� #��� �S[1 �r t� � Y�r�� witk� %flea� {15) �
cdie� b� � l�a �art reryde� tI�refor. �li e�r�� ir�t�rre� by t�e �e��r ias ��s tkys�ev�vii�, �1� ex�arr�e
�hh�lll �lcide cr�l �f�a�le �on1a.
�1 'I� �e�ee �11�p r�nd �t�.n #h� �il �r f� Fipe1� t�x�la�p ���cts� � � � even v�
tl�a �jc�eer�l su�#� �I t�s g�at�.
+ • . ��� !� � _ ii ;,����� !��„i�+�1�� , ! _: ,
It � e�a��n�y skr�� �xis� r�� ��di,� cttt���.., t� �e� ��l ��� �*rr►ucl� �ti�s �
�.�i�'�.�..r:a q� 1:�:..u:n �:v .�'wraaaay.•n;�+i� .�e.� tiv � e�a �. vn�r.va: �:L�a�.'v:.o, !� :� Te-s:i.va:,� �.�++�i•ie; tei� c ��.�v`�sa` :: ',�!
ten (1L�} �(� �ti oth�° tfxne � t�s L�Cerasee xacay �11��} is� �� �f fk� �roua���# �i �► w+orl� upea p�ertY
of t�a X�er�° ua ev� ari� t1� c�ra�trr�t3aH. ��csc�� re�. t�r�w� m�i�r� ���o�, rel�e��
or remc�vul aF !�e Pi��. All m� wopk aball be �r�ied c�e�r t� c�nspleti��
�,�..,, . , , ��� 7�, t• : : �►r��: �s�; x� 'f-
'T% �err� �11 be� t�a �rr�tir�a e.�st � ��s� �sed it� .y...d.de.lan �itl� t� �t�et'so�. �nterx�r�e.
�ep� �d rers�w� � ca� �� mod.ificat[or� revisi�� relo���, �maroaL or rs����� oi t� �ipe�e. iracltr.3i�
'����
.�r � ail a�er�e w��i may l�e i� by tl�a �er�r ira cor���o� �rec�s`t�i �op �u�r�iar�, ir�p�tion, Qr�9gir�g
or aii�se,wi�e.
g�.�, � t �t'� � a
PI. X 98tl112
Farm A�rove� AVP-Iaw
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a} Thaa �icen�e herein grcmted ss subject tc th� n�ds � rsquirements o� th� I.icen�or in tYse aparaiian of its rmiroad
�xi m fh� aaprr�ement amd u�e af i1s proprerty, mzd tlye Licen�e� sha1L at the aole exp�nse af the l.icer�see, rein[orce ths
Pip�luae, or mo�v+e alI or mzy por�on ot il� Pi�a]in�e to such new Iaca#ion as th�e Iacer�or ma5► designate, whenever, in t}s�
further�ce of its needs �d requirements, the Iacensar sh�31 fix�d such �ction r�ecesa�y or des��le.
b} AlI ihe ter�s, ccndi#ivz� c�ad stipulc�#ons h�erein e�presssd with refera�e io the Pip�lin�e on pmpatty o# the
L,icesaaar iri tkr� l�n hereinbafare describsrl sFzall. �o #a� �s iF� Pipe�a rem� on i�e PT�P�ril', aP�jY' to th� Ap�Ii�sa
as modifiec3. ci�smged oe relocats� wiihin th� coniempkx�o� of 11�n s�tio�,
- �. . ►• i.�rx:_a_�:�+►� ��r�. ,+��► .:;__ !-�:: r:►
�e F�ipeIine and � p�ts lhereof wit�irs � a�tauie af t�a ]amits of ths property of tise Iacen�oP ��aII b�
constr�vcted �usd, at aIl times, m�ntmned repmred. rer�v9sd au� op�rated ixi au�ch aa�n�er � to �e r� ir�terrfeter�ce
whatsasverwitlx t� cor�irmL continuaus �d uaxntem�pted �se oi ti� tracks, proP�rtY�d fczcitities of ih� �,icaruaoe, �d
naths�g sYr�l b� c3or� or suHered la be dora� by tha i.i�en� �E �sy time t�c v�oubd in rmy mamtuar impair th�a safe�y #hereoi.
_ � . - :�::���±ar_ i . � ��: �i: � J� _ ; 'i '���� -
� Fiber opti� �€�I� sy�te�s may b� I�uried on t�sa Ia�en�ar'� ppop�ar�r. �ote��o� �i �a f�p �p� e�1e �tera�
is o# e�streme �npa�e �ira�e �y �reak cowld! di�r�t ser�ice io t�err� �uitirr� i�t �sa�� �ite rr�tfon � las� oi
nevera�s c�sd pr�ofii�. �Cerr�.� shaIl tel,�pi�r3a tir� Iacars�r �# 1-��91�3 i� 2A-l�ur �ar) to d�ier�fr�t� ii �aer �ptt�
cc�ble i� �a�ied �re on ti�e I�er�or's ��e�es t� � u� b�r 1� �ense�. Ii it i�, iacer�e� � tel�e�horr.a t�e
telecomm�ica�ton� eprnpanY(ies) inrx�lved. �e for c��le l�r, ��5�.$@ffi6� �dP 2'B�C�Ol1 OP 0�96i
ptvieet�n of t� �sr opt#c a�le. all at �€csz�ssa'� e.�rr�e. ���mm�ss�� rr�o evorls �a � rr�g�t �f �r �1 aL� et�h
protectior� or r�eioe�tian Ir� b�n �cozn�alf�k�. I�e�ea ��+ds�y s� h�►� t� i.t�err�e �1Q�$ i��t �
c�xssi � ca8�. �it�► �rxi e� wk�oevier i#ar�l�sdi�� �+ilhaut li�ai�ectiot� aitornsyu' is�s, eousi c�t� � e�n�es}
risi� out �f �� ���Y �'Y �Y �arr�s�'� f�tae ta �m�r e�itkr the p�n�c af th� �.�.��. d�i�
�) Ia �or� to o#�.a� irr�s�sx�t� prr,visio� in tix�r� A�r�e��#, t� I�� � i�sr�itj► ���Ci t� �e�
� f� c�d �g�a'i�t ail �ammt�� l��ty � e�.� �r (i�Il��g, witlau�� ��rb ��srsy$' f��, c�4
��t� � �arr�es? �ar��i by t1�e �ligenee �t t� ��a, i� �rr. c�grr� �P e�p�, �s�.tit� f�i (1 }
�Y �e Ea ar dle�tr�on of �y te�o���� �te� a�a i�#�e�r'� �1�t#�'. �(�) �► �► f� o� d�i
�i ar�y person employed � cr on b�i�li of �ny t�1�a�m�on� c�is�xy. �� i�!s �rr�lo�. �e� �1��
eruploye��� o� �r�or'� prop�rrr�r. e�ept �# �t� �t�. iZ�f� � �apar3seg �e �� �olelyr b�► � � �
�g��er� �f ti� Licart��r. �S:er�s� iu�ih�r �grs�� t�t it ��ll r�t t� ar �Is r�o�a �t Li�e�oP fA� €�► �1�
or �cxta.se o! a�rn fv� allege� lc� ai profit�s �r rs�ent� �° 1� of ser�� or oth�r c�aetgt�ntie� c��e io �
ielecom�x�cati�a �c�pc�sy usi� I�icen�or'� pro�r4y o� a cu�to�p o� �eP of aervi�� of ttm fi�ar opti� �s�le cari
Laeen�� p�oP��Y
-- � • _ � .'e �i.! ��� -«\ �� i �a .� � • ��� �_� _��,i � —��
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� T� I�r�e�a � fi.'�' F�r foP �'a�ter� ��� t� � l� ��#a� t�n �r�arfY oi i� Ia�err�oP
� eoa��a� � t� c�h�a�, �r�terx�s. pe�. ��w�], � � �r��r� ef 1� �ip�liar�� �si �ail
ryot }�arii�t o� s�er� �y � a� �eria�zac�'� �a �i �y �d or �tura to % �nfor�e�3 ��t t�a p��n�► fo� �y
w..� h.m�`^.r 'a: 'W°.�^�nY�f i,le fi�.,.�o1,�si 1�r�n�rrr, r�.1. 1i�a 'nd�� � Ar ti���9# ew r•t� �r.vlvrlf r�% !}w� f�or�ns�sa_ `T� T�.�9� �hnfl
in�e�iy srui �ald i�mless t�e �ce�soP ��t �d fecs� �y � � �ie�. �1mar�. �a�� cesta �d e�ar�e� ei
wh�t�o�ea° tsz� � arzyv�►c�armect� wi#h or grovv� o+�t oi ar� wor]s �osa, Fabo�� g�:#o��d. Ar ��ia1$ fiu�kred.
�) T1r� I�ee sh�all p:�omPttY �► op di�ah�ge �II t�es. �s�ges �, a�sessmerxta l�e�vis�i.�crr� in ��t to, oe
on �� 1ir� �ii�. ta prervehk t�a �e from �om� ��e ��ea u�on prop�rty► of tk� Y�i�era�ar. �l so t�t
i�e t�e�, �e� �d ��essa�ent� le�d upoa o� ixz ges�t to � p�o��3y► sla� �t � ia�r�s� �e�se af th�
�ocgtir� � ae �nte�;e of i�e Pipelir�a er cu�►i�rower�e8t, a�pli�e ��e car�ted �ere�+itis �lae�i
��an such pt�o�r#�r, or an acca�i of t�e �ce�ee'� i�tere�t ti�erein, W%epe �u�h i�s, ��ie �r ���ssr�ent �► �t �
��te�'t�d�e oY � to t� Li�e� b�t a�x�! ��el�is� � t� �ea�me�t �t tk� �ro�a�ty af tha I�ee�or, th��
'`"�tie �censse �� to th� �cen�or �nn sc�#tc�le pr+�portian oi �uu� t�� �ete�z� � th� valus of t1� Iacense�'�
P�P��Y �n P���Y cf ti�e I�ce�or � com�s�d v�th tha e�e �lt� of �t�ch pra�r�►.
plxe� Page 2 of 4 Fad.�ibii B
r�x9soiiz
Fams Rppev�va� AVP-Law
- �. • : ��.a r•. • ,��. �: � •`._!���r
In #isa evrant t�e L�censor authorizee #he Iacen�ee io take dowri t�y iaace af ii�e �ace�or o� in c�rsy ��,er ma�v�
or disturb �s�► of tha other pmp�zty oi the Licer�sor ir� co�on with ikr� cars�tru�tion, mmnten+c�cg, rep�r, t�ert�w�l,
mocii�.�ation, recor��tran� raloca�on or zemrrv�l of ttm pig�lins� tk��i i�i t1x�i evBn! the �ensee sl�li, � saon �s pos��ie
cu�d at L�cen�e�'s sale e�nse, restore sta�h fen�ce at�i oth�r propert�r tv the �ne candi�art as the �ne arr�ere irs b�tn�e
such lencs was taken down or such other pmg�rty vv� m� or dist�aYk�d ca�d the Iacensee 9hcxl� irsde�n�iy ��ld
h�nmless the Lacess�or. its officera. agents mnd employe�s, ¢g�t c�ad isar�, c�y �d aal ]zability, Ioss, damage�, cla�iana,
dem�3s, costs �xi e�t�es of whaksoe�r na�tuse. �i� c�urt cQsts �1 at�orneys' ic;as. wi�ici� �aar�r res�t frotn irijusy
to oP deatk� oi par�rss wh�msoever, oe daQnage to or loss ar destr�on of p�aparty w�f.soav�ar, wh�en �u�h inl�ryr, c��t�i
darnage,1o,as a� d�str�taan gro`ws out af or �ises frow ti� taking down of �r fence ar th� rz�oving or distt�rb�e of c�y
other pm�erty of th� I�censo�.
-- � • � �►a� �U1�1�1!
a? As �i ia� thi�=5actior� '�acer�cr' in�cludes ot�ier rmtroad eorn�es u$ir� tha Lfcen�o�'a �P�p�riy► �t �r za�r tk�s
location oi the Y�er�e�'s in�ictllation amd iiLei� of�ee�. �ger�. � a�pl�ayeee: �` �lu�e� I�$, �e. c3��,
demaneis. act�ons, easx�ea of �ciia�. P�nalties. costs. e�d exganses of �p n�t�rse, �Iu�ias� ea �+ 4 eoef� �
r:ttorneys' fees. whieh may raeul! from: a} it�jtuy tr� oY �e�th oi p�racza� e�rnsa�n�r Gir�cl�ciing tl�a. I,iceruao� officer�,
agents, c�d emplayee�. the �ic�nse�� oificers, �genis, � enaplo��, ca� we�3 a� r� vtheY pax�or�: �la� �} �a�e
to ar �oss or des�an �f prop�r�► �s�r �l.�ia� I��n�s�'� property, d�age to the roed�, tr�c1�. s�rrneaf,
o� oth�r prnpariy gf il� I�tcer�so�. a� pi+aps�r in it� c�e ar �t�y}, �
. b) A� � mc�oY i��e�nt c� � eon�ide�tion ei t� li�ex�� ��r�s��s �reirl gr�t�, � Y irer�ea �e�a
to irsder� �d l�ld �less t� Ii�er�ci° fror� �ay �� c�1a f� �� ta sr ari�ens tr��n:
Z.., �e �s�oae�cutxon cf �y► �r� �a�#���1�4� mgr ll�u A�r�aer�t � i� i�t�ti�ar�, ��nstr�r�
�.[�...d.6:�. ne� �+e�v�d, �� re���� �e�at�o�, �� r�r�v�xl �f t� Flpeliaa� �r �
�4 t�e�,� ar
Z. T� pre:e�e. opei+a�orb o� u�e of t� Fi�li�a or cot�tea� es�i�g tk�e�#raa�,
e�cspt to �e e�ni ths�t ti� � i� ��ed �► tk� �o�e a¢�d dir�t ns�lig��e ef tFr� I,�er�or.
.:, �. 3�+U� ;_ il'i• _i►1 1�!► r�,:��Li :_M�► +:H:��+�i�:�r,
' �riar to thr a termi�c��t c�t tlzis Ag�cit hs�vv�avar, il�a Li�r�s� �h�1L � Iicar�s�'� mmAl� ea�s�
rexxx�u� tk�s FI�aL�s fr+� t��e porif�n� �f !he pro�rr�i ► r�t �ie� �rqr � r� �d � o� �c� oi t� �en�or
��� ��t�re. t� t� s�f�c�o� et tha L,i�e�a�, at� �r� of a� �r�per�y ta ����t�i�on �, t�y were
i+n at t�.� time of t� ��on of t�e �ip�lizr�. Ii t� �o� f� t� � t� �. d�,.:�.�, !� �er�r �y d� �u�� ��k
of rs�I �, res�rs at tk�a �t �i e�err�s �#� �. `i'�e Li�e�ar m�y, � it� c�ti��, u�n ���,
cxt ti�a en�e co�t �i e�z�e c►f t� �e�s�. Pa� � g�o�s ai t1�s Pipe�a I�t+�ci �ern�lti its r� �ci
t� ��� ��est�re �I� rao� t� � g�� a roz�Itt� � it w� �t �#F�► � ef tH� c��tr�an �f t� Fip��,
o� it �ay �rmft ihs �er�ea to +� �u� e��k �f rer�a� �1l ro�t��� to tl� s�i�s �f � L�e�� � tkse ea�r�i
ai fh� rem�val �►t� Isce� ef 3h� �+op�► ai t� �ees� �i sf t� r�t��iion �f t� r o�a� �ti pro�rn�► � I�Pein
�raG+%yu+3a�. '��'� �:�a%�Oa ��vi ua ►� aTa -�imaa'a` � �'�iw�-�'r�i� +� a� �'�� � C.°S"j ''J� ��t---�+��t �. i!� T �g2�� ��� ep �
�aour�t tisa�L � � �+emra� � x�esica�on � � � t�s�r� pr�judice � i�npclr €�Y rig�t aE �n ier d�nc�ge�,
oY ot�rwi�e. t�t ih� x�ieer�or m�► i�v� ��t the �enae�.
_ � . � + :_Ui�G s � r + :_�.
T� vv�s �ag►1� �icensaf of t��s breach �f �y �a�iiticurb ��ns�n# ore �geee�aer�t i�ereia� eo�r� to �]rept,
��se� �d �Yfor�ned isy #he �cer�aee sh�ll in rso way iEa� t�e ri�lat ef tk� �acen�or to a�.�'1 ftself �f �y fe�edy for
-�y subs�►�ent b�'eaxc�h t�iereof.
puca� Pa�e 3 �f'� �atlu�st8
P!. X 980f I�.
Faana �mvad, AYP I�s�
: � . ��i ��:_ II_ ��
r�} Ti tha L:cer�sea da�s rz�i u�e the �ighi harain yr�ted o� the Pip$� %r oxss (1) Yaca', or if t� Licensea contizit��
itz ciefault in ti� par#cr�e of mzy covers�t or �ment herein cantaia�d iar a p�riod of thirty (30� day� afte� wPitten
notice from tHe Lieensor to iIze iacer�ssa spa�ifying s�ch deEat�lt k� Eacer�sor may, at its� optiot�. Earthwitix immsdiaieIy
termincxte ti�is �.gr�sxnent b3►written r�otice.
h) in �an tc tk,� p�av��i+or�s of �u�,r�.�c.�,� ��ave. t1r� Ag�s��ent rn�y be termia�te� bg+ �ritten �ti�e �
�r either p�rty heret� to th� c#hsr on cu�y �ta i� �t� �rotice �tat� ra�t Ieu� hav�+e�v+sx. tFs� thuty {30) dc�y�s s�ffi to
ihe daie upon which su�c� notice ahali }�e given.
c) No�se ad dsfa�t �d r�otica cf tertnia�ation �r L� aerv� persoras�y �oa tt�e L,ieen�e� ar �ij► m� ko tia� l�t
knov�m addresa at the Iacer�s�e. Terin�xiian cf t�s Agr�a��nt fcar cml► recr�an ah�ll flat �fs�et �r of th� �iq� oF
oblig�r� o# the pariisg h�ra#a whi� ux�y h� accr�� aP �e�. ate�n�ed or otl�ere�ise. w�cI� rraaay ��eise�, pYsa�
there#a.
= �. �ei: ���17ia11 a �� t� :, :_ ,_ � .F��
TYrs li�erx� s�i rmt � t�is A��e�l, � wFmle oY i� �, or �a r�gl�ts }iareiai g��te� wi�iout �s ve�r'ttea �
corr�a�t �f tHe �e�ar� am�d it i� c�+esc� tls�at �yr �fe� ��sig�er�t or atte�pt� t�fer �ar cxaaignrnent oi t�
Ag'ree�t�3 0� �► c[ tta� righte h�arefn gmnted vvk�+�t�rr �oI�tarry� �'Y opeeat�rs ot i�w, or At��ise� vaiiizout $u�h cos�er�
in writir�, ��il b� �alutely wi� �1, at th� opticn oi ii� L ieer�or, ��11 te�.�te t� 1� r�ffier�t.
_ �.. �� �:-_:,►I� : ►
��bja�t f� ���# S�sc�,on 1�9 �Ye�oi, t� A�s$rment ���idiu� u�on � i�e 1� �e barr�fft tat t�
p�tiess hereto. t%ir F�i�� e�e�u,tor�, admiri�t��, at�ees��r� ��ig�r .
�
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I��e� R�q�►�ts
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di.ffe�¢ fa�l�� ����li�r.
