HomeMy WebLinkAboutContract 27568� ., ,
C1TY S�C��i/�RY�Jr�
C��iTRACi NO. +�`- /�.����
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�PECIFICATIOl�iS
t�i�1D
Co�icT Docu��rrs
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THE �ECOI�TSTRUCTION OF EVANS AVE.
�+'ROM �+ AST ROSEDALE �TREET TO EAST TERRELL t�VENUE
INCLUDING �AVINGi I)RAI�IAGE, �ATER, SAIYITARY �EWER AliTD
LA1�iD�Ct4PE/PLAZA IMPROVEME�iTS
PROJECT 1�ILTMBER:
PW�3-06Q�301962GQ
P���-09Q�SOI'���90
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THE CITY OF FORT WORTH� TEX�iS
J[nY.26, �OOl
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�ENNETH BARR
MAYOR
D�.� F�SSEL�R, P.E.
DIRECTOR OF WATER DEPARTMENT
HUGO A. MALANGA� P.E.
� — DIRECTOR� TRANSPORTATION Af�iU PUBLIC WORKS
A. DDUGLAS RAl)�;MAKER, P.E.
DIRECTOR� DEPARTl1�NT OF ENGINEERIlVG
PxEg�n FoR
DEPARTMENT OF ENGiNEERING
C�TY OF FORT WORTH
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G�Y JacxsoN
CITY MANAGER
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THE STATE OF TEXAS §
COUI�TY OF TARRAf�T §
THiS CONTRAGT, made and entered into �{" dey of_ �iz�rch _, 20 0� by
and between the City of Fart Worth, a home ruie municipal corporation located in Tarrant
County, Texas, ac�ing �i�rvugh its City Manager thereunto duly authorized sa to do, Party ot the
First Pa�t, hereinafter termed "OWt�ER", and �R� Ceneral Confi�ac�inc�„ Inc. of t�e City of
For� !l�orih , County of farrant , ANlD State of �exas , Party of �he Second Part,
here�nafter termed "COfVTRACTOR".
WfT�lES�ETH: That for and in consideration of the payments and agreements
hereinafter m�ntian�d, to be made and performed by the Party of the First Part (Owner), said
Party of the Second Part (Cor�tractar) hereby agrees with ti�e said Par�y of the First Part
(Qwn�r} fo commence and complete certain impro�ements described as foCfows:
�b� i��C���T'�UCTIOR� �� �l�I�NS AI/�R�U�
��Qf� ��►Si R���D�4,�� �TR��i i0 T�RR�LI� �11��IU1�
I�l�L�1�IiV� F'AVII�C$, ��AIIV�G�, ►i��►���, S�4Nli��' ��1lII�� ���
�A�I���A�'�IP�� 1���01��NY�R�iS
Desigr►a�ed as projeet number, _�R7��2029�fi96A�9� _�S6i-020�y0�0�224;,
P'4����060�30'i if 2�0: � ������7058�'� i���t� ,.
and all exira worl� connected therewith, under the terms as stafed in fihe Coritract
Documenis, and ai his ttheir) own proper cos# and expense to furnish all the materials,
supplies, machfrtery, equipment, tools, superintend�nce, labor, bands, insurance, and other
accessories and services necessary to complete the said construction, in accordance with
all the requirements of the Contract Documents, which include a11 maps, pfats, blueprints
and other drawings and printed or written explanatory mat#er t�ereof, and the spec�ficaiiot�s
thereof, as prepared by the Engineers employed by the Owner, each of w�ich has been
identified by t�e endorsement of the Contractor and the Engineers thereon, fogether with
tne Co►�tractor's Vlfritten PropaSal and the other parts of the Con#ract Documents hereto
attached, inciuding ihe Fort Worth Water Depar�me�t Generai Contract Documents and
�General Specifications, all of which are made a part hereof and collectiuely evidence and
constitute the entir� contract.
G-1
The Contrac�or hereby agrees to commence work within #er� (10) days after the date
written no#ice to do so shaH have been given to him, and to subs�antially complete same within
the time stafed in the Proposal.