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r�s� �,e��� � t� A�;�..�►� k�s 6c� ��h' � �, �'s i� ��sj►6rx�i�� f s�, � � �
I , ����������L
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T� � �'R�•� � � b9, �ic�se� s�18c�t � �� tQ �l�s� u� c�i�i�k � lir�iil' �f1si -
1i�i�i� ie�6ility u�� � � �i' �. i�e��� �t
'�+e �cqvir� ���� 6ov � ��s �f � A�� � �v€�l� �y Li� s6�1 �t 6� ii� by tlr� ��i �f
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��sixarelexhibit�lcxitbtb-1.exD
1'lfhrsnelnl.�,..s.� �_:_
UiVIOfV ��CEFiC �/�1�ROA� CO�fl��f�Y
Real Estate Department
R. o. ufi��Gn
.• Assistant Vice President
J. A. Anthany
�irector•Cpntracts
b. D. Brown
Direcror-Real Estate
M. W. Casey
General Director-Spetial Properties
J. P. Gade
airector-Faciliry Management
To the Cont�actor:
'iJH10�1 '
�PACIFIC�
����
1800 Farnam Street
Omaha, Nebraska 68102
Fax:(402} 997-3fi01
September �8, �Q�
Falder Iva: 1917-58
J. L. Hawkins
�irettor-dperations Support
M. �. Neenan
pire�tor-Administration & Budgets
d. H. Lightwine
Director-Real Estale
T. K. Lave
Director-Real Estaie
� Befnre the Raileoad Campany caa permit you to perform work aa its right of �+ay for the
installation of pipeIine crossing for FT WORTI�, CITY OF, it will Fie necessary ts� complete the
� � enclose� Coatractor's Right of Entry Agreement �s follows:
F. FiII i� che complete le�al name of the cantraetoc ia t�e space gro�ided on Pa�e 1 of the
Contractar's Right of Entry Agreement. If � co�nration, give the s#ate of iacor�ratioa. If a
partnership, giv� tb.e names of all pariners.
2. FiII in t�e date constructioa r�iil begia and �e cotnplexed in �rti�le VI, Pa�ra�agh A.
3. Fill ix� the t�ame of t�e contractoe in t?�e space provid� i� t&e si�ee �ioc� at the end of the
Contractar's Right of Ent�r �ige�e�aent. If the co�tnctor �s a corparatian, the pePso�, sig�in�
on its b�alf maust be an elected cor�rate offices'.
4. Retur� all cApies of the Contractor's Rigbt of Eetry A�reement, tagether with your Certificate
of Insurance, identifyin� Foldep R�o. 1917-�, a� requirsd in Exhibit B-1, ia the attache�d self-
addres�s� envetope,
5. Check, wi#� ]�older� Nn. 1917 �8 writtea o�t t6e fpont, mad� pay�ble W the U�ion Pacific
Railroad Company in the amouat af k� �RED �OI,�,�S (�04).Q11}. If you rec�uue
foe�al �illi�,�, yo� may r,onsid� this l�ter �s a formal bill. I� compIiatrce with the IntePnai
Revenue Service's ne►� galicy regar�ing ��� Fnfm 10�, I ce�tify tina# 94-5�1323 is the
R�ilgoad Cotn�any's conect F�etal Taxpayer lde�tification P1�►be� and that U�on Pacific
Ra�lpo�d Com�a�y is daing b�siness �s � co�ration.
Under Exlnibit B-1 of the encios� Contractor's Right of Etrt�y Agreement, yo� aee required to
procure Rail�oad Protective Liability Insupar�ce {RPLn %P ti�e duration of tFi�s project. Is a�ddition ta
you� Cenific�ate af insurance farm, yv� will n�3 ta provide an Iasurance Bin�er, or �a arigin�l of �e
galicy, tgat desi�nates the specific RPLI coverage.
As a service to yflu, Union Pacifi6 is r�aking this coverage available to yau at tbe eate specified
oa the attaclaed Insurance A�plication Fotm. You are not required to purchase this covarage fram the
Railroad an� are encourag� to s�o� t�e �arket for t�e �est available eate. If yor� �eci�s, bowevee,
!� �
tt►at acquiring this caverage from the Railroad is of benefit to you, simply comglete the form and
follaw the instructions at the bottam.
After appraval of #he Contractor's Right of Entry A�reement and the Insurance Certificate,
your fuily-executed document wili be returned to yo�, with i�stzu�ons to prQceec�. In no ev'ent should
you begin rF.rork until you have received a copy of the signed Contractor's Ri�ht af Entry Agreement.
If you ha�e any questions, plea�e coatact me at (4U�} 997-36�3.
Yours truly,
�.�
A� Gross
Cvntracts Representative
�
PL X�E ROE 94�201
' Fnrm Approved, AVP-Law
Folder No: I9��-SS
CO�T'I`RACi'Olt'� YtI�FI'I'' O�' Ll�'I'R� AG��1ViENT
TI�S AGREEMENT is mad� and �ntered �nto as of the @ay of ,.
20 , by atid between U1�OP3 PACIrIC R�T.�RO� CO1bIPA1�, � Delawaze co�ora�ion,
(hereinafter the "Railroad") and ,
a
{hsreinafter the "Cnntractor").
RI�CITAI..S:
corporatian/partnership, whose address is
The Contractor has been employ� b�y F�' �O�i.�R, CiT`Y 4F foY the purpose of
canstru�ting (h�rein�fter "work") only a 1�" water �ipeline �ossing on �d across prop�r#y of the
Railroa� at oar near M'ile Post �46.98, Ft. Wo� Subdivisio�, ne�r k�t V�oritl9„ Tarrar►t Co�ty,
Texas.
The Cantractor 1� requested t1a� Railroad to p�rmit it to p�rfor�t th� work and Raiiraad
- is ageeeable thereto, subject to the following teims a�ad conditions.
t�l�R��T:
RTOW, THE_RFFORE, it is mutually ���d by az�d b�tw�n tlte Rai�road and Contractor,
as follows:
�p4icle �. AE�II�TITi�� O�' COI�'T7�iCTOR.
, For p�rposes of this Agre�ment, all r�fer�ces in tltis Agreerrner�t ta the Contracto� shall
° include the Conteacta�s contractors, subcont�ctors, office�s, agents au� �mploy�s, and others
, acting und� its ar the�t' authority.
Ar�icle II. RI��T G�iT1'ED: PUR�'OS�.
T1rie RailYoad h�reby grants to the Cantfacta� the rigHt, durin� the term h�eir�aftep stated
and upon arid swbj�ct ta �ach and a�l of the t�nns, ��ovisio�s �nd conditians herein coz�tair��, to
�nter �pon �►d have ingYess to arid egr�ss fi om tlse pXo�e�y describ�d in the R�taIs hexeoi an�
as sbown on th� attached print dated Se�tember 28, 20Q0, rra�ked Fx�ibit A, for the purpase af
perforrnin� tlie work des�ribed in the Recit�ls aF�ove. The right b�r� �r�nted to Con�ractof is
limited to �hos� portions of the Railroad's property specifically described herein, oc desi�nated by
the Rail�oad �e�resentative named in Article V.
�_..
Artirle II� TER�S APTD COPtDITiO1�S COPTTAIl�D IlV F7�HIBIT� B AI�TD B��..
The terms and canditions cantained in Exhibits B and B-1, her�to a#tached, are hereby
made a part of this Agreemez�t.
,A.pticle 1'V. ADI�TISTRATIVE �'EE.
Applicant shail pay to the Railraad FIVE �[FF�D��D DOL�R� (��U0.40) as
reimburs�ment for cierical, administcat�ve ar�d �andling �xpense in connecrion wit[� the �rocessing
oF#his Agreement.
Arr'ticle �. A►�L E�PEgTSES TO BE �iOR1oT.� B�' COI�ITR�ICTOR;
RAILROAD RFPRE�EI�TT�9►T�V�.
The Contractor shali bear asiy and all costs and ea�penses associated with any work
perfarmed by the Contractor, ar any casts oP exgenses incut�ed by the Railroad relating ta this
Agreement. A11 work performed by Cantracto� on Raileoaci's prop�rty shall be perfarmed in a
manner satisfactory to the respect,ive local Superintendent oi Transgartafian S�rvices of ths
Railroad or his authoriz�d representative (hePeic�aft� thc �R�il�ogd R�present�tive"}.
�ticle �. '�`�R11�Y'; TERl�iA�.'YOI�d.
A. The �rant af aght herein made to Conteacto� shall car�►me� or� ,
and conti.nue until , unlesa saon�r termi�tated �s herein provid�d, or at
s�ch time as ContractoY has completed its waek on �ail�aad's ��ap�rty, whi�hever xs earlier.
Contractor agrees to not'tfy t'he Rai�road Re��esefltative in writi�� wlt� it has comgIeted its work
on Railroad pPoperiy.
B. Thuis Agreement may be terrninated �y eitheP party on ten (14) �ays' written natice to
the other garty.
��iicle � C�ItTiFICATE O�' Il�T�IT��T�.
A. �cfore cornmencing any worlc, th� Cont,�acta� will provide the Rai3�aad with a
Certificate, identifying �'o�de�r Na. 1919-58, issued by its insur�nce catrieP providing the insuxance
covePage �equired pursuant to E�ch�ibit B�1 of this Agreement i� a policy which �antains the
follawing type of endorsement.
UN�ON PACIFIC RAILROAI� COI�rIPANY is r�a�ed as a�ditional insu�ed
wit� respect to atl liabiliti�s arising out af Insueed's, as Cantractor, pexformance
of any work on the prop�rty of the Railro�d.
B. Cont�actor wanants that t.his Ag�eement �as �een thoroughly rev��wed by its
insur�nce agent(s)/brok�r(s) an� that said a��nt(s)fb�oker{s} F�as be�n �sttucted to procure
��- � insurance coverage and an endorsement as required herein.
d
� .. ,
C. All insurance conespondence shall be directed ta: Fol�er No. 1917�58, Union Pacific
Railroad Compazty, Real Estate Department, 1800 Farnatn Street, �maha, N�braska G8 � O2.
Article �TIII. CHOICE O� FORUI�I.
Litigation arisin� out of ar conr�ected with this Agreement may be instituted and
mainta'sned in the coe�rts of the States of Nebrasica and T�xas only, and the parti.es consent to
jurisdiction over th�ir person and over the suhject matter of any such liti�ation, in those caur�ts,
, and cansent to servica of process issued by such �ourts.
TPl' WITNESS WI-�REOF, the parties h�r�ta have c�cecuted tius Agreement in duplicate
as of the date first herein written.
iT1�II01� PACIFIC �I�iOAA CO1�F�Y
By
co��acts Re�r�t�iv�
(Contr�tor Name}
Ll
II
1
�l
By _
T�t1�:
Teiepho�e:
Fax:
0
[TITTIT�S X &: E RUE 950901
�c� �e+nve� AVP-Laa
�-
�YflIBI'� � TO COR�'RACiOR'� RIGHT° OF ��T'I"Ft� t�GR�1V�I�T
�� i. xo�cE oF co�rrcn�� o� waRx - r�.�c�naG.
The C.o�#acta� �gre� to �utify the R,aiiroasi Re�tativ� at lesst 48 ho�Ms in sc�v�nce of Cantractar oom�ng i� v.aak �d �# }e�k
24 �s i8 sd�uace of p�ropos$d p�rfo�.�ucx of any vrark by the Coa#saatar in w�ic� gnY pe�soa a�r eqnipa�t will b� withia 25 5�rat �f �Y t�rs�,
oe �1 t� a�s � ta �y � tt�t a�Y eqrriPme�nt �sio� (s�ch a�, but n�t lim�d �, �� b�aan�} w�71 r� Lo v� 25 fe�i of �y �
T7psm r� a� � aUGice, � Rs�7x�oa� Reps� �1 �et�mm� �d iaform � Cam�a� v� � fl� ss�d �e ���
t�e Camiz�ca �d imyplea�s�t anY s�i�l Protectivc � safety m�. If �ny fl�a c�r a� s�ncial pmoted�e at �febjr � r� �aa�d
hy t� Rar.�, su+� s�ices wiil be p�vided at Ca�stoa's �as� wit� t� �di�g t�t if tl� �3silxn�d P�idee �Y �,g � adb�
s�v�es tl� C.a�t�tat st�all nat I� relie�d of �y nf its �poa�biliti� ar Fi�bilil� �t fa�h hs�i�.
S�o� 2. NO II3�II2FERENCE W�� RAIC�OAD'S OPERI��iiON.
�O �VDC� pG�i� b}► L'OII�Oi S�I L� 8II}� ffi�� 1l� � D�, ..,.� �,�..:_�s.� ffild S�l� 4�° Of ���p�►
�vd �acilities of t�s Raflr�d ib less�s, 2iceasees or ot�is, ��ss �SficaZlYP�i�dl �r �is �ge� ae s�► � i� s�
by fhe R�lroad Re�ve. Notbing si�all be done or suff�red to be d�e by t�e Contr�Gor �E sa�y �me tl� wa��ld in, a�y m� ��
safety t�£ W�u not ia �, Con�acLofs machiacry �d aaa�isis s1�a11 � i�t nt 1� 5� feet fr�m �u ce�b�rliee ai R�lr+�'s �!�$
�aad t� �11 � � v�hicnlac� carossiu�s af �ailroad's �as� e�ocEgt at � o� �tiblic �siug�•
S�ctiaa� 3. 1VIECAAIVIC°S T.�TS.
Tl� Ca�a� stx�ll p�y in f�ll �il pexson� vvho p�s#a�m �os a� p�n�rid� �s fa� t� rx�k to ��'cc�d isyr Ga�e �e
C.o�as�ar �1 � � �mrt � � �y �a's ca �c6�i�m's lie� of �► � a � �o &� �d aeY �d � rr�Y �►
of t� Railxa�d fa� �y as� waak �rfarmed. T'h� Co�rac:a� s3�s1� � a� hol� ��ss � R�lra�sl fr�om s�d sg,aa�st �}r ��ll li�,
� alsir�, �ds, �s a� � of v�h�ev� a++�e i� �yaay � wit� �� aut cf �� do�, i�ba� �., a� r�
:u�nni�i�i.
�Ction 4. �'RQ�Ci�dN OF �SER OPTiC CABL� SYST�+i5.
a). Fib� opti� c�1r syst�s �sy �e 1�ad a� t� R�'a gtvpa�iy. Fint�ctiaa� of � fibQ o�c c�ble �s is of €a� �
ainc�e a�y �aeals could di�t s�rice ta u�s result9n� ia b�aea�s �os �ad laas of � aocR profi�. Ca�6oe aT�l � t�
Rail�d st 1-�80�33Cs�9193 tn d�t� if fibee optic cabLe i$ b�iEd �y�rhr,� o� � R�ko�d's p�is�s to b€ � by t�€ Ca�a�r. �f it i�,
�am�.�ae w�i t�le� t� �eIe�ic�tia�ns oo�my(i�) i�rolv�d, �e ,far � c�le �. a� � Fo� � ar oQt�
�c� a�'tbe � aptac cabu, �Il � Ca�nt�ac�o�'s e�e, �ati w�l oa�e � w�uk cu t1r� �t criw�3+ � a� st� pe�a� aa �ia�,u
�s b� �c�li�d. .
; b). ia �� a� i�nrty�s a�►�is A�� t� Ca�' ��ify ��� R�a�d ��so�d �art
sll costs, ti�.bi3iiy �d � wh�v�t (i�l�g. ta�t �, � E�, �i caa�s �d �) �S � c�'�y � c� a�
... af t�e C.oa�act�, it� camr��tat, � a�d/� �plcyy�.�, t3�t c� ae �� tio (1) �y d�e b a� d�aa of �y tel ��. ... �, ��, ,.'.��
�� � �i+�� �, �� t�) �3' �.lu�]'tn cg d� a��YP� �Ploy�d hg► � c�s b�lf o��y t�l:., _���_�o.��;� �9'. �ae
- its ,..,..�.�,:,,�x, s� �l� �pinye�, o� Rgilr�d's pra��at.y. C�as� s�ll t�t �ae a� �k �an�rse �g� 1�� foa �y c.� az �
of �oa 5a� 1� io� of �fi� ae �ue ar lvss of s�io� cr oi�r �qa� d�e ta � � �Y ��
p�opaty or � c'ri�am._� a� uscr of s�ioes of tke 5ber optic cabl� oa R�elroad'a p�ap�4y.
5�a 5. COMP'LIANCI� �'II�I I.,�W�.
���oet���aby���.�c����►���y����►�
����r,��r,��t��,����a����.�ca����►����
cn�r �+im s�ty, t� �,s oo� tbe c.a�aact4r, th� ca�a�tods s�e� ���, t� Q�, �, �g3oy� �a �► e#�
Rat'�a�d ���li� �a g��,ral. � Ca�ar�a (wiffi�t �ti�g t� g�lif�€ of 4� � s� c+a�ly eKiitlt �.11 ap�i� ��d �
�,Wi36 � � i�36� � � i�v�E�.R. !']lL I'� � �_.. L7� 1HL�lt!§i � � � � � � � yik�� �l..,L.�� �
t� R�x�ae�'8 gQ�riy. �s�i}► �ii� b�}►1� C�tarc �D OOlmp�j► Wi1� ffi}► �y�h L�WS, legl�AR�. �l �, �e11 r��t � ffiY �, �l�j'.
co� or c� b�n� �, �apa�d a�r c�Zg�d � t� R��uad, tb�e r�+��' �1 r�nba� � iad.�fj► th� � fc� t�► e� %€,
�aliy, cos�, arc c3�gr, ic►c�u�g � lim�itatiaa� aidomEys' S�, co�t co�s �d ��. !`� Ca�ec�a� fia#�r � i� t€� �t o,f ��
`�e.�tion, upon ao�c� th�roof bein� �vvid�d by the 1ta.�7road, to dcfmd surh as:tioa �ee of cos� �, o�' �sa� ia #�e Raitnaed.
Pag� 1 af 4 �� �
vrrc.rrr�s x a� E�oE s9o'ai
�� a�«t, �vp-��
Saction 6. 5AF'ElY �TSTRUCTION5.
�
�h' �f P��� Properh; rail operations snd the puhlsc is of p�o�mt �xx in t}� pros�cu#iun af th� a�oais pa�a�t t� t�ee
a�t As rcinfa��ement and iuri furthezauce oi overall safety me�s�es to b� ab�d k�y tbe Costtrector (�r3 � b,y way of limit��� �
follawing special safety rules shall be fa�lowed:
a). The Co�tract4r shaII keep the jab site free from s�fety aad heait}� h�ssds �d � ti�st iis �Ioy�s t� .,.er��;..,,� �
a.de��tely traiaed 'm sIl safety aad health sspects af thc job. The Ga�cacta� shsll �ave poro�t �izst �id s[�plies sv�ilab� a�a � jo� �
� il�at p�pmpt 5rst aid s�r�rices raxt be pzovided t�u �y persom t�t mey ��ajvred v8 the jub site. Z� C.a�sto� s�l pa�1Y �CY�
the � of aay Z7.S. Occ�atiaaa� Safely aad He�alt�.4dminist�aa� xepostablc mj� ooc�ing ta ffiy p�ts� 1�t m�r sris� �g
r���������. n�r,�o��u���.a��a�y��i���y�,�t������
a� �ny o#�� �aope�y of t�e �tailmaa tn be ce�a th�y aa �t u�e, b�e ,� t� infln� o� a� � i�, t�r �a� �ny �ii�
be�vasge, dr�, r.�cotic or oth�r su6stance t�t �ay mhibit tlse safe p�rfora�ce of v,rork B�y t� e,�playee.
b). The tmgloye�s of the Gonk�ctcrt s�ll be ��bty �ress�d ta p�orm tt� duti�s sef�y a�d itt � m�+er t�t w� �t �
with t� v�am, �g or fi� u� of t�eir }��ds or faet O�ly wais3 I�ngth � wi�h sI� �,d �n�s t�t cov�r t�s mti� le� �
to be w�aa. if f�legg�d �ou�s sre wvsa, tl� � bort�m� musc � ti� �o pes� r� .�n T� �p1oy� s�id w� �r md -
gratectiv� waxk boots sn�d at ieast the foliowing Pu�ot�c.tive eqnipmea�
(1) Prc�tective hesd �S tl�at meets Amc�rira�n Naticmal5�d�-Z89.1-Lat�st �+i�oa. It is sugges�ed t�t �1 ��
a�ced witki Cautxactn�s or subca�act�s ccmp�y Iogo or n�me.
(�) E}'e prote�tioa that mxts Am�zican Natroz�sl Staada�d for acc�p�tioaal �d edn�eati�! cy� �d face �,
Z8'1. �-lat�.ct rcw�isian. AdditionsI ey� p�ate�tAoa must be provided to meet sp�ific jab si�s su� a� v�Idi�g� �
bucniag, etc.; �nd
C3) A�i�g prate�ion �3�iEh e#iards �h �.aa to � p�ecti� fra� nois�e levels ��1 � a�iQg �a �
jab sit�.
c). All heayr �uipmeat Pr�ide� ar Ieas�A bry► the Co��cbor s�z�Il b� e�uipg�d v�it� �ble �k-up v� t�ces. 7f � t1�
opinia� of �e Raiiroad R�ve aay of C.o�acto�'s os �ay of it� �'s e� �s � fa� � a� t� Rai�'�
right-mf wsy. t� Con�. st t�ie nqu�at of t� Ril� � s%lI �� e�i�at fi� i� R�'s �t�w�y.
.-_�..,� AI� �1�r��lM _
�}. As u� � f�is 3ec�icr� ��'° iacludes ot�sa r�d �� tl�e R�d°s praprar4y �t csr ne�r t!� lnc�� of ihe Ca�a
instal�6a �d t�:r O�s, �sg�s, �►d EmPlay�si Al.s�s5p is�il�s lO�s, d�kes c�a�Os, d�.s, ae�aa�„ � pf� �aal�. aa�, �
e�a of w�r �, �ud�g cotnt cosS� a�sd attaa�sy� fees, wLi�k� tp�► �it f�: (a) �j� to a� � of �� w�
{in�t�ag t�e �s�d�e nff c�s, �. �d �la�, tFie r.a�c�s a&c�, �, �d �ploy�s, a� ►veu � �y a#� p�}; �/ae
ib) �mage to ca lo�s ��� of pinpe,riy w� (iasl�in� Coa�ta�'s prt�tty� d€� t� t� roa�bad, L�� eqa�t, � o�
g�paiy oF � R�ikoad, ar �opr�ty iu its c�ce or �stody}.
b). As �n majoa is�u�ot at�d in consid�aratian of t� lic� �d p�rmassia� h�in �, � C.a�'a�bo� �gr�aes �o i�dem�ify � I�ld
�mle�s the �s� �om �ny I.oss vv�c�h is ci�e to a� a�isgs froaa �ny c�se s� is e� i� w�� �r �a �xt witm t� ►*�k ��
this s��, a��ch of t�e agrr�at or t�e fsilm€ to o� tke �alt� � s�e/Y Fans'i� �, or �y �ty, ���� a� �
atisiag cnit of � ar ncs�� of this agre� H�au►sw�, L4ie Co�cta� s�ll �t ind�if�► t�e Raiho� � iis� �.oa is �
by the stile n+egli�e of tbe Railtna�.
c). ���ail m�ntaiu vvieatever ins�ce cvvr�age is a�y �o ad�ty �d�c�rste i� g�sl ead o�st�el fiebz�j► �u�Cs
th+� b�s of � �nt .
5�chaa �. RESTORATION OF PROPERTY.
ya �he cve�t tlae Railraed sQthar��xs � C.�tos ta � dowa �uy f�e af t� Rai�ra�ci � in �ay r�ng move � distt� ffiy of �
oth� panp�ty of ttsE Raa�r�a� im � wrth t� wo�a to be p�'a�u�d by Contsacta�, tt� Pa t�mt �at t� Caa�Cs�aa shm�, ��� p�'�
t� at Coa�s �ale eaEp�, �ore su� %�e a�d ott�r Fa+op�ty to ���oudi�on �s the � wee� in �So�s � f� w� ��
��M-�r sc� o�r grop�y vv�s mov�d ar �ishgbad.
P�z�a ���
v�rr�s x � � �toE 99o�az
Foem Appiuwd, AVi'-I aw
�
I
S�tio�u 9. WAIVER OF BREACA.
�he waiv�r by th� Railzo�ad of the breac,h of any canditian, oove�at or �ent h�in ma'taira�d ta ��Sept, o�ad �d �
by t�e Contzac#or s�haIl ia nn way impait the righ# of t�e Railraa�d to �vail itself of a�y reffietiy for auy s�bs�quent breach Lhereo£
Ser•tion 14. A55IGNMENI' - SUBCONiRAC�`ING.
T�hc Con�actar shall nnt assiga, sublet or snbconfract this agi�t, or any iab�t t�, �ntlsout tha ww�tt�i oons�t ofthe Rs�o�
, aud any �tt�mgt to sv a�sign, sub�et or snbcontract without t�e ►r�it#eia oanseat of the Railroad si�a11 b� vaid. If t� R�Ira�d givEs t� �tn�r
p�ion tn ss�bca�n�ad al! ae aay poation of t�e w�os3c h�in d�'6ed, tI� Co�a�tcr is and s�$11 +�+*+ �f� fcu �1 wotic df �.,.�.l+,�/�„as
,, aad all work of sub�ontra,ctors s�li be gavesned bytiie tszms of this �
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�
PL X 94�206 �
Fnrm Approved, AV�' �w
AUDIT' � � � � � ��
Fa�der No: 19 �7-58
� �
���L� c�os��v�
���tEElViEI�I'�'
Mile Post: 246.98, F�. Woi#h Subdivision
Location: Ft Worth, Tarrant Caunty, Texas
THIS AGREEMENT is made and entered inta as of Septembe� 28, 2000, by and between U1�ON
P:�C�FIC RAILROAD COMPANY, a Delaware carporation (hereinafter the "Licenso�'�, an� ]�T
VVOR'TH, CITY UF, a Te�as municipal corporatian, whose address is 1040 �rocimwrton, Ft. Worth,
Texas (hereinaftcr ti�e "Lice�.see'�.
IT IS 1t�IiJTUA�.LY AGREED BY A1�lD BETWEEIY TI� pARTYfS H�RETU AS
FOLLOWS:
Ar�ticle I. LICENSE FEE
Upan execution afthis Agreement, the Lic,�ns�e shall pay ta t� Licensor a ane-time lic,�ns� fee of
TWO THOUS,�ND FUUR �iURTDRED i�iI1�iE�'Y SE�EI�' DQLL.�R� (5�,497.�).
Articse II. LYCENSOR GRANTS RIGHT.
In considera#ion of the License F� to be pai� by the Licezas�e a�d in further cot�sit�eration of t8e
covea�an#s and agreerneats herein containe� to b� by the Licensee kep#, observed and gerformed, the
Licen.sor hereby grants to t�e Licensee the right Lo cons#ruct and thereafter, d�riag the term hereof, to
maiixtain and opera� only a
1�" water pipclia� crossing (hercinafter the "Pipeline'�
t
in the l�ation shawa and in con%nmifiy with the d'unensions �d specific�o� indicated on th� attache�d
print d�ted Segtember 28, 2000, marked F.achibit A. Unde� no circ�unsta��es shalf Lic,�se� madify th� use
of the Pipeline far a purpose c�ser than the a6ave-mentianed, artd saaid P�peiina sIiall not be used for any
other use, whether such Use is currendy tecbao[ogically possible, or whether such use may come into
exist�n+r.� during the life of tt►is Agreement.
Article III. CONSTRUGTIC�I�i, A7A�PdTE1�AI�CE AND OPER�IZ'YOPT.
The g�~ant of right hereian macie ta the Licensee i� sutsject W each and all af t1�e ternis, provisions,
conditions, Iimitations and covenants set forth herein and in Exhibit B, �ereto attached.
Fx
� Article I�T. IF WORK IS Tb BE PERFORlYLED BY CONTRACxOR
T£a cantractor is to do any of the work perforined on the Pipeline (including initiai construction and
subsequent relocation ar substantial tnaintenan.ce and repair work}, then the Licensee shall requir�e its
contractflr to execute the Railroad's form Contractor's Right af Entry Agrr.ernen#. Licens�e ac�owledges
rcceipt of a copy of th� Contracto�'s Right of Entry Agreement and understanding af its ternjs, pro�visions,
and requirements, and �vvill inform its contractor af the ne�i to c�cecute the Agreement. Under no
circurnstanc:�s will Licensee's contractor be allowed onto Licensor's pre�nis�s vvithoui fizst executing the
Contracta�s Right of Entry Agree�nent.
r+�rticIe Y. IN�URANCE.
A. The License�, at its expense, shall ot�tain the insurance described in Exhibit B-1, hereta
a�tached. Th� Licensee will also pravide to the Licensor a Cettificate of Iusurance, identifyin� �older PTn�.
193'� �8, issued by its �n�,*�nce carrier confirming the existence of such insurance and that the po�cy or
golici�s contain the following endorsement:
TJNION PACIFIC RAILROAD COMPANY is named as an additional insureci with
respect to a!1 liabilities arising out af the �cistence, �ase or any work performed on or
asse�iated rvith the pipeIine crossing located on Itailraad right of way at Mile Past �46.98
at or near Ft Worth, Tarrant Couni.y, Texas.
B, ff#he Lic�nssee named in this Agreement is a pu�Iic entity su�j�ect to any applicable
statutory tart laws, the 3i�uits of insuYaa�ce described in Exhibit B�1 shall be the li�suts the Licensee then i�s
in effect �r which is reguired by appli�able current gr subsequent law, whichever is greater, a partioa of
which �ay be sel� insured with the cAnsent and approval o€the Licensor
C. A11 insurance corresga�ndence sh�l be directe� to: Fa1deP No. 1917�58, Union Pac.ific
Raiiroad Company, Real Estate Depar�nent, i800 Famam Street, Oma�a, IdE 68102,
r9,rtic�e '�. TER19�.
Tf�is Agreemeat shall take effec� �s af t!� date first herein vvritten and sha1l continue in fulL farce
and effect twtil temlinated as herein pravided.
r�rticle'�I, SPECL4L PRO�iISIU1ITS � I�TUI�TE
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5
� IN WiTNESS WH�RE�F, the gartie� hereto have caused this Agreement to be executed as o�the
date first herein written.
UNIOI� PACIFIC RAI�ROAD COIVIPAI�Y
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�AI IS �IPfiLIH� CRDSSIN6 l�)THIH OED1C�eYEO STREET '' YE5�1� H0� E�raIB�T �1�p
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�91 QISTRiBU�iDN L�FsE ✓ pR iR4N5�,[SS�UN I.INE
�) C14RRI ER P=�E : 11N l OtJ P/�C I F i G RA I tROAD C0.
co�oa�rY ro a� con�vErE� r,�,rAT�IZ
OPERR,� � NG PAESSURE •• P51 r� �� ,���P� ir9 �
"�f VrALI, T1d1CKNE55��;41AhEE'fEA�_�1dAY�RIAL pY_G , — " -�xwmsi�+
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i N4TE tCA51N�C-+AU67.H1�VE 2" C�EARANCE B�TkfE�N GRE�6T�ST �jSJCASED T! � � CROSSlNG AT
�,1 Ou�51D� D1�1�dETER OF CAARiER P1PE ANO �N7ERIOR DIaTr[E7EA OF /
CA5INC P1P�. Y�FtEt�l FIIRN[5N1NG D1k�EN514NS, GIvE OUT5IDE OF ��=����0/�'�r) 4�/'��� ���+��
CI�RRJEf3 P[PE ANO Ik510� �F CASING AIPE.
�I F1 1d6T1i4D OF �NSTALLjMG CASIHG PIPE UNOER TRACKI Sf: ���y �_� l�Q�,� _
�_ORY 80RE ANO JACK f�uET 90RE NOT PERkITTEO) ; � �,���,,,
� Tu»r�E� i oT��� R� F� L� �l0.��� DAT� - 8•�.ova
i1 I�ILf. CO�lSTRUCFI4N BE BY AN �UT51D� CGMtRACiOA?�_YES� NQ� __
��i7 DIS7ANCE FRO�a GENTEit LIt�E OF TRACK i0 NEAR FACE OF BaR)NG AND a a R n 1 ta G
•�aCKING ?175 Y1H£K tdEASURED AT RlGHi ANCL�S TO 1'RACK
� 'PLICAH7 HAS CONTACrE� 1�9p�-336-9193t �34' "i'�� IM ALL OCCASIOM� u. r. �a�+uaitaas
6CP�AREafi �lF3T 6[ CO�iTAC1fb fM ACYAICC
��.__t P, CD�1 C1�T Z ON �EPA�tT�+ENT, AND Hli5 UE7ER�t� NED F i BER oe ivar sya� ra p¢�naeFNt [xrsrtrcC +�
OPTiC GAB�E„��DOES ; OOES NOT � EX�S7 1N V Ct�ITT OF �nutiaa or r�nEw o�rie c.�su.
f.. WORK 7p S� PERFOAAdED . T ICKET H0. �.�I � 2(L'�'4- .. �nor� : i-ao�yK-y�f�
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S�ction 1. i_TM1TA'IiON ANI� SC1�FL�iNA'IZQI+� _ F RIGHT� G�NTED.
a} The iopegofng grcrrit of ri,ght is aubje�t � guborditxrte to ing prior �sd contixxui�g right t�d obligalion o� the
Li�ensor ta use cstx� nxrintc�in i� entire pmperly in�l�siir�g th� z�ghl �d pnwer oi ii�e Ifcers�ar ta car�truc� mmnt� repmr.
rer�aw, u�e, aper�afe, ch+�ge, znodifY or reloCate rmiraad tracicg, SigILQ�, CA1T]II1S]Il1GQf10I� EI�i OjJ�1G8, oY othe� wirelines,
pipml�as cmd othar faciIities upon, o�ang or acroas �y ar aIl p�-ts of i#s property, atl or �y of w�ich may be iresly dona
at any tirne or timee� by tha Lic:er�ar withoui liability io tha Idcenes� ns to any oth�r pca-Ey tor comper�ation or d�nages.
b) 'Iiie �oregoix�g gPcant is c�so subj�ct #o a3i aut�st�ing sup�riaP rigl�ts (�ius�ing tiv�se in favor af licer�eea c�d
lesae�a� of tksa L�ensor's prc��rty, and others} �d th�e right oi ihe Iacera�or to renaw �md eater� t�e acune, mvd is made
vaithnut cavenc�t al #itle ar for quiet enf oymeni.
� _ - �i� : �lli � ► ; !►�ly��� �!/ .�►Ifr � ` �i.:.• � '� R
c� Th� Pip�lisya s}�1� ba constru�tecl. oparaied mairstained. rnpmse�, t�ers�wed rnod�i� �sdlor resor�sirt3cis�d ]a�y
th� Iacer�e� ia s�t c9on{ormiiy with Unioa Pacific Raii�aad Co. Common St�nd�d ��citicahon jOx9 �doptsd Navarxiber
Z9�49, �d csII arner��r�s thereoE c�ud supplemerxts thareto, �rhich by tivEs reEerers�e ie h�reby made a part her�a� e�cept
� ssay be znr�di6ed �d �.r..�.l by the Lacer�sor's Vice Fresident-�ngirlearir� S$r�ric�s. In tha ev�ent auch Sp�ifiCadian
�riQ� ia� c�y respect with tkea reqt�rement� of ar�y Serierai, state aP mua�ici�al �aw a� rs�ulation, such r�e�s�irertieni� �hall
goverz3 �n cll �oi�t� oi �or�ci, but an all o#hsx rasp�t� tha Sp$cfficatian ��Sil apply. .
b) �4II w�k pario� on Ft�riY a# iksa Lkes�sor in�ona�4ian vait� tk� eo��or� mad�sien�a, repedt, rer�ewal,
nsaditicatian o� re�oraat�tion af the Pip�line shs� kse dons ia th� �cati�i�ctaor� o[ !� Lace�sor.
' Pric�r to the �ammencemeat ai � work in cvrn�tio� �ilk� ihs cat�stns�iian. m�ten�ce, raP�, e�tlavval,
..oci�aiios�, �lacatio� rscor�tru�ti�n ar t�mavQi caf iisa F3�� �ere it pas�ea uas�emaath t� Yoacib�ssi � tsack ap
� af t1�� L�en�r, !� �,icer�-ssa sh�ll s�mit to the Licer�o� pl�rs sel�g out the meth�d �d m�er of �ng the
wor� ia�us�� i�e �horix�g crnd crilabir�g, ii smy� r$r{uired to protact ths �ces�a� og�rationa. cmd rahall not pracs�l with
th� vvnrk t� s�h pE+a�s h�e bsan appmveti hy tl�e V'�ce Presidsnt-E'a�ginse�g S��ices of ti�a i,icer�aor cmd si�n ths work
shull be dor�e tc t� s�fac�+on of it� Vice Y�e�ident �ine�ring 5aswices or �ais a�utl�rized �+epresentcdiv+e.l�e Ltcsnso�
shall have tha right, f� it sa els�ts, to provide �u�h ��pporr� c� it �ay daem n�essary► for ths� sadety of its trac� or kxacka
d� tk� time of ���tru�c#io�, mmnten�ce, re�car, ren�vv�, moc�#iccatior� raZ�calio�, recon�t�tion gr rema�l at the
Pip�l�a, c�. in tks� �ent ik� �er�or pmvbde� such �up�Zt, tk� �ce�as�a sh�til pfxy to i�e Iacetysox, withir� �ift�an {!5) daYs
ctEter ba'� s3�s11 h�ve ba�n rer�det�ci ih�refor, cll e�nse irxcurred by th� Iacenaor in cc�ection therewith. v�►hich eapan�e
ahr�Il incl�c3e �lI a�eigrx�bse cvatg.
d) Ti� �icer�e� shall ka�p �d maint�ts th� �c�i� wef tk� F�ipa� tiiomughly cozbpacteti ar�d the gmde even with
the adj�ce�t �urt�ce ef �a gno�d.
_ - • ��li �J; • �i� �i�l�► !l�+ul��li • , ! ._.,
,
Ii �n �mergen�► a1�+ouid �rise �s�uiriavg i�zmediate attention, the �cer�ea �h�ll �recride cs mca�Ix rs�otice ccs
practis:ab�e to �er�e bafare ce�xa�ne�zx� c�y v�ark 3n � othar� �ituatior�, � I�en�s� �h�1 nratiEy th� Y�icenser at la�i
ten t10) d� {or ss�h tat�ar �ne as ti� Licensor may allaw) ia �ce af th� ccr�men�ea�ent ot �y waY$ t�pon ��F��Y
' of �I�c:erss�rinc�n�nwith the constructior� mniniersamce, repca�, renewal, modificatiar�, reconstxwciior� relxation
ar remav� of the Pip�lirie. Al� su�h work s�a11 ba pros�:ied di�agenily io campletian.
- • _,.��i. � ►� --::_x��_ i: ��+t" �►i-��
'i'ha Lieen�a �h,�t k� the entire cost cand e�ruae ��d sn canr�ction with thfi can�tYuciion, mc�inten��e,
rep� at�d rer�wr�t ��y and ail modiiiaca�or� revisirsr�, reloc�iior� remov�sl or re�anstr�iion oi the Pi�liase, in�luding
� iy cmd al� e�rasse w}ich mcxy be incurred by ihe [acensoP in corumction ttierewith io� supe�vision, inap�ctiorL flag9ing�
vr aiherwise.
plxc� Pa�pe 1 a4'd " E�diibit e
�.x9soii�z
Fam App�vved, AVP-Law
� \��►��fi���l/���� ��rb�� r�► �l R�V_� � ��- �������„
a) Th81'sceca�e h�rern gr�tad is aiabject to ths x� mxi req�uiremenis of ti� Licer�or in th� op�ration o# its rcrilmad
cu�ci in tha izn�rat�ement cu�d use of its pmpariy, cmd th�e Iacensee siia�l, at lhe �o:a erp�r�e of tha Licesisee, reinforce tne
PipelirsQ. or mov�e all or �y portioa nt the Pips�irte tv atzch new locatian as the Licensor may design�aie, wh�never, in tha
fi,uihe�fce of ils nesds and requirementa, the Licensar sF� lirx3 auch actiqn necBasary or desisable.
bD AIi tt� terras, coxxlitior�s cuid s�pufation� h�rein expre9ssd with referers�ce to tha Pigaline on prog�rty of thg
IacensoP in lFsa �n haraink�efor�a de�cribed ahal). �o f� as iha Pip�lir�a samain9 an th� prop�rtY aPPly to ths Pipe�na
as modifis�. ch�x,�ed or relocate� within th� coniempla�tior� a! this ae�tion,
. . , . 1_►_r��:��i: �► �! � ��Y�. �1�► , . - . : • �.,:_ _ •.
The Pipeline �d all paris thereof with�n cmd autside af th� limit� ot th�a pt°og�rty af th� Iacen��r ahQil be
co�strctcted �, at aZl times, mcuntmned. repmted, senewed tu�d oparated in such mcmner cis to cau�e n� interteren�e
whalsae�ver wtlh th� canstrtnt, cnniinuo�s omd uninterruplac� wse of the �cka, groperty �d fcrcilities of the I�cen�ar, �d
ncthing shc�11 ]aa dor�a aP sUfiered i� be dar,e by tha Li�cen�s�a af cny tirsie ttxi# wauld fn cmy m�ner impair the s�ety thereof.