The Owr�er agrees to pay the Contractor in curren# funds for th� performance of the
cor�tract in aceordance with the Proposal submitted fherefore, subject to additions and
deductions, as provided in the Contract Documenks and all approved modifications thereof, and
to maf�e payment an account thereof as provided therein.
IN WITfVESS WHEREOF, �he Parties to these presents ha�e exec�ted this Contrac� in
octe# in �he year and day first above written.
Citv of Fort Worth. Texas (Ownerl
Party of the First Part
By�a�� ��� ��
Assis�nt City M ager
Approva{ Recommended:
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ATTEST:
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ity Secretary
(SEAL)
Director, Department of Engineering ��
Appro�e s to Form and Legality:
As�iStan ity Attorney
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Con�ract Au'�hq�izatiqn
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D�t�
ApprQved:
Directvr, Transportation and Public Works �
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CONTRACTOR:
�,�Q ��i%�t� Loh�/'li�j� , -�i�.
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W0�14E��' COMP�NSAiION L�W
Pursuant to V:T.C.A. Labor Code §406.96 {2000), as amended, Cantractar certifies ��at
it provides wor�ers' compensation insurance coverag� for all of its employees employed
� on City of Fort Warih Project _ihe Recons�ru�iion af �van� A�enue from �as�
Rosedale 5treei to Yerrell Avenue Includinq Pavina. �lwaina�e; V4lat�r, S�ni�ary
, Sewer and �ndscapelPlaaa Improdemen�.s and City of Fort Worth Project No.
i CR�6�Oa0�12�iG01�; G��l�O�a��04�62�0: �1M�3-060�30�l6�6U�
' �k PS58d070��4� 1���0. . �..^..
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CONTRACTOR:
S'I�a Geh���l C�on����z�i.� , .���
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Name: {�UU/liJ�� L�LL� 5
Title: ���'� ��� t
I � Date: .� / ! � �n '�'
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STATE �F TEXAS §
§
GOUNTY �F TARRANT §
�� Before me, the undersigned au�ho�ity, on this day persflnaliy appeared
, �i�li9�E' ��/ S
� known to me to be the person whose name is subscribed to the foregoing instrument,
„ and acknovuledged to me tha# he exec�t�d the same as the ac# and de�d of
��
� far the purposes and considera#ion therein �xpressed and in the capacity therein stated.
" Given Under My Hand and Seal of Office fhis �� day of /�',��'� . 204 �
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�UE P. CAAYER � ° ' � ���� �
� P f�otary Pu�lic, State af Texas � Notary Publie in and fnr the State of
* �y �fl���ssion �xPir�� , Texas
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Bond Na. 58$8479
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THE STAT� OF T�xAS
�Ot1NTY OF YARRAtd�'
P���'� �4�
§
§ i�NO1MALL �Y iHESE PR�S�NTS:
§
Th�E we, {1) SRO General Contracting, Inc. �
as Principal hereiq �n� (2) Wesifie�d Insurance Company
a corEmracion orga�ized and existing uader the laws ofthe State af(3) Ohio ,���y,
are held and fumty i�auad unta the City of FoR Warth, � maaicipal cor�ration located i�
Tarrent a�nd Denton Couirtie�, Texas, Obligee hereln, in the amount of One Milllon, Nine Hundred
Sixty-Seven Thousand, Five Hundred Sixty-One & 501100--------D�Iars ( 1,967,561.50 )%r the
pay�,ent whereo� thc said Priacipa! and Surety bind themselves ase� their heirs, executors,,
administrators, suc�cess�rs au� assigns, joently and severa�ly, finnly �y these presems:
WHLREAS, t�e Prin�ipal has entered into s oe�tain written contracc witf� tl� Qbligee
dated the �t� dsy of March , 2002� �ch contract is hereby referred to and made a part
here�fas if fuily and to tht same ext�nt �s ifcopied at fength, forthe follawiag project: Evans
Avenue Recons#ruction ftom East Rosedale S#reet to Terrell Arrenue
. rrow, �.�o�, THE CUNDITI4Pi OF THIS OBI.IGA'TION IS SUCI� that if th�
� said Principal sh�l� iaitbfully make payment to ea�ch Red cve�}► cl�imant (�s defined in Chapter
. 2253, Texas Gov�nment Code� as ame�ded} supplying labvr or u�tc�iaEs in the prosecutian af
� th� v�oric uader t.�e Gontrac� th� tir�s abligatian sltall � void; otl�s�, ta r�in in full forcc
�
aa� el%ct.