-:• ��•�: ► • a►� �. • � �_, :_� -�r�„ .
a) i�r cptie eable systems may b� buaie�F on ths L'acenso� p�+og�sty. Peote�tian c! the fib�Y aptic c�e �tea�
is at eat�eme fmporFc�z�ce sia�ce �sy brsak cotald dia�rupt ge�►ice tc u�er� �uitin� in bt�iness inie�uption am+d los� of
mversu� m�d profds. idcense� slr� lelephorfa tt� Iacenaar �i �-�EOQ-336-9193 i� �4-h+Q� nta�nbar) te deie�nina � IibaP optSC
cable Is buaied cmywhare an the Licet�or'e premises to be �sd kry the IaCer�e�. If ii is, Iac�nge� will telepiwns tr�e
i816�0IriYi]tgl�Gc7�C2ZS �OTI1�1�►(S98) li1VO�VBd, �I'C�1�9 fOT Q C�I� lOCGItOT, make �r�u,�emen3s for relaccrtioa o� ottser
prvte�on oi ti� fiber aptfc ca�le, cril at Licertssa'a ea�r�e. � will �a�unerace na wrsrk an tlsa rig�it o1 way s�til gtl ��ch
protectian or relxatio�n has b�n ac�omplished. I�cets$s�r siscll ic:damnify �xci �ld tixa ]..icesa�op }�sn�em� trom �d
ag�t�af al! cosis, li�c�ity c�rxi ea�ar�e v�hat�c�ver (ir�l�in�, wfth�ut �Znilatiat�, attorn�eys' f�s, co�zrt ccsts arr� e�nses)
ai�in� out of or ceu,sed in �s5' wc�Y bY �acer�s�a's fmlr.u�a lo comply raith the pravisions of ttsis paa�sgr�+h.
b) In c�it�e� t� o1heP �de�ty pmviaiorr� in th� Agte�ment. iha I�cer�ss� s�sult �mr�ffy � hold tk� �ice�or
h�a fr+om �d �ga�a! all costa, lissbiiity �d easp�r�ae w�t$c�vep Gr�l�, vrifiaaut litrutation, cxttorn�y�' is��, ca�#
casts cmd eapar�esj casa�ed bry► tha n�gliger�ce of ti� bi�erz�sa. i1a canh+�cioP. �genls �'or employe��, ��ultin+g in I1)
�,Y d�xge lo o� dest�ction of �► teis�omznua�icatior� �ystem �n �ice�sor'� �ropezty, anr�lo� (2? �i' �}u�Y to ar de�th
a! any perso�n employsd by or on b�i�alf of any tels�vmtnuar.i��tions cossg�xzy, �IC+P 1l� CAIS�"GC101, �getf#� �lor
employsaa� on �er�o�s pro�arty� ertcept E# �uch c�ata, �iabf?ity o� e�r�es rsre ca�aed �ole�► �j► t}se d�t activ�
r��glige�e ai � Ia�et�sar. Li�er�e� f�kier agreas tk�at it �h� nc�t h�e or �e�l� rscaurse agc�i Licanaar io� �y cl�m
ar cause oi raction for allsgsd loss of pmfits ot rev�anue ax Ioas ot se�rice or other cax�equentia�l d�nage to ct
tslecommwnicalion campcmy a�ixig i�icer�or`e prn�riy or e cuntomer aP u�er ot �errvices of the S�rr optic ccble on
L'acsr�ac�'s propeYty►.
- � . �1- : lu : ►1� �x► , Z� : _:�! : ►1� .._� y�� : �
ad Tha Lacer� �Zll f�► pay tar aA a�teY�ls joi�s� ar c��ad to � l�aog p�rtormsd upon p��erty ai tk�s bice�or�
in corur�ct�anwith ih� caras3ru�tiar� m�nien�ce� re�; rBn�w�i, mo�iccation o� recor�tn�tian a# tt�� Pip�lirss� ar� ahall
rx�t p�rzrut o� st�ffer ¢xrrr �c"s oe ina�terialmmn'� lien o� �y ]d�sd or nsxt�e io be enfores�i cxg�nst tt�a �aroperty ior �ny
wflrk dane or materic�ls fumished iherson at tha ia�tac�e �� requesi ar on behalf oi ths L{cer�asa. '!'he Y.icersae� ahsll
indemnify ca�l hold ho�trnleea lkm Lacensor again�t caad frozrs �sy � a�l lienrs, clairz�, demanc�s, costs crn� eapat�es af
whatsc�e�+er rxxtua�e ixs cmy way c�ozu�e�t6d wilh or gr+owirig out at ��ch wor� dan�, labor p�rtormed, or materia� furnistasd.
b) '�e �cer�ee sl�ccll prompi�y pay or di�ct�ge a� tc�aa, chc�es anri assessments levi�d upon, in resps�ct to, ar
on acco�tst of th� PipeIir�B, tc prevant iha s�ne from �camirsg t� ci�uga or lien �Pon Pm�a�tY af tk�a �icerz�o�. � aa thal
the ta�ces, chaa�es �xi assessmen#s Ieviad upan or in resp�ct ta s�h propsrty 9hall n�t be ir►�sctsed be�ccnx�e of the
locc�a�, cor�truc�on oP mcdniersai�ce of the Pipalirie or �y►irn�ravemant, appliar�e o� �e con�nactecl therewith placed
vq�oa s�h prop�rty, or on cccount o[ tha I�cena�a'a interest t�arein. Wlyere �tach 1� chmge or assessmenk may noi b�
�epcu�atety rnade op assesaed tra the La�en�e� but s3�si1 b� ir�ludea� in the asae�srnent ot the pro�sart}► oi ths Licex�aor, th�n
����the Licensea shnll pay ta ti�a i�icensor � equitable pmpartian of sca�h tcsae8 dstermir�.sd by ths vr�lue ai ths Licer�see'a
property upon pmparty' af tha Licensar as comp�sd wilh ti� entirs wtlu� of such pmg�=ty.
�
pircex6 Pn+�ge 3 ai 4
E�ibit B
PL X 9803 i2
Fcxm App�a�rod AVP-Law
- • ' :, '�l� i_:_ II • � !!�►_ • i - ' : r ' ��MM
in tha e�nt ih� �acensor autho�as tha Licenasa to take down �y ier�e o# thg F3cer�os or in �y m�srs�er asove
ar digturb cmy csf tha o#t�r prop�rty of ti�a I1ce�sor in ccrusectlon with tha ccr��ction, mmnies�ar�e, repc�ir, renewa]
modifica�orb recvrs��4r�, z�elocc�tion ar remavUl oi t3� Pip�line� tkmz� in #}xxt e�rant the �scenaea shall. �s soon �s possi�Ie
cmd at Iacer�se�� soFe e�ans�, rostore s�ck fen�ce cmd ath�x pmg�e#y io fha stane condilion ars tis� stmse were in h�fore
su�ch fence w�rs iak,en down or su�r.h other pro}�rty was maved or dsat►�bs�, �ui the I.ic�n�ee shcrli indemnity �d ix�ld
hcsn�lesa the Iacenscr, ite officere, agents �d employe�s, ag�st cx�d trorn c�ny �xxi all liabiiity, Ioes, d�nags�, clmms,
dem�s. costs �d eapersses ol wi�atsoev�r nateae. iz�cl��rjg court costs cmd cttorneys' teee, which may resuli from injury►
lo or deuttx of pers�r� whomsoe�er, or d�age to oP loss v� destrv�ction of proparty whatscsver, when such inju�y, dsaih,
d�a, l�ss cr dea�+�tien graws out ai or �isea fram th� taking dov�m of �y fense ar iha maving or distur}�sce af �y
other pto�eriy of the d.icensar.
_ • � 1►1! xu�Mr.
a? As �� i� S�n.'�icensor' u�udes oti�er x�iroad compctru�a usir�g t� Lacan�ar'� �t��riy at or n� tlxa
location of the Li�ex�e�'s in�tallation �d their ofScers. agents, � emplo��; '�,csss' izr�lwdes lose, ��sage, cl�ass,
derncv�ds, acfions, GQL�i9B D� QC�DI�, �t]►JI5B8, ca�t�, �d eapanses of whatso�ver x�ataare, including co�! caote �d
rsttorney�'� fe�s, wlich may resvlt fram: a? inj�Y to or dsatI� of p�rsons who�oev�er (ir,�cluding tha L'acar�o�a officers,
agenfs� c�d employsa�, ihe I.icer�see`s of#icera� agents� ar�d employeas, a� wel� ��y other p�rsorl}, ��/o� b} dcunccge
to or �oss o� destrt�clion af p�opet#y wh�er (i�1� Licer�sea�s pmp�rly, d�aage to the xoctdbed trac3ss, equipment,
oP other proparty of the Iacer�aar, ar proparty iai ita �at�e or et�todyj,
b) Aq r� mQjo� isaducernent �xd iri cor�iderati�n of the licer�e and p�rmi�sian herein grante�, tlse �.icex�ee aqrees
to inderrzsrify �d hold }i�mIess the I�Ccen�or iro� c�y Lv�s w}�ieh i� du� to �r a¢�i�es fmrn:
I.:; 'i'ha prosecuiian of c�y s9or3� coniempkxte� h3► ti�in Agirear�ri! i�l�d,irsg t rha instralia3ior� con�tru�rtion,
rn�ierxsxe. rep�. reriaw�, �o�#icat#ora recor��taor� ralccattfarb ar r�r�v�l af tis� Pipalitss or c�y
par41h9I's�� qP
2. 'T� preserLce. op�ra#ian, or t�e Af iks� Pip�alir� or �onient� escap� lh�refeam,
ea�ept to tk� e�tant tt�t ths �osa is caueed 1sy kha �ale �d dase�t z�sgliger�e cf t�e IFiceasor.
- � • : �„_. : . = �� r►� ���. ��:_u�i,-:- r_• ► � : , :�„��►r
�iar to the te�mination oi this Agr�rr�emt i�aw�a.BvaP, t�a bicer�aa si�11, et �.ieers�e.�'s �o1e s�rzsa,
re�va t!� Pip�Iule f�+om t�ose portio� of tla� pr��rty ra�ot xcupisd by► tk� ro�db� �a.d track or tracl� of iiss L�cesa�o�
cxnd �hall reatore, to the sat�sfaction of t�s Ltcensor, �u�h partl�n� Af ��k �ro�riy to �s good a contiilion a� tf�ay were
in at the litne of the �or�t�zction ot ihe Pipaiins. 1f t� I..iacer�ea fc� to do ikss foregoirlg, the Licen�or mcy �o �ueh �+or�s
oI remcval c� resioration at ths ooet �d eapaz�e oi t�s lices�. Iisa Laces�sor mrsy, at it� optior�, upon such te�rnizmtion,
at the eritire c�st aa� expenae of tI��e i�c�rbse�. Yemave #k�a portifln� �E th�� �ipe� locrs#ed u�demectth ita ro��I7ed ar1d
tra�k or tracl� a�cl restore s�ch rvad�aci ta as goo� a conslitign � it w� in et the t�sne of ihe const�u,ctian of the Pip,s�e,
o� it �ay �rrait t�ie Lacen�e� to do �ch v�roPI� cf rema�al ar�d restor�tion to i�ie scaissfaction �# the Iacer�ai. In tire event
of ttya rema�l b4► th� Iacer�sor of tha ps�apariy of the �,ieensea �d of ikss reetoraiian of fha road�3 � properiy ce Iaereiai
provic3s�, the bfcensoP ahall in nc m�x�er b� liabla io ti� I�censea for a�► d�mage �u�t�it�cl b� th� I.icenee� far or on
�cco�nf tk�e�an�, a� su�h pem�-va� cax� restarati�on ai�II in �o m�ussr prajt�ca ap itnpair cuzy righi o! action iar damages,
or othe�e, thut the �icenso� mrsy hssve ag'�t ihe i�cer�ee.
� : i1�G_ • =� -. !Ir,
TF�e w�eP by tha I,icen�or af the brsach ai cmy �onciition, cov�en�t or agreement herein contmneai to be ysepi,
absenred �d pe�lormed by the �icer�ee ehail fn no way unp�ur ths right of tha bicen�or ta av�il ftseIt oi cmy remsdy ior
•my subs�nt breach ih�reof.
��
plxe�b Pa� 3 �t'4
E�ibit 8
r�.xsaoi�z
Form � AVP-Law
: - r . I��,uf I� : � ►
a} If fi� �r�ee daaa not �se the right hsreiri grcmt�d ar t�ss Pipalirss 1'or arse (1) yecu, or if #he Lices�e:� contiriu�s
in dsfault in the performar�ce of �y covezulnt or agrssment hsrein contcrineci for a p�riod oi ihix�ty (30? daya affeF wriHan
notice frotn t�ss L�censar to t%e li,cera�ee specifyin.g sts�h defuult, ihe Iacervaar may, ai ita aption, tarthwith i�mectiately
ierniir�czts this Agreement by written notice.
b) In �n to th� prov�ions of subp�agraph c? above, thia Agreement may be tarminQte�ti !� wrltten rs�tice givan
�r eit2�eP pcuty hareto tQ the otl�er or� casy date in auch nra#ice atated r�ot lesa, hsswever, th� ti�rty (30) days 9ub�eq�ant to
lhe date upon wk�ch su�ch notice shall be givea
c) Notice of d�fau�i cmd r�o�ce of te�tian mcs�+� sa�sd �r:onally upan ths Iacer�� a� by mailirsg to the l�t
]�own addt�e�a af ihs Lacense�. Terminatian ai this Ag�s�menf for any re�on �l�i! r�t c�fsct �y Qt fha righ� op
obiigcxtiox� ci � pw�ies h�reto whi,�h ma�r lxive a�, or liabilitiea, accrusd or oth�Pwise, which may h� �en pno�
ihereta.
_ � . �. ���t�i�, � _ � : _ ����.
Iis� �,icerr�c� sh� n�t c�sigt� � ligrsameffi, in whQle or in pc�st, oY any rig�it�s h�►rein gr�s3sd, without the written
corssent e! the �ices�or �x3 ii ss ag�rsad th�t am}► trcm�fer or assigr�en# or cttemptec3 trn�Eer ar a�sigr�zent Af t�ia
A��nt a� s�ry of tisa rights �ssrein granted wh�th�z `roi�ntary�, hY op�r�tign of lav�, o� oi�arwise� without �t�c� cor�eni
in wzitfng, sisail b� absoluielyvoid � at th� option af ths Licer�or, �1�1 iermir�#e this A�r�ment.
- '1 !�/ - �" :ai! : `.►-
��bje�t ta t� pr+avi.9ioa� ai S�e�oa 14 h�reof, tl�s Agre�ment sh�all � bir�q upon � in�e to t�e b�a�fit n# tha
parties I�er�eta. the'vr heirs. e�s�utarss� ad�imiors, s►�ceg�ora c� essign�.
�
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1:1fnn�s4�ia�e�xb 1 _[sjo
Sou#hside II Water Transmissian 1Vlain Contract 3
PARCEL #1
DOE # �60�
.- . 3813 Livingston Avenue
Lo� 4, Block Z, Weisenber�er Addition #3
TEMPORARY C�NSTRUCTIDN EASEMENT
TFiAT IIWE, J. C. Little, hereinaftex refezred to as "Granto�" for and in cansideration of
One Dollar ($1.40} and ottier valuable considerat�on paid by the City of Fort Worth, a
municipal corporation of Tarrant County, Texas receipt of which is hereby acknowledgeci,
da grant, hargain and convey unta said City, its successors and �S51�I15, the use a.nd
passage in, over, across, belaw and along the fallowing parcel or tract of land situated in
Tazrant County, Texas, in accordance with the plat here�o attac�ed, to-wit:
SEE ATTACHED E�LHIBTT
�t is further agreed and understood that the City of Fort Worth wzll be pernuttea the use of
the above described strip of Iarid for the purpase of the construction, maintenance and
repair of a Water Transmission Main. An ingress and egress easement si�alI be granted
in arder t�at access may be gained to the above descri�ed Temporary Construction
Easement.
TO HAVE AI�TD TO HOLD the a�ove described premises, tagether with, all and
sing�slar, th� rights and appurtenances thereto in anywise belonging, unto the said Ciry o�
Fort Worth, its s�ccessors and assigns, faraver. And Uwe do hereby bind
�" myself/ourseives, my/our heirs, successars, and assigns, to warrant and torever defend, a�l
and singular, the said premises unta the said City of Fort Wort�, its successors and
assigtis, againsf every person whomsoever �awfuIxy claim�ng or to claim the same ar any
part thereof.
It is intendEd by these present� ta co�vey a right-af-way ta the said City of Fort Worth tv
znaintain, construc� and repair the above described improv�ments, with the usual rights af
ingress and egress in the necessary use of such right-of-way, in and aiong said premises.
Tk�e City of Fort Worth agrees t�iat in the event any of the existing improv�ments located
with ihe described Temporary Canstruction Easement, are darnaged �y the City
construction cr�w or by the contractor responsible for the Southside II Water
Transrnissian 1Vlain Contract 3, the City wi11 repair the damage to a conditior�
comparable ta when construction began.
IllT WITI�IESS VVHEREOF, Grantors have caused this instrument to be executed on this
the day a� , 20 _-
�e� r='Yfr,���
� Ov�ner(s)
Owner(s}
TCE�,nac
Southside II Water Transirei�ssion Main Contract 3
PARCEL # 2
DOE # 260$
'"�� 3519 Li�ingston Ave.
Lot 5, Block �, WEISENBERGER ADDITIi�N #3
TEMPORARY COiiTSTRUCTION EASEMEN'i'
THAT UWE, Wili�iAm D. 'Wil�iams, Est., hereinafter referre�! to as "Grantor" fo� and in
consideratian of Qne Dollar ($1.00} and other valuable consideratiQn paid by the City of Fort
Worth, a municipal corporation of Tarrant County, Texas receipt of which is hereby
acknowledged, do grant, bar$ain and convey unto said City, its suecessors and assigns, the use
at�d passage in, aver, across, belaw and along the followzng parcel or tract of land situated in
Tarrar�t County, Texas, in accordance wit� the plat her�to attached, to-wi�:
5EE A�'I't1CHED EXHIBIT
It is further agree� and und�rstood that t,�e City of Fort Worth will be permitted the use af the
above described stri� of land for th� purpose of the constr�ction, mai.ntenance and repair af a
Water Transmission Main. An ingress and egress easement sh.all be granted in order that
access may be gained to the above described Temporary Construction Easem�nt.
TO HA►VE A�ID TU HOLU the above described premises, togetk�er wiEh, ail and singular, the
rights and appurtenances tl3ereto itt anywise belonging, unta the said City of Fart Worth, its
successors and assigns, forever. And L/we do hereby bind myselflours�lves, mylour heirs,
successors, and assigns, to warra�tt and farever de�end, all atad singular, the said preuuses unto
� the said City of Fort Worth, its successars arzd assigns, against every person whomsoever
lawfully ciaiming or to claim the same or any part tt�ereof.
It is intended by these presents to convey a right-af-way to the said Ciry of Fart Worth to
maantaim, construct and repair the above describ�d improvem�n�s, with the usual rights af ingr�ss
and egr�ss in the necessary use of such right-of-way, in and alang said premises.
� The City af Fort WQrti� agrees that in the event an� of the existing imgrovements located with the
°� described Temporary Constxuction Easement, 'are damaged by tt�e City const�vc�ion crew or by
the contrxcto.r responsible for Ehe Southside II Water Transmission Main Contract 3, the City
,
will repair the damage to a condition comgazable to when construction began.
- Il�i WITI�ESS WHEREOF, Grantors have caused this instrurnent to ,be executed on this the
, day of , �0 �.
, Owner(s)
= Owner{s}
r
�- �_ i
TCE2.Df?C
Sauthsid� II Water Transmission I�Yairx Coni�act 3
PARC�L #3
DOE # 2608
�Sl� Livingston Ave.
Lot 6, Block �, WEISE1vIBERGER ADDTI'IOI�i #3
TEi�IPORARY COi�STRUCTION EASEI�VIENT
T�AT UWE, William D. Williams, Est. hereinaftep pefe�ed to as "Grantor"for and in
cQnsideration of O�e Dollar ($1.0�) and othe� va�uable cansideration paid by th� City af
Fort Worth, a municipal corporation of Tarrant Coiuity, Texas xeceipt of w�i�h is hereby
acknowledged, do grant, bargain and convey unto sa.id City, its successors a.nd assigas,
the �rse and passage in, o�er, across, be�ow and alang the �ollowing parcel o�r t�act �f Iand
situated in Taxraut County, Te�cas, in accaz�dance with the plat h�reto attached, to-wzt:
SE� ATTAG�iED E�IIBIT
It is fi.0 ther agreed and understoad that the Czty of Fort Worth will be pernutted the use of
the ab�ve described strip af land for the purpose af the construction, maintenanee and
repair of a V�ater Traasm�ssion IViain. An ingress and egxess easement shall be granted
in orde� that access may be gained to �he above desc�b�ed Temporary Consteuction
Easemen�
�'O H�VE A1�D TO HOLD the abave described pr�emises, together with, ail and
singular, the rights and appu�tenances thereta in anywise belonging, unta the said City of
�,. .� Fo�t Worth, its successors and assigns, forever. And Uwe do hereby bind
--' myselflourselves, my/aur heirs, successors, and assi.gns, to v�arr�nt and forevex defend, a11
and singular, the said premises unta the said City of F'ort Worth, 1�.5 51ICG6SSQi5 3�C1
assigns, against every person whom�oever lawfully clauning or t� ciaim the same o� any
paPt thereof.
It is int�nded by these presents to convey a aght of-way to the said City of Fart Worth ta
maintain, canstruct and repaiP the above desc�ibed improvemen#s, with the usual rights of
ingr�ess and egrsss in the ne�essary vse oi such nght-of way, in and along said premises.
The City af Fort Worth ag�ees ihat in the event any o� the existing impravements Iocated
with th� descabed Tempa�ary Construction Ea�ement, are damaged by the City
Gons�euction crew or by the conn°acttip responsible for the Sauthside II Waie�
Tra�smissian I�ain Contpact �, the Ciiy will �epair the damage to a eondition
comparable to when constructian began.
II�d V�T1�TE5S �IHEREQF, GI1IItOPS �1V� Cc7U5�d �ll5 7S15trlIiri�IIt t0 b8 �X�Cll�8C1 OI] �I1S
the • � day of ., 20-.. �
o��r���
�:, �-,
y
Owner{S)
rc�.Doc
�=.
�outhside II�ate�° Tt°ar�sm�ssio�t l�sin Conh°act 3
PARCEL #4
DOE # �60�
3�09 Livingstnn Ave.
'��� Lot 7, Bloc� 2, Weinsenbe�e� Addihon #3
TEI�iP�RARY COP35TRUCT'IO�T EA�ENiE�iTT
TH�T IIVi'E, Tomas Alaniz, hereinafter referYed to as "Grantor" for and in
� i cansiderration af One Dollar ($ l.0a) and other val.ua.ble consideration paid by the City of
Fort Worth, a municipal coYpa�ation oi Tar�rani County, Texas z�eceipt of which is hepeby
; ac�owledged, do gcant, bargain and convey unto said City, its successozs and assigns,
the use and passage in, ovep, across, be�aw and along the follawing parcel or tract of land
, situated in Tarrant County, Texas, in accordance with the plaf hereto attached, to-wit:
�EE ATTACHED E�TT
It is fiuthe� agxeed and und�rstaod that the City of Fo�t Worth will be permitted the use ox
rhe at�ove described steip of land for the purpase of the constniction, main#enance and
'- repair of a Water� Transmissio� Main. A.n ingzess and egress easement shall be granted
� in order that access may b� gained to the above desc�ib�d Tem�oraty Canst�uction
Easement�
TO HAVE AAfiD TO HOLD the above descr�bed p�emises, togeth� with, all and
singvlar, the �ights and appurtenances the�eto in anywise �longing, unto the said City of
- Fort Worth, its successars and assigns, faPeve�r. And I/we do hereby bind
�-� - myself/ourselves, my/au� he�s, successors, and assigns, to w�ant and forever defend, all
and singular, the said pr�emises unto ttta„e said City of For�t Worth, its successors and
assigns, against every p�rson whomsoever law�ully claiming ar to clai.m the same or any
pazt fher�ceof.
It is intended by these presents to convey a right�of way to the said Cify ofFort Warth to
maintain, construct and repair the ahove described improvements, with the usuai �ights af
ingress and e�ess in the necessary t�se of such right�-of way, in and along said premises.
The City of Fort WoYkh agrees that in the e�ent anv of the existin� improvements located
with the described TemporaPy Construction Easemen�, are damaged by the City
canstruction crew ar by the eon�eactor responszble for the Souths�de II�VVate�
Trassmissioa 1�Yain Co�tracf 3, #he City will repair the damage to a condi�ion
compa�able to when consteuction began.
I1�T W�Tl�ESS WHEREDF, G�rantors have caused this i�nste�ment ta be execut�d on this
�e /� day af � o ,,r , 20 G � :
Owner(s)
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' '���VS�RIlCTION y�;��'���Q� � _``� �
EAS�'�h1Y �v`q`��'o° j� ��� `���
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10' TEMPORARY CONSTR�CTfON EASEMENT
BLDCK 2 LOT 7
`�,�
�:
WElSENBERGER ADDITION NOo 3
ar� addition �a the
CITY D� FORT WQRTH, TARRANT COUNTY� TEXAS
AS RECDRpED W VOL.UME 115�0, PAG� 19Q3
DEED RECORpS OF TARRAN7 CQUEVTY,TEXAS
5411TH51DE !f -T WATER 7RANSMlSS10�1 MAIN
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SGAL,E iN FEEY
� Ha��Asso�iat�s
D.O,E. tt2608�ARCEL: 7�E4rAV0: 18023 auGus'r 200o TC��.DGN �"�'`�"~"'�'""`"'"'��""�'�
EXHIBiT "A"
Southside II W�t�� Tra�snnission 1Vlain Contract 3
PARCEL #�
DQE # �648
3829 Liviagston �ive.
� Lot g, Block �, WEISEI�TBERG�R ADDITIOI� #3
TEI�PDRARY COI�TSTRUCT�OI�1 EkiSE1VIEllTT
THAT I/WE, Rogelio � iViary Tapia, hereinafter refer�ed to as "Grantor" fop and in
consideYation of One Dollar ($1.00) and other valuable cansideration paid by �he City �£
Fort Wo�th, a mvnicipal co�po�ation of Tan°ant Coimty, Texas �eceipt of which is hereby
acknawledged, do grant, bazgain and canvey unta said City, its succ�ssors and assigns,
the eise and passage in, avep, acfoss, b�low and along the following paYcel or teact of land
situated in Tarrant County, Texas, in accardance with the plat here�o attached., to-wit:
�EE AiTACHED E�IT
It is fiuiher agre�d and understood that the City of Fart Worth will be pe�mitted the use of
the above described strip af �and fop the purpose of the constr�ction, maintenance anc�
repair of a�'ater Tr�nsmission �Iain. An ingress and egress easement shall b� g�anted
in oPder that access may be gained ta the above described T�mporafy Construction
Eas�men�
TO HAVE AND TO HOLD the ab�ve described premises, togethep with, ail and
singulaY, the rights and ap}�ur�t�nances ther�to in anywise belonging, unto the said City of
I _ Fort Warth, its �vccessat� and assigns, forev��. And Uwe do hereby bind
- myselflouYselves, mylou�° heirs, successors, and assigas, to w�t and farever defend, all
and siagular, the said ppemises unto the said City of FoYt Worth, its successofs and
assigns, against every pe�on whamsoever lawfully claiming or to clai.m the same or any
part therea£
It is intended by these presents to caavey a right-of way to the said City af Fo�rt Worth to
maintaln, con�truct and r�epa.if the ab�ve desc�ibed i.mprovernen�s, with the �sua� �ig�.ts of
ing�ess and egress in the ne�essary use af such right of way, in aud along said premises.
The City of Fort Wo�h agrees that in the event any of the existing improvements located
w'sth the described Temporaxy Cons�t�tion Easement, are damaged hy #he City
constr°uctian c�ew or by the contzactor responsible fo� the Southside II W�teY
Trrar�smission I�� Cont�act �, the City will repau° the damage to a condition
compa�able t� when const�uction b�gan. .
Il�T �'TI�TESS WH�REOT, GYantors have caused this inst�rument to be executed on this
the ,2 3 day of S e�,��� b� 1� , 20 c� o.
�� � ��
owne (s) •
�
Owner(s}
TCES.J�
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EXHIBIT "A"
�v.
10`TEMPORARY CONSTRUCTION EASEMENT
- BL�CK 2 LOT 8
WEISENBERGER A�DlT10N NOo 3
an addifiio� to the
C1TY OF FORT WORTH, TA�tRA�VT COUNiY, �EXAS
AS RECORDED �N VOLUME 12941, PAGE �088
DEED RECORD5 OF TARRANT CQUN7Y,TEXAS
` SOUTH5ID� II �� WATER Tl�ANSMI55lON MAkN
D;0^E. #2608�PARCEL: iC�5 f AV�; 18023� AUGuST z000 T TCE5.�GN
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0 IS 30
SCALE IN FEET
- �� Ha.iff Associat�s
�-' l�fOd.�foetECfi.lEW�NR.R�•�
Southside II Water Transmission Main Contrac� 3
PARCEL #6
DOE # �GO�
3833 Li�ingston Ave.
Lot 9, Black 2, Wei�senberger Addition #3
TEMPORARY CONSTRUCTION EASEMEI�IT
THAT �IWE, .Dewa�r�e Haynes, hereinafter referred to as "Grantor" ior and in
consideration of One Dollar ($1.40) and other valuable eonsideration paid by the City of
Fort WDrth, a municipal corporation of Tarrant County, Texas receipt of whic�a is hereby
acknowledged, do grant, bargain and con�ey unto said City, its successors and assigns,
the use and passage in, over, across, below and a.long the following parcel or tract of land
situated in Tarrant County, Texas, in accordance with the pIat hereto attached, to-wit:
SEE ATTACHED EXHII3IT
It is further agreed and. understood that the City of Fort Worth will be perrnitted the use of
the above described strip of 1and far ttie purpase of the construction, maintenance and
repair of a Water Transmission Main. An ingress and egress ea.sem�nt shall be granted
in order that access may �e gained to the above described Temporary Constructian
Easement.
TO HAVE AND TO HOLD the above described prernises, together with, a11 and
singular, the rights and appurtenances thereto irn anywise belonging, untQ the said City of
' . Fort Wox�tk�., its successors and assigns, %rever. And Uwe do hereby bind
-._. myselflourseives, my/our heus, successors, and assigns, to warrant and forever defend, all
and singulaz, the said gremises unto the said Ciry af Fart Wart�, its successars and
� assigns, against e�ery person whamsoever ZawfuIly claiming or to elaim the same or any
� part thereof.
It zs intend�d by these presents ko convey a right-of way to the said City of Fart Worth to
maintain, canstruct and repair the above described improvements, with the usual rights af
ingress and egress in the necessary use of such righ�-of-way, in and a.long saFd premises.
T't�e Cit}r of Fort Worth agrees that in the event any of the existing impror�em�nts loca�ed
with the described Temparary Canstruct�on Easament, are damaged by the City
construc�ion crew or by the eontractor responsible for the Sauthside �I Water
Transmission M�in Contract 3, the City wilI repair the damage ta a condi�taon
comparable to when constructian hegan.
II�1 WITATESS WHEREOF Gr tors �h,a �e caused this instrument to be executed on this
the �_ day of �.,� � � 'C�" , 20 � �. ..
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Owner(s}
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EXHIBIT iiA"
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10` TEMPORARY CONSTRUCTION EASEMENT
BLOCK� 2 LOT 9
WElSENBERGER ADDlT14N N0� 3
, an addition �o the
C17Y OF FORT W�R�H, TARftANT CC�UNTY, TEXAS
���` AS RECORDED IN VOLUME �]930� PAG� 1907
DEED RECOR�S OF TARRA�VT C4LJ�fTY, TEXAS
� SOl1TH511]E Il WA7ER TRANSMISSION MA1N
p.O.E. tt2608I�'A���L: TCE� � AVO: 18023 Aucusr 2000 � TCES.DGN
N
0 15 30
5CALE lN FEET
� Halff Associates
� .�..�.R.�.�.,,.�..�,�
� ��ontT�side II �Water ir�Hsmissioe I�aia ContYaci 3
PARCEL #�'�
D�E # �6U8
�.- .
3�37 Livingstoa Ave.
� Lot 10, Block �, �WEI�EI�CBERGER ADDTTIOI� #3
!. �/�� I _S_i. t . + � _ �S , .� _ U.� . �!7
THAT I/WE, Paui Hgynes, herreinafte� refe�red ta as "Granta�" fof and in consideration
of One Dollar {$1.00) and otheY valuable consideration paid by the City of Fort Worth, a
municipal carporation of Ta�ant County, Texas peceipt af which is hereby
acknow�edged, do grant, bazgain and convey unto said City, its suecessors and assigps,
the use and passage in, o�er, across, below and alang the following parcel or tr�act o�' land
situated in Tar�ant County, Texas, in accardance with thE �lat b.ereta attached, to-wit:
SEE A.TTACHED E�HISIT
It is fur�heP agrreed and undePstood that the Cify of Fa�t Wo�th will be permi.tted the use of
_� the above d�scribed s�nip of land £or the purpose af the caz�struction, mai�atenance and
repai� of a�ate� Tr�a�s�issiaa A�I�in. An ingress and egress easement s3�all be gpanted
� in ofder that access may be gained #o the above described Temporary Const�uctian
f . Easement
TO I3AVE �PTD TO HOI�D the a�ve desc�ibed premises, togetherr with, all and
. sin�a�, the rights and ap�u�nances the��eto in anywise belonging, uato the said City of
� . Farrt Wo�h, its successors and assigns, for�ever. And I/we do hereby bind
� - myseIf/ourselves, my/our heirs, successors, and assigns, to warrant and forever de%nd, all
and singular, the said premises unta the said City of For� Wo�ch, its successo� and
�� assigns, against eveYy pe�son whomsoever lawfully cla,iming or to claim the sazne or any
part thereaf.
Tt is intended by these presents to convey a right�of-way to the said City of Fo�t Wo�th to
maintain, consteuct ar�d repair the above descr�bed improvements, with th� usual right� o�
ing�ess and egress in the necessary use of such right-of way, in and alang said premises.
The Ci�y af Fort Worth agi°ees that in th� �vent azzy of th� existing improvemeuts loca±e�
with the described Tempo� Constn�ction Easement, are damaged by the City
co�strtzction craw or by the contractor responsible for the Southside II Watep
Transmission I�ain Contract 3, the City will repai� the damage ta a condition
comparable to when constrruction began.
IN WITI�TESS VYHEREOF, Grantors have causea this instrument to be executed on this
the � day of �- �-;? � �= 24 0=?
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Owner(s} ✓
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EXHIBIT "A"
' 10'TEMPORARY C�NSTRUCTION EASEMENT
,
-- BLOCK 2 LOT 10
WEISENBERGER ADDITION NOa 3
an addition to the
CITY OF FORT WOFtTH, TARRANT COUNTY, TEXAS
� AS RECORDED IN VOLLJME 374�, PAGE 39
�LAT RECORDS OF TARRANT COIJN`fY, TEXAS
N
0 15 3D
SGALE lN FEET
_ � S4uTH51D� II _� _ WATER TRAf�5M15StQN MAiN � � �����SOE1�.tfrS
q.O.E. �2608TPARCEL: TCE7I AVO: ��az�l A�c�,sT z000 � TCE7.DGN "�'`°°�"'"�"'`"�"''"`�`
Southside �.i Water Transmission Main Confract 3
PARGEL #S
DOE # 2G0$
'� 3815 Livingston Ave.
Lot 11, Blo�k Z, WEISEI�BER�ER ADDITXON #3
TE�YiPORA.�tY C4NSTRUCTI01�1 EASEMENT
THA'T IIWE, 1V�ary �ane Bruncr, hereinafter re�erred to as "Cnantor'° £or and in
consideration of One Dallar ($1.4D) and other valuable cansideration gaid by the City of
Fort Warth, a municipal corparation vf Ta�rrant County, Te�s z�ceipt oi whick� is hereby
acknowledged„ do grant, harga�.0 and convey unta said City, its successars and assigns,
the use and passage in, aver, across, b�low and along the following parcel ar tract of land
siivated in Tanrant Caunty, Texas, in accordance with the piat hereto attached, to-wit:
S�E ATTACHED E�IT
It is �urther agreed and ur�derstood that the City of Fort Worth will be permitted the use of
the above described strip af Iand for the putpose of the const�ction, mai,ntenance azad
repair of a Water Transmission Main. .A�u ingress and egress easement shall be granted
in arder that access may be gained to the abc�ve described Temporary Consirt�ctian
Ea�ement.
TO HAVE AND TU HOLD the above described pr�mises, together with, all and
; singular, the rights and appurtenances thereEo in anywise belor�ging, unio the said City af
.- Fort i�iToz�h, its successors and assigns, forever. And �/�e do hereby bind
myse�f/owrselves, mylaur hears, s�ccessors, and assigns, to wa.rrant and f�arever defend, all
� and singular, the said premises unto the said City oi Fort Worth, its successars and
� ' assigns, agaiaast every persan whamsoever lawfully elaiming or to claun the saxne or any
� � � paPt therea�.
It is intended by these p�resents to caz�vey a right-oi way to the sa.id City of Fort Worth tc7
maintain, �onstruct and repair the above descrihed impravements, with the eisual rights oi
ingress a.nd egress in the necessary use of such right�of way, in and along said premises.
The Czty of F�rt Worth a�rees tha.t in the event any of the existing improvements lacated
wi� the described Tempor�ty Construction Easement, aze damaged by ihe City
canstructian crew ar by the conttactor responsible for the Southside II Water
Transmissian Main Co�tract 3, the City will repair the damage to a eondition
er�mparabl� to when constructian began.
IIi� WITI�IESS REOF, Grantors bave caused tlus inst.rciment to be executed an this
th� day ofv�iYY�l,i' � � . 20�4 .
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EXHIBIT "A"
;` �r
10` TEM�QRARY CQNSTRUCTiON EASEMENT
� BLOCK 2 �.OT 11
WE{SENBERGER ADDiTlON I�On 3
an addi�-ion to the
`� CITY OF FORT WQR7H, TARRANT COLfNT"Y, TEKAS
��-
� AS R�CQ�DED iN VQLllM� 13�34, PAGE 67
DEE(7 REGORDS OF iARRA�[T COUNTY. T�XAS
� SOuiH51aE II ^� � WAT�R TRANSMISSiON MAlN
D.O.E. �2508�F'ARCEL. TCE81 AVO: 18Q23I Au�usT 2000 �� ^ TCEg�pGf�
�
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0 l5 3D
SCALE UU FEE7
� � Ha.Iff Associates
� �� ¢coa.�ra.a�.,rn.w�.-�
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�_ .
Southsidc L� Water �'ransmission IYlain Contract 3
PARCEL #9
DOE # �6U8
3��� Livaangston Ave.
Lat 12 ,$�ock 2, WEISENBERGER ADDTI'ION #3
TEMPORARY C�NSTRUCTIOl�d EASE1HLEl�T
'FH�!'� UWE, K�vin D. Etu�, Loretta �imptan, hereinafter refened to as "Grantor" far .
and i.n canszderatian of 4ne Dollar ($1.0�) and o�er vaivable consideration paxd by the
City af Fort Worth, a municipal corporation of Tarrant County, Texas receipt o£which is
hereby� acknowledged, do grant, bazgain and convey untv said City, its successors and
assigns, t.he use and passage in, aver, across, below and alang th� fallowing parcel or
tract of land 5A�ll3tEC� in Tarrant Caunty, Texas, in accordance with the plat hereto
attach�d, topwit:
S�� �TT�.►C�ED E.�L�BIT
It is further agreed and understaod that the Czty vf Fort Worth �ll be permitted the use of
the above described strip of land fo� t�e pt�rpose o� the constructian, maintenance and
repair of a Water Tx�ansmission Niain. An ingress and egress easement sha�l be granted
in order that access may 6e gained to the above described Tem�orary Co�struc�ian
Fasement.
� TO �VE AI�TD TU �IQLD the above descz•ibed premis�s, together with, all and
- singulaP, the rights and appurtenances thereto in anywise belonging, unto the said City of
. Fort Vf�oz�th, its S11CC�5502'S and assig�s, farever. And Uwe do hereby bind
� m�+self/a�rselves, mylour heus, successors, and assigns, to warrant and foiever defend, ail
and singular, the said premises unto the said City of Fart Worth, its successors and
�� assigns, agaznst e�ery person whomsoever lawfully claiming or to claim the same or any
, part thereof.