;, PROVIDED, HOWE�ER, tl�t this lmnd is �acecuted pursuaM ta Ch�pEe� �253 of th�
t� - Texas Govc�nmcnt Cod� as auiended, and all liabilities on this l�nd s6a�1 b� determined in
" accordan�ce.with the provisions af said stahrte, ta the samc extent as if it werc capied ai length
' herain.
IN WITNESS WHEREOF, t�e du�y a�thorized represematives of the Principa! aEid the
�
Sure�y have ex�ut�d this instrument.
SIGNED gnd SEAL.ED thiS 11th dsy pi March , 2002 ,
�
A7i�5'f:
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(�rinapal) Sscretary
SeCie#ary
(S � A L)
� (� E� L� ' A�dress: �'•�• Box 136577
� I � � Fort Worth, 7exas 76136
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�N'�tra�ss as tv Prins:ipal �
A'�'iEST:
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IdY�riEsg a8 �0 � -
SRO GENERAL CONTRACTING, INC.
PRINCI�� �
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Name: ��-S
r�e: �`'�'.�����yi�
WESTFIELD INSURANC� COMPANY
SUR
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y, (plw1�+�A- � _
N�; Tamara E. Murray
Attomey in �act
A��ress: ��� Republic Dri�e, Suike 450
� Piarao, 7exas 75074
Tel�o�e f�um�r, i972) 516-2600
NOTE: (7) Cocrect nam� o� Prinrapal (C�tractor}.
(2) Cv:re� name o� S�rety.
(8} State af �ncorporallon of Sur�ety
�elepha�� ru:�b�r oE s�re#y must b� ststs�. In addition, �n arigi�al oopy of
Pow�r of Attorr�y �ail txe attatFied io k3mna16y tk� Attomey �n-Fac#.
The dat� aF bau�d s�lf not be pr�or to date o� Coa�ract.
� �.
General �otr,r�� r�a. ��Z Oos Z
�ov�ter
of Atta�ney ��� I�� ��� � � � �� � �� ��� ��°'o
��F€TI�'IE{] GCUE�Y � ' . WestFeld Cent�p, ❑hio
'Know �kl1 AAelt by The3e• AreaenLa, '�hat WE53'FIHkD .INSlJRAlVCE CQMPANY, a earporat�an dufY or9anlzed and e�cistlrtp uiKlar f3�e t2wa ot #h
5i�fe of C?hio; �t'td haVing fts prirtcfpal o1'Eice ln Westfleld CerrteF, A�ladlna Gcunty, 4hio, do�s iay these pr�serrt.a make, constltuie• �nd appolr
� D. ��1f, 3AF�dlRl4 �. �[iAY, �{KI[�-1l►�L !4. 3�lEE�,�1P, �KYR� �d. gF..E�EY, 6�C86Y E. 14A1l0, J��11.Y �
Q��� �LL.Y � - .
of �T Ii�Ti{ r and 5tat� Df�- !ts trve end lawful �(SJ-Et1-�ept, wlth tult �CrWer aT�d authority Frere6y canfarred In Hs lia►n�
plarte �rid stead, to exacute,' �cknpwfedge end del lVar ar�Y �ui a!S re�anaGa, t�r�al�n�, ar o��,r 6�r� �, �� �r.