It is intended by these presents to canvey a right-of way to the said City of Foz� Worth ta
. mai.nt�vn, construct and repair th� above described improvements, with the usual rights of
iagress and egress in. the necessary use of such right�of-way, in and along said premises.
The Czty of Fort Worth agrees that in the event any af the existi.ug improvements located
with �lie described Temporazy Construction F�sement, are damaged b� th� City
constructian crew or by the contractoz responsible fox the Southside II �'ater
Transmissioa Main Cantract �, the City wiil repair the damage to a condition
camparable to w�en constructaon began,
�� r
Y1�1 WYTI�TESS WHE� F, Grantozs have caused this instrument to be executed on this
the� day of I/�C e,rr�}�r� �' , 20 G•C� .
�
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��STRUCTa01�
EASEM�NT---1
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14' TEMPORARY CONSTRUCTl�N EASEMENT
BLOCK 2 LOT 12
WEISENBERGER ADDITION NQa 3
an adclifiion fio fihe
Cl7Y OF FORT WORT�, TARRANT CDI�NTY, TEXAS
A5 RECORDED lN VOLUME 12703. PAGE 23i2
DE£D �tECORDS 0� �ARRA�T COl1NTY. TEXAS �
� � SOl1THSiQE !1 WATER �RANSMlSSION MAIN `_
p.O.E. #2608 PARCEL: TCE9�AVD: 18023� A��usr��2oo0 � TCE9.DGN
p 15 34
SCALE !N FEET
� Halff Associai�s
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Sonthsidc II Watcr Txansmission h'Iain Conteact 3
PARCEL #10
DOE # 2608
r ' � 3549 Livi�gstan Ave.
Lots 13 & 14, Block a, 't'�EISENBERGER ADDITI.ON #3
TEMPORARY CO�ISTRUCTI�I�T EASEMENi'
THA'� UWE, Rager D. Etiix Vera �'. Riley, hereanafter referred to as "Grantor" far and
in considerat�on of One Dollar ($1.40) and ather valuable consideration paid by the City
of Fart Worth, a muni.cipal corporatian of Tarrant County, Texas rec�ipt a� which is
hereby a�knowiedged, do grant, bar�gain and convey unto said City, its successors and
aS5i�I15, the use and passage zn, o�er, across, belaw and along the following parcel or
tr�.ct of land situated in TarYant County, Texas, in accordance with the plat hereto
attached, to-wit:
SEE ATTAC`I�D� E�IT
It is fi�rfhe� agreed and understoad that the City of Fart Warth wi�Il be pernutted the use of
the abave described strip of land �oY the .puzpose of the con,�tructzon, maiuteuance aa�d
repair af a Wa#er Transmissioa Main. .4,n ingress and egress easement shall be grau#ed
in order that access may be gained to the aba�ve described Temporary Canstntction
Easemen�
, TO IiAVE A,ND TO HOLD Yhe above described premises, together with, alI and
--. sing�laz, the rights and appurtenances #hereto in an�►wi.se belonging, unto the said City of
Fort Worth, its su�cessors and asszgns, farever. And Uwe do hereby �ind
myselflaurselv�:s, mylour heirs, successars, arid assigns, to wanant an� fozever defend, all
and s�gerlar, th� said premises unto the s�id City of Fort Worth, 1tS SlICC�550i5 �d
assigns, against every person whomsoever lawfully c�aiming or to claim the same or any
part thereaf.
It is intended by these pres�nts to convey a right-of-way to the said City of For� Worth to
maintain, construct and repazr the above described improvements, with the usual rights a�
ingress and egress in the necessary use af such right af-way, in and along said gre�r�ises.
;� The City of Fart Worth agrees that in the event any of �lie existing improvements located
with the described '�emparary Cansteuct��n Easement, are daznaged by the City
: construction erew az by the contractor responsible for the Southside II W�ter
' Tr�ansmission 1Y1ai�n Cflniract 3, the City will repair the damage to �a condi�ion
comparable ta when constructian began.
Il�II �T1�IESS WHEREOF, Crrantars have caused tt�is iuistru�nent to be executed on this
the �� day af l— � c� L7� , 2Q �.
�: �
TCElO.DOC
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EXHIBIT "A"
1Q'TEMPORARY CONSTRUCTION EASEMENT
BLOCK 2����.OTS 13 & 1 q
�
4-+ �y
WEISENBERGER AQDITION NOe 3
an addition 1-o the
CITY OF FORT WQRiH, TARRANi COl1NTY, T�XAS
A5 RECORDEQ !N VOLUME 1Q350, PAGE 5l3
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DEED RECORDS OF TARRANT COUNTY,7EXAS
D.O.�. �2608�PARCE�L� 7GE10 AVQ: 1802 ��,��R TTR�A�NS� ISSIOCE OADGI� �� ��ffAssocia�es
Sauthsidc II Water Transmission Main Contract 3
PARCEL #11
� DO� # 2608
s
f`�' 3901 Livings#oa Ave.
Lot 15, Black Z, WETSENBERGER .ADDrTI4Ri #3
TEMPQRARY C4I�STRUCTIOPI EASEN�NT
THAT I/W�, Andrew E. Wallace, Est., hereinafter referred io as "G.rantor" for and in
cansideration o£ �ne Dol�a� {$1.Ob) and oiher valuable consideration paid by the City of
Fo�t Worth, a municipal carporation of Tarrant County, Texas receipt of wluch is hereby
acknowledged, do grant, bargain and convey unto said City, its successors and assigns,
the use and passage in, over, across, below and a�ong the fvllowing parcel or tract of land
siivated in Tarrant County, Texas, in accordarice with the plat hereto attached, to-wit:
S�E ATTAC,HED E7�HIBIT
Tt is further agreed and understood ihat the City of Fart Warth wili be permitted the use o�
the above described strip of land far the pwrpose of the constructio�, maintenance and
repaig.of a Water Transmission Nlain. An ingress and egress easement shall be granted
in order that access may be gain�d to the above described Temporary Construc�ion
Easement
:�="r, TO H�VE A1�ID TO HOLD the above described premises, together wifh, all and
�`�'� singulaz, the rights and appurtenances #hereto in anywise belonging, unta the said City of
Fort Woxth, i�s successors and assigns, forever. And i/we do hereby bind
mysel�lourselves, mylour heirs, successoxs, and assigns, to warra.nt and forevex defend, all
and singular, the said premises unto the said City of Fort Woz�th? 1t.S SUCCCSSDiS aIId
assigns, against every persan whamsoever law�ally c2a,iming or ta claim the same or any
part t�ereof.
It is intended by these preseuts to cQnvey a right-of way to the said Ciiy of Fort Worth ta
maintaiu, eonstruct and repair the ai�o�e described impxovemen�s, w7ith the usual rights of
ingress and egress in the n,ecessary use of s�ch right-of-way, in and along said premises.
The City of Fart Worth agrees that in the event any of the existing improvements located
vuith the described Temporary Consbniction Easeaient, az� damaged by the �City
construction crew or by the eontractor responsible far the Sauthside �I Water
T�ansmissio,u Main Cantract 3, the City wi,ll repazr the daznage to a cond.itzon
comparable to when cons�zuction began.
II'�i SS WI� OF, Grantnrs have caused #h.is instrument to be exeeuted on #his
the y af �. 24 �.
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• ��
Qwner(s}
TCEI 1„DO�C
Southside II Water Transmission Main Contract 3
PARCEL #12
DOE # �60�
_ .- , 390� Livingston Av�nue
Lot 16, Blocl� �, WEISENSERGER ADDITION #3
TEMPORARY CONSTRUCTi4N EASEMENT
THAT UWE, Pa�iz & I�hosrow Yazhari, i�ereinafter refened to as "Grantor" for and
in considerakion af One Do�lar ($1.00) and other valuable consideration paid by the City
of Fort Worth, a municipal carparatior� of Tarrant County, Texas receipt o� which is
hereby acknowledged, do grant, bargair� and convey unto said City, its successars and
assigns, the use and passage in, over, across, below and along the faIlowzn:g parcel ar tract
of land situated in Tarrant County, Texas, in accordance with the plat hereto attached, to-
wit:
�EE ATTACHED EXffiB�T
It is furth�r agreed and understood that the City of Fort Worth wz�l be perntitted the use of
the above described strip of land for the p�rpose af the constx�ucti�n, maintenance and
repair of a Water Transmission Ma�in, An ingress and egres� easement shall be granted
in ordec that access may b� gained to the above descri�ed Temgorary Construction
Easement.
, TO HAVE AIVD TO HOLD the above described premises, together with, all and
• singula�r, the r�ghts and appurtenances thereto in anywise belonging, unto tl�e said City of
�-� Fort Worth, It5 successors and assigns, fore�er. And T/we do hereby bind
• rnyselflourselves, my/our hairs, successors, and assigns, to warrant and forever defend, all
: and singulaz, the said premises unto the said City of Fort Worth, its successors and
assigns, ag�inst ev�ry person whomsoever Iawfully c�aiming or tc clairn ttre same or any
part thereof.
It is intended by these presents to cvn�ey a right-of-way to the said City of Fort Worth to
� maintain, constnict and repai�r the above described improvements, with ths nsual rights of
ingress and egress in the necessary use of st�ch right-af-way, in and along said premises.
'� The City af Fort Worth agrees that in the event any of the existing improvements Iocated
' with �e described Temporary Canstructian Easement, are damaged by the City
construction crew or by the contractar responsiblE for the Sauths�de II Wate�
` � Transmissian Main Contract 3, the City will repair the damage to a condition
� comparable to when constivction hegan.
Ii� VVIT�iI`ESS WHEREOF, Crrantars have caused this instrument to be executed on this
the day af � 2d —•
� �r'� �'7 G i ,� Co �� Cx- r'G % �
Owner(s)
�:..:
Owner(s)
TCE 12.DOC
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_, i , ,-� CON5TRlJCTION Qe� �,ay� 3,� % / ;'' �
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EXHIBIT "A"
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10` TEMPORARY CONSTRUCTI�N EASEMENT
BL4CK 2 -LOT 16
WEISENBERGER ADDITION NOe 3
an addi�t�on ta the
C17Y OF FORT WORTH, TQ�tRANT COLJNTY, �EXAS
[�.�. A5 R�CORDE� IN VOLUME 14180, PAGE 117
DEED RECORDS OF 7ARRANT CflllNTY,TEXAS
SOUTHSIDE It WATER 7RANSMISSION MAIN
D.O.E. #2608� PARCELr TCE12 AVO: 18023� AucusT z000 � TCE12.dGN
N
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SCAL� iN FEET
�Hal.ff 1�sso�iates
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Southside II Water Transmission Mau� Contract 3
PARCEL #14
DO� # 2G08
3913 Livingston Avenue
Lot x8, Block �,'V4'EISENBERGER ADDI�TION #3
TEMPORARY CONSTRUCT�ON �AS�M�NT
TH,�iT UWE, A, E. Wailace, Es� hereinafter refened to as "Grantor" for and in
consideration of One DolIar ($�.�4) and oCher valuable consideratior� paid by the City of
Fort V4'arth, a municipal corporation of Tarrant County, Texas receipt of which is hereby
acknowledged, do grant, bargain and convey untn said City, its successors and assigns,
tl-�e use aiYd passa�e in, over, across, below and along the foilowing parcel or �ract of Iand
situated in Tarrant County, Texas, in accordance with tY�e plat hereta attached, to-wi�:
SEE ATTACHED EXHxBIT
It is further agreed and understood that ttze City of Fort Worth wili be pemutted the use ot
the above described stri� of land for the puzpose of the c4nstruction, maintenac�►ce and
repair of a Water Transmission N�ain. An in�ress and egress easement shall be granted
in arder that access may be gained ta the above described Temporary Cortstruction
Easemenc.
� � �
TO �iAVE AND TO HOLD the abave described premi.s�s, together with, all and
. singular, the riphts and appurtenances thereto in anyvaise belanging, unto the said City af
._ Fort Worth, its successors and assigns, f�rever. And uwe do hereby bind
myself/ourselves, mylour heirs, successars, and assig�s, to warrant and forev�er defend, a17
and singulaz, the said premises unto the said �ity of Fort �N'orth, its successors and
assigns, against every person whomsoever lawfuily cla.iming or to claim the same or any
,pazt thereof.
It is intended by these presents to convey a right-of-way to the said City af Fort Worth to
maintazn, construct and repair the above described improvements, with thc usual righcs of
ingress and egress in the necess�ry use o€ such right-af way, in and along said premises.
,
��
The City of �ort Worth a;rees that in the event any of the existina impraverr�ents located
with the described Temporary Constructifln Easemant, aze damaged by the City
construction crew or by the cont�actar responsibl� for the Soufhside II Water
Transmission Main Contract 3, the City will xegair �he darr�age ta a condition
comparable ta when canstruction began.
uv wxT�ss w� F, c
the �1 ay �F „
TCE �a.Dac
rantars have cau5ed this instrument to �e executed on this
, 24 b,�. . .
' Own {s} �
f]wner(s)
' Sou�liside �I VL'ater Transrnission Main Coniract 3
• ' PA.RCEL #�9
DOE # ZG08
: --,�� 39Ii Livingston Avenue
� Lot 19, Block 2, WEISENBERGER ADDITION #3
TEMPO►RARY CON5TRUCTION EASENf�NT
T$AT I/W�, A. E. Wallac� l�ereinafter referred to as "Grantc�r" fflr and in
consideration af One Dallar {$1.00) and otller valuable eonsideration paid by the City of
Fort Worth, a municipal corparatian at Tarrant County, Texas receipt of which is hereby
acknowledged, do grant, bargain and canvey unto said City, its successors and assigrts,
the use and �assage in, overr BCFOSS+ below and along the fallowing parcel or tract of land
situated in Tarrant County, Texas, in accordance with tlle p�at hereta attaci�ed, to-wit:
SEE ATTACHED EXHTI3IT
It is further agreed and understood that the Cify of Fort Worth will be permitted the r�se of
the above described strip af land for the purpose of the cor�structson, maintenance a�d
repair of a Water Transrnission Main. An ingress and egress easement shall be gcanted
in order that access may be gained ta thc abav� described Temparary Construction
Easement.
�
�� TO �AVE AND TO �iOLD the above described premises, together with, al1 and
. singular, the rzg�Zts azid appurtenances theteta in anywise belonging, unto the said City of
� I �� Fort Wortk�, it� successars az�d assi�ns, forev�r. And Uwe do her�by bind
� �`" myself/ourseives, my/ouc heirs, successars, and assigns, to warrant and forever defend, al!
ac�d sin�ular, the said premises uneo the said City of Fort Worth, its successor� and
� assigns, against every person whomsaever Iawfully claiming or to claim the same Qr any
part thereof.
i`. rt is intended by these presents to convey a right-af way to the said City of Fort Worth to
maintain, construct and repai.x the abo�e described improvements, wit.f� the usual rights of
�' ingress ar�d egress in the necessary use of such �ight-af-way, in and along said premises.
��
The City of Fort Worth agrees that in the event any of the existin� imgrovements Iocated
j wi�h the described Temporary Construction Easement, are damaged by the City
�� canstruction crew or by the contractor responsible for the Soutih5ide TI Water
a Transmission Mai� Contract 3, the City will repair the damage to a cond'stion
� comparable to when construction began.
�l�i W�T�iESS WH +REOT, Gratttars have caused �his instr�ment ta be executed on this
` ' khe ��day of �: , 20�. , -
�
� • Ow r(s) �
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Owner(s)
TCE 15.DOC
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EXHIBIT "q"
10`TEMPORARY CONSTRUCTlON EASEMENT
BLOCK 2 LOTS 20 & 21
�
U�EISENBERGER ADDITION N0� 3
an addition to the
ClZY OF �ORT WORTH, �fARRAN7 CO�JNiY, TEXAS
AS RECORDED IN VOLUME 1744 , PAG� 39
D�ED RECORpS OF TARRANT COLJNTY� TEXAS
SOUTHSIDE II � WATER TRANSMISSIQN MAIN
- D.O.E: #2608�PARCE�: TCEi6�AV�: Z8Q23 AUGUST 2000 � TCEI6.RGN
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SCALE 1!� FEET
� Halff Asso�iates
� nwr.� . .o�u�c . x��on , nr.r.s . twn.r�
�outhsid� II Wa�er Transmissioa 1N�sin Contr�act 3
PARCEL #I7
DUE # 2GQ8
r�� 4UOU Livin�stan Ave.
..��
Lats �2 8� 23, Block �, WEISE1�iBERGER ADDITIOI�i #3
TEN�iPORARY C�1�iSTRUCTI01� EASEMENT
THA,T U'WE, BaYbara Ann Wilson, hereinafter referred to as "Grantor" fo� and in
consider�ation of One Dailaz {$1.44) and other vatuable considera�ion paid by the City► of
Fort Worth, a m�nicipal eorporation of Tat�ant County, Texas zeceipt of which is hereby
acknowl�dged, do grant, bargain and convey euito said City, its successaYs and assigns,
the use and passage in, o�er, across, below and aIong the following parcel aP tract of land
situated in Tarrant County, Texas, in accordance with the plat hereto attached, to�wit:
5EE ATTACHED EI�iT'
It is further agreed and undepstood that the City of Fort Wo�th will be pernutted the nse of
the above deseribed strip of land foz the purpfls� of the consteuction, maintenance and
repaiY of a Wate� T�°ansmi�sian 11�Yaia. An ingress anc� egress easement shail be granted
in order that access may be gained to the above describe� Temporary Cansteuction
Easemen�
TO H��JE .�iD TO HOLD the abave described ppemises, togethe� with, all and
singular, fhe rights and appr.utenances the�eto in anywise b�langing, unto the said City of
��-_ . Fort Worth, its S'IiCC�S50iS and assigns, forever. And I/we do hereby bind
' myself/ourselves, my/ou� heirs, successors, and assigns, Co wat�ant and forever defend, all
'' and singula�, th� said premises unto the said City of Fart Worth, i#s successa�rs and
'� aS51�f]S, against every persan whomsoever law�fully claiming ox to claim the same or any
part thereof.
�� It is intended by these pr�sents to convey a right�of way to the said City of FoPt Wopih to
.. maiatain, construct and repair the abave described improvements, �vi�h the usual �ights of
' ingress and egress in, the necessary use of suc� �ght-of way, in and along said pzemises.
�- The City af Fort Worth agzees t�aat in the ev�nt any of the cxis�an.g imppovements loca#ed
, wi#h the desc�ibed Tempara�y Cans�uction Easement, are damaged by tt�e Gity
epnstruction crew or by the contractor respvnsible fa� the Southside II dV�ter�
�' T�ansmission �i[ain Co�.tpact 3, the City will repa.ir the damage to a eondition
•, compa�able fo when construction began.
IleT WIZ`1�iES5 WHEREOF, GPantors have caused this instxument to be executed on ttus
the � � day af � , 20
Owner{s)
own�r(s}
,'
TCE 17.DOC
Southside II Watee Tr�ansmissian �Yai� Cantract 3
PA RCEL #�1 S
DOE # ZGO�
l rs �.
4141 Tow�rsend D�.
Lot 11, Black 8, Blaato�'s Addition
TEI�IPORARY COliSZ`RUCTI41� EASEIV�ENT
TH�T IIWE, Ped�o A. Herr�er�, hereinafter ref�ed to as "Grantor" for and in
consideration af One Dollar ($1.00) and other valuable cansideratian paid by the City of
Fo�t Wo�h, a municipal corporation of Tatrant County, Texas rec�ipt af which is hePeby
acl�awled�ed, do grant, bazgai.n aad convey unto said City, its successors and assigns,
the use and passage in, ove�, across, below and a�ong the fallawing parcel or tract of land
situated in Taaant County, Texas, in accardance with �he plat hereto attached, ta�wit:
SEE ATTACHED EX�IT
It is fiu�ther agreed and understood that the City af Fo� Wo�th will be peimitted the use of
the above described strip of larid fop the pu�pose of the constr��uctioza, maintenance and
repaix of a��ter� T�axrsffiissian �Isin. An. ingress and �gress ease�nent shall be �anted
in order that access may b� gained to the above desc�i� TemporaYy Constxuctian
Easement.
TQ H,�►V� AIVD TO HULD the ab�ve described p�emises, tagether witla, all aad
singular, the rights and appurtenances thereto in anywise belonging, uato the said City o�
Forrt Wo�kh, its snccessops and assi�ns, foreve�. �nd vwe do he�eby bind
� myself/ow�selves, my/our heirs, successors, and assigns, ta war�ant and fbreveP defend, all
and sin�ul'aP, the said premises unto the said City of Foft Worth, its successars and
assigns, against eve�y person whan�soev� lawfully c�aiming or to claim the same oY any
pa�t the�eof.
, It as intended by these presents ta convey a ri�ht�of way to the said City of Fort �Var,th ta
maintain, construct and �epair the ai�ve described improvements, with the usual rights of
' ingYess and e�ess in the necessa�y use of such right-of way, in and along said premises.
�,
The City of Fo�t Worth agrees that ia t�e event any of the existing imp�ovemeats lacated
with the described Tempo� Cansteuction Easemeat, a�e damaged by the City
`° constructian cYew op by the canfiracto� rrespansibls %r the Souihside II Wate�
. Tr��smissioa l�ain Contract 3, the City will repaa.r the damage to a condit�on
' COIri�?�1� t0 W�1�II CQriStrIlC�IOII ��aII. _
:. �
� Il�T �YITl`TESS WHEREOF, C�ran.tors have caysed this instrument to be executed on this
. , #he � day of � cL� �e� �,�` , 2Q �.
�� � -
Owner(s)
Ownez{s)
�rcE is.�oc
�
Southside II VVater Transmission M[ain Coniract 3
PARCEL #19
DOE # �60�
4I4� Townsend D�°.
� Lot 12, Block �, Blanto�'s Addition
�
TEI�PORARY C41i�TRUCT'�Og1 EASElYIEPd'T
THAT I/WE, M[elinda Sue Racl�w�ll , hereinafteP referred to as "Granto�" fop and in
considerati�n of One Dollar {$1.00) and other va.luable cansideration paid by the City of
Fort WoYth, a municipal cotporation af Tarrant Couaty, Texas seceipt of w�ich is hereby
acknowledged, do grant, bargain and convey unto said City, its successors and assigns,
the use and passage in, over, across, beiow and along the %llowing parcel o� tract of �and
situated izi Tanra�t County, Texas, in accordance with the plat her�to attached, to�wit:
SEE ATTACHED E�IT .
�
It is fuYtheY agreed and understood ihat the City of Fart Warth will be perm.itted the use of
the above described strip o� �and fo�e the purpose of the consdniction, ma.intenance a.nd
x�pair a� a Wate� Transmissian A�I�in. An ingeess and egress ease�nent shall be granted
in order that access may be gaiza,ed ta the above described Tempa�ary Coz�struction
Easemen�
T'O HA� A1�D TO HOLD the above described p�emises, together wi#h, all and
. singu�ar, the rights and appurtenances thereto ia.anyvv3se belanging, unto the said City of
Fo�t Worth, its successors and assigns, forever. A.nd Uwe do hepeby bind
��• myself/ourseives, my/aur heirs, successozs, and assigns, to warrant and forever defend, all
,. and singula�, the said ppemises unto the s�id City of Fort Warth, i�s successo�s and
� assigns, agau�sk every person whomsoever lawfiiliy claiming oY to claim the sazne or aay
' �arrt therea£ .
It is intended by these presents to convey a right�of way to #he said City of Fo�t Wo�h to
maintain, construct �d repaiY ths above dssc�ibed improvements, with the usual aghts of
ingress and egress in the n�cessary use of such riglrt4of way, in and along said premises.
The City af Fort Warth agrees that in the ev�nt aay of the existi�g improvemenfi.s �ocated
with the dsscribed Tempo�ary Co�structian Fasement, aze damaged by the City
� const�uction crew or by the contractor responsible for the Southside II Wate�
Transmission 1Vgain Contrae# 3, the City will xepair the �amage to a condition
compazabie to w�en co�ction b�gan,
; . A�T �NI'l ieiES� WHEREOF, G�antaps l�ave cau�sed this instrument to be executed on this
� the day of , 20 ..
Owner(s)
�v.,..
Owner(s)
TCE 19.IK�
i�
,�
r.
I
t 4
����II`�i��� �
�������S �1� �, � �
��o� 3
Railroad Permit
� �-
PF�il�l�� -199� �i� P������
� � � �. � � �� �
�,
.�, :
. . � �
�
��i
�
Octaber 17, 2000
Mr. Fred Ehia, P. E.
City of Ft. Warth, TX
Engineering Department
100D Throckmorton Street
Ft. Wort�, TX 7fi102-6311
�ear IV9r. Ehia:
CATELLUS
Enclosed please f�d o�e (9) fu�ly executed Ag�eement for your fle. l� �opy at
the ��e�ufied Agre�m�nfi mu�i be a�a�lable �apon reques� a� �he jab �i�e
�flor,wing auihorizaiior� to do fihe wv��, Please contact Roadmaster Richard B.
lnee, teiephone �8�7) 224-7n09, #ive (5} days in ad�arice af entry a�d �EF���
Y�l� DiC, CA�,� �-�OOo�33-189'f. If you need addi#ionai informa#ion please
con#act me at (972} 719-6150. �
a
Sincerely,
�l . ��
�
James A. Ba�i
s Ma�ager, Contracts
,
Enciosure
cc: The BNSF Railway Company
Richard �. Ince
S�Q Gres�am -
Cleburne, TX 7fi�31-2529 ��
I,
n, Trr T T Tc+ i r �� T n r�z'� ,�i.'kTT f`/lD D!"l'R GTTCIi\1
. �
�arm �ppro�ed
'� by VP-L�w►� . QO-2Q657
�1�� l�l�J� l..tG�PdS�
i1�15 LlC�NSE, made this 23rd day at August, 2000, subject #o the terms and car�diiior�s.
set forth herein, �between iHL �UR�,1PlGi0PL Pl��ib��N ,AN� �AIViA �� �iL�iIAY
CO���,P1Y, a Delaware corparation, its successors and assig�s, (hereinafter cailed "Licensor"),
party of the first pa�t, a�d C!'fY O� �DRT 1NORif�, (hereinafter, whether one or mare, cal�ed
"�ic�nse�"), party of the second part.
1�iTAl��S�T�, That the par�ies hereto for the cor�sideration herei�after expressed
covenant and agree as follows:
1. 5�b�ect �o the terms and condiitons hereinafter set forih, Licensnr grants a
nanexclusive license to Licensee for it andlor its cor�tractors to consiruct ar►d mainta�n one
{1} pipe line(s), 8 inches in cfiameter (hereinaft�r, wheiher one or more pipe lir�es, �alled tY�e
"PIPE L�NE"a, acToss or along the raii corrido� of Licensor at or near #he station af Fort
Warth, Caunty of Tarrant, State of Texas, Line Segment 75�0; Mile Post 340.88, the
lacation of the PIPE L1NE being more particularly shown upon the print hereto attached,
fVo. 'k-2'1798 dated OSI2712000, marked "�xhibit A" and made a part hereof,
2. TE�is agreement shal[ be effeciive ���"o�t' 1� ��D� _.
d .
3.. �.icensee shafl �se the P�P� �lNE soiely for carrying water and shalE nat use it to
carry any o#her cammo,dity or for any other purpase whatsoever.
4. �ieensee shal� pay Licensor as compensation far this license the sum �f iwfl
Thousand �ive Hundred and No1100 Doliars ($2,500.00). �
5. LEcansee snal�, at i#s awn cost and subject to the SUPBNk5E011 and control Qf
Licensars fi�ld engi�eer, locate andlor relocate, construct and maintain the PIPE LiN� in
� s�cF� a manner and of such rnaterial that it wiil not at any time be a source of danger to. ar
' �nterFerer�ce with th� presenk or future trac�s, roadbed ar rail corridor o# Lice�sar, or the
, I safe o�eration of its railroa�. When the PII�E LlNE is used for oil, aas, �etroleum prod�cts,
or ati�er flammabie or hiahlv �alatEls substa�ces under pressure, tF�e PIPE LINE shal� be
constructed, ir�sta�led and thereafter mair�tained in conformity with the plans and
specifications shown on print hereto attached, marked Exhibit B and made a part thereof.
�� If at any time Lic�nsee shall, in the j�dgment of Licensor, fail to pertorm properly its
, obligatia�s under this paragrap�, Licsnsor may, at its option, arrange for the perfo�mance
af such work as it de�ms necessary for the safe operation of its railroad, and in such event
Licensee agrees to pay, within �fteen (15} days after iaiil shal! have been rendered therefor,
t�e cosi so �ncurred by Licensor, b�t failure on the part af L�censo�r to perform the
obligatio�s o# ticense� shall not release �icensee fram liability hereunder for loss or
� damage occasioned tt�ereby. �icensee's emergency confact can be reached at (817} 87'i-
� •_,. 7854.
1 of fi
t
�
I �
,. 6. �.�censee shall reimburse Licensor far any expense incurred by Licensor far false
work to sup��rt,Licenso�'s tracks and for flagman to Protect its traffic durir�g installation and
- mainter�ance per�ads and for any and al1 other expense inc�rred i�y Licenso� on account of
th� P1P� LINE. (The current rate, subject to change without notice, fior fumishing of
Licenso�s Flagman is a minimum daily charge of $500.04, far the fi�st eight hours, or ar�y
part therea�, per day, with an hourly cMarge of $95.00 per hour for any time over eight
haurs pe� day).
i. Prior to any boring work or� or abaut any portiort of tf�e Premises, Licensee shall
exp�ore the propos�d locatian for sc�cfi� work with hand tools ta a c4ep#t� of at feast tt�r�ee (3}
f�et belaw the surfac� of the ground to determine whetE�er pipeEine(s) or other structur�s
exist below the surface, �rovided. however, that r� lieu af the foregoing, the Licensee sha�l
have the right to use suitable de#ection equipment or other generally accepted industry
�ractice e(�e. ., consulting w�th the Underground Services Associa#ian� ta d�termine the
existence ar ioeatiar� of pipeline{s) and other subsurtace structures prior to dr�Iling or
excavating with mechanized equipmer�t. ,
8. Prior to installation, fiv� (5j days advance rtofice must be given ta Licensor's
Roadmas#er at Clebume, TX,� tefephane (81�} 2247(}fl9.
9. (A) �XC��i' 14S S�i ��R`iW {N ���TION 9 (�}, �IC�NS�E SHALL
R����►S�, Ii���MIV�FY, AND H��D E�A�f'�L��� LIC�NSOR FOR �,LL �OS���,
�AI4����Sr �XP�NS�S, IA�JURL�S �R D�Aib �6 LIC�A�S��, IT� ��P��Y���,
���fVTS �Pl� ��Ni€��i���, A�IS�NG IN �,NY NYAR�Ni�� F�O� iH�
��R�OR1�AiVC� 8F ilil5 1�1C����IV9FN�, FXG�PT Y8 TH� �Xi�i�i PROX1lVA�i��Y
CAU��� �Y LIC�P�SQR'S Ci�B�S N�G�I���lG� i�R IPJ��idilgA��►� Ni15COMDU�T.
�tGE�I��� l�tlRibER 1�►C���S �@ ������, IN��f�lfdl�Y, �►N� bOL�
H��RRL�S.� �IC�N�91� ��f� A�� ���S�S, �AhAAf��S, �X��NS��, lNJURl�S, �R
��AiH i� APIY ��RSaiV, }[VC�I��lP�C �,10EI��OR, ��IG�3 Al�I�� 1N ANY iV�,�►hlNE�
���i11 ��� �VIV�7�RUb���1`�� ���tV��l�/'i�L✓�� lJ��� �7Yi� i � V� ��r"�'1�!"� �fC
P��S�NC� �F LIC�i�SE�'S PlP� LlN�', �XC�PY i� �TH� ����PlT R�SUL�IN�
SO��1�Y �'RQ[VY TF9� �l�f3LI��IV�� O� 4�1�l��U� lU➢1SC{�P1�UGT �F �,IC�NSOR.
� (�) VV1��N�Y�R ��Y �i'WPL9Y��, AG�t�i �� CONiRA��OR �F
- �fC�E+lS�� �R o4iV'Y �� �I��R1Sl��'S P�►Ri1�5 l9�A1�C�S Ao�'Y C�,AoiflJY FOR ��i�SC�Ii�1�L
. IMJURY �� D�AT�I ���►IP15i �.fCEfVS�R �VIiH[R3 iH� tVY�AlIfd� �� T}i� ��D�R�L,
�N11�L�Y���" �.IA�ILfil( �Ci, �i� l�NY �PPLl�ABl.� SA��i°Y ��T, (4� U.S.�. § �i
� �7. �EC�i.), ��R �°►fVY IR�C1��iV! ��4�1���, V91F��LLY �� lN P�Ri, �Y PR���Rilf,
�(�UfPt��RlY, �IXTU��S OR ��Al91TI��b ��l��A1GiNG �� O�, SU�J�CY i'� �H�
� �OAdi�9� O�' �lC�{V���, �R ��iN9S �I� {#������ ikAT H� O� 5H� I� I�N
�ANPLAYL � O� �1CI�NS�R Q€t iS FURYki��1F11G iH� BP��iI�NA� ��TlVlif�� �k�
, �.I�I�NS�}�, LIC�WSE� AC���� i� IN��BlYi�1�YY APD� b�L� bARi���SS LlC�iVSO�
��R �LL �QSS�S, �k��fAG��, C��TS �R �XP�IdS�S R�I.��T�D iCi �UCi� �l�lf�Y,
���KR��,6s7� �� �.f�i�l���f\�� J��L'A6�l��lti�+�.
1Q. lf at any time during the term hereof Licensor shafl desire to make any use of its rail
�.... c�rridor with whi�h the pipeline will in any way interfere, including ihe relocation o� existing
or the construction of new pipeiine(s) and other facilities in whicn i� shall have an inter�st,
�icensee sha11, at Licensee's own cast, with�n thirky (30j days after receiving writte� r��tic�
2 of s
, �
,_ from Licensor to such effect, make suc1� changes in #he pipeiine as in the �udgment af
Licensor may he necessary to avoid interFerence with the praposed use of its raii carridar.
11. (a} Lice�see shaEl, at its exper�se, procure and mair�iain throughout #he ferm of
t�is �icense a compr�C�ensive general farm af insurance cavering fiability, includir�g, but riot
limited to, Public Liability, Personal l�jury and Property Damage, as we�l as Contractual
Liability in the amau�t of $7,000,000 per occurrence and $2,000,�00 in the aggregate.
Such insurance shalf cantair� na exclusion with res�ect to rail corridor of L.ic�nsor in th�
care, custody or control of Licensee. �icensee's cor�tractc�rs sha�l alsa procure �nd rnainiain
the abave coverage when an Licensar's property. LIC�i��OR Al�� �Ai�l��US
14A�,PdA��14�1EA1'� CO��'O�iiON Si�ALL �� N,��ff�D AN A�DITI��IA� INSUI�€d.
(6} Ail risk insurance on the PiPE �1NE of the Licensee, or �icensvr's prope�ty
in l.icens�e's care, custody and cvntrol, shaCl contain a waiv�r ofi subragation of clai�ns
- against �icensor. Lice�see shall maintain Workers Com�ensation insurar�ce which shall
contain a waiver of subrogatian against Licensvr.
(c} All it�suranc� shall �e �lacec! wi#h ins�rar�ce companies licer�sed to do
busin�ss in the State in which the P{PE I�INE is �acated, with a currer�t Best's Insurance
G�icfe Rating oi B and Class X, or bettar. L.icensee shali provide L9censor in advarice of
said installa#ion a Certificate of ]nsurance evidencing such i�s�rance. lnsurance must
provide for cov�rage of incidents occurring with9n fifty (50} feet of a railroad track, and any
provision in the insura�ce poiicy to the cantrary must be specificalty deleted.
(d) A Railroad �rotective L�ability ins�ranc� p�licy issued in the name o#
Licensor with i'tmits of $2,00O,OOQ far badify injury and property damage per occurrence
wi#h an aggregate of $6,4�O,D00 must be provided when construc#ion work wili be
pertormed within fifty (5a) feei of Licensor's tracks, The t�olicv will remain �n force du�ina
the constnac#ion �hase of this oroiect and must be aravid�d n�ior to Licensor siunir�a this
license. -
(e) 1n lieu of providing a Railro�d Prvtective Liabilit�► .Insurance policy, Licensee
may parkicipaie in �.icensor's BI�nKet R�ilroad Protective �.iabiliky insurance P�licy aiv�il�bie
to L.ieensee or its eontractor. Tha limits of coverage are the same as above. The cost is
.� � $ano.oa.
� I e[ec� to participate in Licensor's Blanket Policy;
❑ i��lec� nat to participate in Licensor's �lanket PalEcy.
(fl The fumishing of insurance required by ihis Sectian shall 'sn no way limit ar
dimir�ish the liability or responsibiiity of �.icensee as provided under any S�ctior� o� this
License.
'i �. Upon written notice from Licenso�-, �.icensee agrees to assume the defense of �ny
lawsuit, ar other proceeding broughi against Licensor by any public 6ody, �ndividt�ai,
partnersh�p, corportion, flr ather iegal entity, relating to any matter cove�ed by this License
._, far which Licensae has a� obligation to ass�rn� liability for andfor save snd hald harmless
Licer�sor. Licensee shall pay ail the costs ir�cid�ni to such defense including, but nat limited
3oi6
to, attomeys' fees, investigatars' fees, �itigatiqn expenses, settfeme�t payments, and
amoUnts paid in,satisfactian of judgments. .
'�3. (a} Licensee shali cam�Ey with ail federal, state and �ocal enviranmentai laws
and r�gulations in its use of Licensor's rail corridor, including, but not limited ta, the
Resource ConseNatio� and Reca�ery Act, as amended (�ZCRA}, and the Compreher�sive
Er�vironmental Response, Compensatian, and Liability Act, as amended (CE�CL�4).
Licensee shall not maintair� a treatment, storage, transfer or disposal facility, ar
- u�dergrounc� storage tanl�, as defnec� by RCRA, on or under Licensor's raii carridor.
Licensee sha11 not �elease or suffer the release of oil or hazardo�s substances, as defiRed
by CERCLA, an Licensor's rail corrido�, Natwithstanding any other requirements in this
contract, Licensee assumes afl responsibility for the in�estigation and clea�up af such
release and shall ir�demnify and defe�d �.icensor and its agents far a11 casts ancf� claims,
including consulta�t and attamey fees, arising in any manne� otr# af such release ar
t,icensee's failure to comp�y with environmerttal laws, except to the extent such casts or
c�aims are proximately caused by Licertsor's gross negligence ar intentia�al misconduct.
(b) Lice�s�e shall give Licensor timeEy notice af any release, violatien of
enviro�rtzental laws or inspectivn or inquiry by go�emmental autho�it�es charg�d �with
enforcing e�viranmenkal [aws with respect to Licenso�'s rail corridor. Licensee alsa shal�
give Licensor timely notice of all measures undertaken by or on behalf of Licensee to
i�vestigate, remediate, respo�d ta or otherw�se cure such release or violation.
(c) !n the �vent that Licensar rec�iv�s notice f�om Licensee or othen+vise of a
release or vioiation of environmental laws which occurred or is occurring during the #erm of
t�is i.icense, Licensor may require Licensee, at Licensee's sote expense, to take timely
measures to inv�stigate, remediate, respond to or othervuise c�re such release ar violation.
14. If default shaEl be made in any of the cover�ants or agre�ments of �icensee
c�ntained in this document, ar in case of any as5ignment or transfer of this License by
aperat9on �f law, Licensor may, at its a�►tion, terminate this License by senring fi�e {5) days'
notice in writing upon Licensee; but any waiver by i,icensor of any default or defaults sha11
�ot canstitute a waiver of the right to terminate this Licer�se for any subsec}uent defauli or
def�uits, nor shali any such waiver i�ti any way affect Licensor's abifity to enforc� any
Section of #I�is License. Th� �emedy set forth ir� this 5ectia� shall be in addition to, a�d r�at
in [imitation of, �ny o#her remedies that Licensor may have at law or 9n equity.
15. �icensee shalE promptly pay and discharg� any and all lier�s arising out �of any
construction, afterations or repairs done, suffered a� pe�mitted tv be done by �icer�see or�
the PIPE LINE and sF�all indemr�ify Licensor against any lass, iiability or expense incurred
�y Licensor on account of such li�ns. Lic�nsor is here�y au#ho�i�ed to post any no#ices or
taCc� any ott�er action upon o� with respect to the PIPE LIN� that is ar may be permitted by
law to prevent the attachment of any such liens to �icenso�'s premises; pravided, however,
that failu�e of ��censar to ta�te any sucli action shall not reliev� License� of any abliga#ion
or liability under this Sectian or any other Se�#io� of this License.
16. In the case of evictivn of �icensee by anyone owr�ing or o�taining title #o the rail
,,_, comdor on whicf� ihe PIP� LIN� is located, ar the abandanment by l.icensor of said rail
corridor, Licensor shall not be liabl� to Licensee for any damage ofi any nature whatsoever
or to refunci a�ty paym�nt made by Lfcensee to Lic�nsor hereunder, except the
4of6
_ proportionate part of a�y recurring rentaf charge which may have been paid hereu�der in
advance.
17. Any notice to be given by either pa�ty snall be deemed to be properly served if
deposite� with the United States Postal 5e�rvice, or other accaptable maiii�g service,
postage prepaid, address�d to either party, at the addresses and departmer�t shown
beneath signature of the parties.
�- 18. In the event �hat �icensee consists af twa ar more parties, all the covenants and
agreemen#s oi Licensee herain contained shail be the jaint and several covenants and
agreements of such parties.
19. Any contractor or su�contractor p�rForming work on flr in connection with the PfPE
L.IN� shall far the purpas� of this license, ba conclusive{y desmed to be ths servant a�d
agent of �icensee acting on behalf and within the scope af such contractor's or
subcontractor's employment ivr �icensee.
20. f�either L�censee, nor th� h�irs, f�ga[ representatives, successors ar assigns of
�icensee, nor any subsaquent assignee, shail underlease or sublet t�e PIP� L1N� nor
assign or transf�r this License or any interest herein, without ti�e prior written conser�t and
approvai of Licensor.
Z1. It is understaod and agreed thai this License shall not be placed of pub�ic recvrd.
��. Ali the .cover�anis and provisions af this Licens� shall be bindir�g upo� the hei�s,
�egal repres�ntatives, s�ccessors and assagns of Licensee. No assignment by �icens�e
shall be bir�ding upo� Licensor without the writterr cfl�sent ofi Licensor in each instance.
23. AI) c{ues#ions conceming #h� interpretation or applica#ion of provi�ions of this
License shal[ be decided according to the Iaws of the Staie in which #he PIPE LINE is
lacated.
24. To the maximum e�c#ent passible, each pravisian of this �ic�nse shali iie in#erpreted
in such manner as ta be effective an� valid under applicable law, but if any provision �f this
License shal! be prohibited by, vr held to b� invalid under, a�piicable law, sucl� provisior�
shali be ineffecti�e solely to the sx#ent of such prohibitian ar invali�lity, an� this shall not
invalidate the remainder af suci� prov�sion or any vt�er provisian of this License.
25. 1'h� waiver by Licensor of the br�ach of any provision herein by Ucensee shaN in no
, way impair the r�ght vf Licensor to enforce that provision for any subsequent breach
thereof. .
2fi. Noiwithstanding �ny oiher provisions of this 1i�ense, Licensee shall camply with ali
stafutes, ordinances, rules, regulations, or�ers a�d decisions issued by any federal, state
ar local govemmenta! body or agency est�blished thereby relatir�g to Licensee's use of
Licensars premis�s h�revnder:
�__ 2e. This license is g#ven by Licensa� and accepted by Licensee upon the express
., conditiQn that the sam� may ba terminated at any time by either party upan thirty (30) days'
notice in writing to be served �po� the o#her party, stating t�erein ihe date that such
� af s
terminatian shalf take place, and #hat upan the terminatior� of this license in this or any
ather manner herein pravided, License�, upan demand of Licensar, shali abando� the use
af the PIPE LlNE and remove the same and rest�re tha rail co��idor nf Licensar, as near as
passibie, ta the sam� condition in which it was priar to the placing of #h� PIPE LINE
thereunder. In case Licensee shall fail to restore l.icensor's rail co�ridor wit#�in Ti�irty (30}
days after ihe e�F�cti�e date of terminafion, Licensar may praceed w�th such wor� at the
�xpense of �icensee. No terminatiar� hereof shalk release �.icensee fram any lia�ility or
o�ligation he�eu�der, whether of i�dernnity or otherwise, resulting from any acts, amissians
or �vents happening prior to the date the PiPE L1NE is removed and the rail cvrridar of
L.icensar restored as a6ove provided.
28. This License is the ful! and complete agreement between Licensar and Licensee
with respect ta ali matters �elating to lice�se on the Premises, and supersedes any and a!l
ather agreements be#ween #h� partiss t�ereta relating ta fic�rsse on the Premises.
Catetlus Management Corporation �s acting as agent for T"a Buriingta�t Northern Ar�d
Santa �e Railway Campany. ��
�H��I���, the par#ies have executed this agreemen# in dupiicate the day and year first
abave wri#ten.
YH� �UR�1NGiON fVORT°Wg�R! �eR� S�Idi'A �� �Rf��lAY
��1VVP�MY
By: Catellus Management Corporation
its Attomey in Fa�t
4545 Fuiler Drive, Sui#e 1�5
/~kvi�►�, TX 7��38
�y: C � A . ,� ��
� Jarr�e A. BaU, Manager Cantracts
��iv �� �o�i �+o�i�
1 QO�D �'hrockmartar� �
�'ort Wo�t Ye�cas 7 1
�
�y:
r
/l ,F� ,
rt��: �; �
�.�..y_ �
6 of 6
� ,
� �. i .�
� Il 1I �
��H���T A �
ATiACH�� �0 CON�RACT B�iWEEN .
�.�. � -
iH� �URLINGT�N N�RiH�f�N AN� SAN�'A �� RAiLWAY� �OM�'�►NY��,; �
.AiVD � ' . : �
�` CITY OF �F�RT VII�RTH �. .
� � FORi 1�OR�H, iEXAS
�SCALE: � IN.�4�� FT.
T�XAS piV.
��ORT WORTH SUBD IV. L. S. 7500
�' DATg 0�/27/2000
������� ��
� '��
� PROPERTY �� �
'� . �
.�.,.�,�� a . .
� - � . � _ � "�,a�a .���
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�� � �`����
TO CLE � :�� _ '
T Z "� _ ,
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.�'�' ����
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�r _ ..
i' � �� � �
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�1
` �I CAFtR I ER
P1PE
L� SiZC: �y�r
CQNTENTS: WAT .R
�-�PIP� �IATERIAL: P <
SP�C[FICATI�N ! GRA�;�: "
� WAE.L �'�iCKNESS: �,5�
C�ATING: "
. I�..,JENTS: NI�MBER — S1ZE� �
I
��t �y ��,
1
Qq��7�#i�� �EJ�` �i �{� �
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T��� .�461ge��� �u�+,��9'i�?
� � � »������ �
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� � .� i°� 1-� �� � � �.eb �
�.� �-+�a�+' �� �, �����
' ' :
D�SCRIPTI�N 4F PIPELfNE
PIF�LIN� Sli4�►�I BOLD
CA51i�G
PIPE
14"
STEEL
GR�-8
0.375"
COAL �TAR
F«� Na. oo-Zo65� . . . . ..
�
�
�
�q
1
CARRIER
P1PE
LENG�M 0�1 R/W; � � � �
�ORK[NG PR£S5llRE. �aOPS �
BIfRY: BASE/RAIL TO T�P Of CASlNG
Bl1RY: �1ATi1RA�. GROU�ID
SURY: ROAaWAY DlTCHES
CATHO[3IC PRt�TECTiON
CASIUG
PiPE
113'
61"
�.� ir
�7`
HE 1 GFiT .�F VENT ABDV� GROl1Nfl, �
ffQT�: CASING TD HE ,fACKEQ OR DRY BDREg ONLY
V_ �
MAP —
PARCEL -
C� � i"
rr � � r
�� �LE
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N
N
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w
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NEAR FQRT W�RTH ,
COIJNTY OF TARRANT STATE OF TX HLG
�
�J
�ll� 0�.�'Oi'� �O]'i`i9t� T'G'..1CdrS
r...
����� ��� �������
���1�����`��� :
�
pATE RE�ER�NC� iVIJMSER LOG NAME PAGE
912fi100 **L-1291 � � 30MCCARi � � of �
s�a�ECr ACQU1SlT14N OF ONE PIPELINE LIC�NS� FR�M BURL{NGTON NORTHERN AND
SANTA FE RA�LWAY C4MPANY {MiI�EPOST 340.88) F'OR WATER AND SqN1TARY
SEWER REPLACEME�VT AND STREET RECONSTRUCTION FR{�M MCCART
AVENUE TO FR.AZ[ER AVENUE, CONTRACT 30 {DO� 22�7)
RECOMMENDATlON:
It is recommended tt�at #he City Counci! a��rove the acquisition af one pipeline lice�se from the
�urti�gtan Northern artd Sanfa Fe Railway Company for a one-tirrte cost af $3,�04, whact} include's a
$2�0 processing fee and a� $840 cnarge for participation in the ficensor's blanKet insurance policy.
DISCUSSION:
The agreemer�t is required for the ��constructian of water and sanitary sewer mains and strset
�eca�str�c�io� far Gambr�[I Street from McCart Avenue to Frazier Avenue ir� sautl� Fori Worth near th�
ir�tersection af Seminary Drive and �VicCart Avenue.
ihe property is located in COUNCIL DISTFiiCT 3, Mapsco 90K.
FISCAL 1NFORMAiI�NICERT�FlCATION:
0
The �ina�ce Di'rector certifies that funds are available ir� th� cur�ent capital b�dget, as approp�ia#ed, of
tne Water Capital �rojects Fund.
MG:k
Snbmitted foe City Mauager's
O�ce 6y:
Mike Groorr��
Urigiaating Departmant Head:
A. Douglas Radeina]cer
Additfonai Wormatian Contact:
I Fi1ND � ACCDiJ1�T �
� (to)
5140 I .
i
�
6157 (from)
PW 53 I 54110(} I
CENTER I A11i0UNT �
�
�
�30530175500 I $3,800.00
I
CITY SECRETARY
APPROVED 9-26-04
E� V
�
�
�
; I oar�
9126100
SUBJ�GT
��
! �I A. Dougias Rademaker
;�
�f
.�
�, ��.
'f
�
Ci� of 1i ort �YoYth, T'exas
���o�° a�� �o��� �. � .
������������
REF�R�NC� NUMHER LQGIVAME PAGE
�`�L-129"� 0 30MCCART � 2� of 7
aCQUiSITi4N �F ONE PIPELIN� �ICE�lSE �RQM BURLINGTON NORTM�RN AND
SAiVTA FE RA�LWAY GONiPANY (MILEP05T 340.88) FOR WATER AND SANETARY
SEW�R REP1ACEiir1ENT ANC� STREET RECONSTRI�CT�ON FR�M N[CCART
AVENUE TO FRAZIER AVENUE, CONTRAGT 30 {DOE 22�7)
6 i 57 �_ _� I I � i
0
��
� . M- f ..
�� �° � `�
�. ��
- _ �. _�_ _
_,__ a ._
. ., � �_
� �
�.��
�ctnber 5, 240Q
�� , W. Chcr�c Wcsson, Corzcract Specialist
Catcllus A�Saiiagemcnt Corporation
4545 �ulIer Drive 5uite 140
irving, Tx 75438
Re: File OO�ZOd57
Dear 11�s. Wcssan:
�nclaseti are twa pipe lin� [icer�e agreements whieh �awe 6een �pproved az�d exectated
by the Ci[y af fiort Warti�. In adstition, i am enclosutg City a�Fort Wot�h Chec:�
#i I4� I2 in the amount of $3,80�.00. Please return � fully exeeuted ar�ginal to me fo�r
our c�sc. T'�ank you #'or your attentian to this matter.
Yvurs truly�
� r�•
�
Fcead Sct�ik
Se�uar �,a�xd Agent
�f �
��I �
t
m
�l\l3�Lt�i�1i ��6�'Bi�il�rditl
RP�L PitOP�Fr}'Y �ANAG�Mi�MI°
' i TiIE CiTY OF �OitT WORTN �k �27 TAYLOR STltEE'F �' �O�T WOKTtl, TsxAs 761�2-�f605
[�1?� 8i1-83fi� � �e�c (8i� 5�1�8361
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:•.,: TAL7�D GiEdC 151N PAYIfE[VT FOR f7F�15 DESCAIBED AAQYE
�- �� � � ��� � ��l�l�tllhh}�F3
B�41VFL ON�
PORi Afi7}{llR, 7"EXAS
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. _��� � VOlD AFTER i�0 DAYS
. �I
• TH�E� �HC�iS��� E I��1T Fi�°A�R�[] ������� d!� Ai�- C��"�S
}IE ORDER 4F DAYE CHECK AMOC?NT �
� , .
�ti#3�IRf��h i�CR7tiE�K �A[�Tl4 FE � 1G/C��/tQ #�#*������������OQCC
Rki�i�idY � �� • ��i�,a�
7I7 �AIN ST�EET 5�H �L��P
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�l� O��O�'t �OY��l9 T'P.JIC�S
�i�yor ��nd Cour��il Com�u�i����o�
DATE REFERENCE NUMB�R LOG NAME PAGE
1122102 � �**���g936 I 30TRITECH _� 1�f 3
s�B��cr APPROPRIATION �RDINANCE AND AWARD aF' CONTRACT TQ TRr�T��
CONSTRUCTION, INC. . FOR THE CONSTRUCTION OF SOUTHSIDE II (S2-6)
CONTRACT N4. 3 WATER TRANSMISSION MAIN, PHASE 2 AND THE
___ RECONSTRUCTION 4F FOGG STREET F'R�M 6TH TO HEMPHiL.L STREET
RECQMMENDATION:
It is recammended ti�at the City Council:
1. Autharize the transfe� af $199,565.00 from the Water and S�wer Fund to the Wa�er Capital Pro�ect
Fund in the amount of $195,603.00 and the S�w�r Capital Project F�nd in the amount of $3,962.Q0; and
2. Adapt fi�e at�ached appropriatEon o�dinance increasing estimated receipts and appropriations in ihe
Water Capita! Proj�ct Fund in the amount of $'�9�,603.OQ and the Sewer Capital Project Fund in the
amount of $3,962.00, from available f�nds; and
3. Authorize t�e City Manager to execute a contract with Tri-Tech Cons#ruction, Ir�e. in fhe amount of
�$2,524,272.00 and 280 working days for construction of the Southside ll (S2-6) Contract Na. 3
Water Transmission Main, Phase 2.
DlSCl1S510N:
Southside II (S2-6) Wa#er Transmission Main Project is generally located south of Berry Stre�t, east of
Old Granbury Road, north af I-2Q, and west of I-35. The construciivn af this projec� will provide ir�creased
water capacity into the Hospital District and southwest Fort Wo�fih. Recent high s�mmer demands have
reinfarced the need for this wa��� main. This project �as been divided into three phases. The PY�as� 9
portion of this contract has been awarded and construction will begin in January 2002. Phase 2 consists
of 7,Qa� feet af 36-inch water main, and ap�roximately 5,000 feet of smaller mains.
Phase 2 is primarif�r routed along Pafford Street, Fogg Street, Travis Str�et and Bo�t Street. These
s#reets w�li be recor�structed i� the areas impacted by the water main installation. Th� impacte� streets
are as follflws:
Street
From
To
Paffard 5treet
Tra�is 5treet
BoEi Streei
Stanley Avenue
F'ogg Street '
Travis Street
Bt�t Avenue
Bolt Stree�
St. Lauis Av�nue
Fogg Street reconstruction, from 6th A�enue to Hemphi[I Street, was authorized in the 1998 Capi#al
lmpro�ement Pr�gram.
C`ity of 1�or� Worth, �'exas
M�yor ��d Cou��ij �or�r���n�c�tio�
DAi� REFERENC� NUMBER LOG I�AME PAGE
�/22102 **��1 �936 3aTRITEeH � z of 3
SUBJECT APPR�PRIATION ORDlN NCE AND AWARD 4F CONTRACT TO TR�-TECH
CONSTRUCTIDN, INC. FOR THE C�NSTRUCTION OF 50UTHSIDE II (S2-fi)
C�NTRACT NO. 3 WATER TRANSMISSION MAIN, PHASE 2 AND THE
RECONSTRUCTION OF FOGG STREET FROM 6TH TO HEMPHILL, STREET
BID ADVERTiSEMENT - This project was advertised for bEd on Sept�mber 13 and 20, 2001. �n
No�emb�r 1, 200'f , the following bids were received:
Bidder
Alternate "A" Concrete Pipe
Concrete Pavement
A�ternate "B" Ductile Pipe
Concrete Pavement
Tri-Tech Construefion, Inc.
William J. Schultz, Inc. dlbla
Circle "C" Construction Company
.lac�cson Construction, Ltd.
Oscar Renda Gontracting, Inc.
At�Cins Bros. Equipmeni Company, Inc.
$2,526,�a7.aa
$2,6D�,02Q.55
$2,626,453.50
$2,664,892.00
$3,182,146.04
$2.524.272.00
$2,600,966.Q5
No Bid
No Bid
$3,378,67a.04
MIWBE - Tri-Tech Construction, lnc. is in compliance with the City's MIWBE Ordinance by cpmmitting
to 7% MIWBE participation and documenting a good fait� effort. Tri-Tech Construction, Inc. ider�tified
subcontracting and supplier opportunities; however, t�e MIWBEs contacted in the areas identi#ied did
not s�bmif the lowest bids. The City's goal on thEs project is 29%.
This project is Iocated in COUNCiL DISTRICTS 3 and 9, Mapsco 89M, 90J, K, G, H, and 91E.
In addition to the contract cost $89,926.00 {water: $89,726.00 sewer: $200.OD} is require� for possible
change arders, and $�25,400.a0 (water $125,617.00, sewer $246.00) is r��uiTe� fo� inspectionlsurvey.
Change orders fpr street recanstruction is $23,293.00.
C'iiy of �o�t T�orih9 T'exas
M�yor �nd Cou��i[ C�r��uni�a-�io�
DAT� REFERENCE NUMBER L�G NAME PAGE
11221a2 '�*��� ���� 30TRITECH 3 of 3
su��Ecr APPROPRIATION ORDIN NCE AND AWARD OF ONTRACT TO TRfTTECH
CONSTRUCTION, INC. FOR . THE CONSTRUCT�ON �F SOUTHSIDE II (S2-6)
CONTRACT NO. 3 WATER TRANSM�SSj�N MAIN, PHASE 2 AND THE
RECONSTRIJCTION OF F4GG STREET FROM 6TH T4 HEMPHILL STREET
FISCAL INFORMATIONICERTIFICATIUN:
The Finance Director certi�ies that upon approval and completion af recommendation No. 1, and the
adoption of the attached appropriatior� ordinance, funds will be avai[ab[e in the current capital budgets,
as a�propriated, of the Water and Sewer Capital Project Funds and the Street Imprav�ments Fund.
MG:n
Submitted for City Mauager's
Office by:
Milce Groomer
�riginating Department Head:
Douglas Rademaker
Additional Information Cantact:
Douglss Rademaker
� �Urrn
� (to}
� 1 &2) PW�3
G140 I 4&2) PS58
2) PW53
� 2) PW53
� 2) PS58
� 2) PS58
b 157 I {from)
�3} C995
3j P1fi0
3) P55$
3} PW53
1) PE45
6157 1) PE45
I ACCOUNT
472445
472045
541300
s3��sa
541300
531354
541200
541300
5413D0
541300
53$070
538070
CE1�ITER
06053p175430
070580175320
D60530175430
030530'� 75430
070580'E 75320
' 030580'i 75320
020115040547 $ 465,859.Q0
Q641fi0140120 $1,873,294.00
074584175320 $ 3,518.00
p6053Q17543� $ .181,6d3.00
0609020 $ 195,603.00
070902D $ 3,962.OQ
•/!u t�llls�
$ '{ 95,603.04
$ 3,9fi2.OQ
$ 187,Sa3.00
� a,oao.00
$ 3,7ifi.00
$ 246.OD
CTTY SECRETARY
APPROVED 01/22/02
ORD.# 14942