��. w • � � � � � w w r � � � w r � � . � � . . • w � r � � . � L n � � r r � r � � n r . . . � � � � � o �
[#�ARA�, �#i�, RCi1111�R C� ATTCRNE1f CAHI�IAi B� �!&h� YC F�CEOUiE 11Q'fE OUARdF�T�, 1�CRTOA(iE ��FEGFI�GiCY, lA��f.DA�iE
t31# Bd�NK DEpoiSlT�¢Y BC1HDs. -
anct to b[nd th� Compa�y �ereby as Tu11y and tQ,tFae same a�der�t as tt s.erc� hoeds were a�9r►ed by thG Presldent, ssaled tiaith the c�rporat� sesl
ot th� CaCnpany ��d dWy. at�ested, 6y tfs 5e�refary, ;�erehy r�tltyln� and c�t�tfrml�g aN tfiat the saic� Attomey#s}-in-Fact may tlo In•t�e• }�r�rnlse�s.
SaEd appofntmenf Is mgde under and by auttYorlty af tha fa1lo�+rl�g resolu�ons adapted by the �,pard nE DErectors at Ehs 1Hest�gld lnsura���
Gompalny: .
, 'Be It Resplved, ihat th� PresEder►t, �ny'Vloo-P«sldent, a�y S�cret�ry ar any Assistent Se.�r�tary sha,ll l�e and Is heret>y vestetF�trNfl fulI
pawer and•authority. �ta� appn]rrt any pne or more suitahla per'sans as Rt�ornay(s�-ln-F'sd ta repr�sent and act tor �nd on behali vf th�
•camparjy sueje�t•m ti�e iotlr�ring provlsfans� - � . . � . . . .
S�Ctfon ?� AtEorneY-)trFacL Atbarnay-fn-Fact may be plverr iuil poVver and atrthorkty iw and In t!� namp af and on p�haH oT th� Compaqll.
to axe�rte, ackno+rrtec{ge and deli�er. any and al1 bond�,'r�cagnitances, cantracts, agreements af irnEemNty. ancf ether aonditiqnal, ar
• obllgatary �ndertakings and at�y and �Il natlms and do�mesttts car�cetlnq or tarrnEnating th� C:ampa��rs Itabillly thBreunder, �r�d any sudi
� Ir�strumarns xd eXea�tad b.y any $uah Adtorney-In-Fa�t.shatl b� as binding upcmn th� Company es iFslgn�d by the.Presidert and sealed ar�i
ettast�sd by the �orpora#e sactetary,• (Adopte� &t a m�tin9. hafQ on the 3rd day ot duly, 1BS7.). • . , .
- "B� !� Resol�ed, that the povrer and g�hor�ty Ln appoitiY Attcm�Y(s}.kn-Fed �r�f�ted to certelr� offlcers by a resnl�lian at thls Board on th�
3rii da� at.iu�r,.1957� (s. herel�y �Iso grarnecE to any Asslstar� ViCo-Presldcrrt.' (Adopied �t 8 mae�ng herd on ihs 13th day o1 Jwy;1B7&}
�Thfs powqr of a�tamey and cat�tificata Is s3�n�d encf sesled by �a�im�l9 undet �nd by the atrthor.3iy of tha npliafhttnp ResnFutipn �d4pf�d by the
Board oT plrec6a�s of tfiie lAlestfleld 1t�utenc.a Company at a maettn9 duly calied $nd held a� tfie 9th Asy of ,lunes, 'ig7a ,
• "9� it fi�saived, thaf th� stgnatur� of any atrthortred afl9cer anC th� aaal of the Cprnpa�y here6ofar•e or f�ereafter aff%c�d tn aaypo�d+ier af
atborney vr �riY certfftcafB rafaling thel'�ta �y facslm!!e, erbd arW Pawar ef aiforney or �er•�Ficata b�arin9 far.slmf7e sfgn$�res ar 7�f'astmll� �
sh�lr D� va11d-�nd hlndln9. uPo+? �� Cor�spanY wlttt respeet hi any band or utldartsking. tYr yrhlcfL I3 i� aftaahsd " � �
!q Wffness W{►ef'�of,.11f£5TFlSLF? lNSURANCE COMPANY has caused ffrese pr'ese�tls to be slgrte� bY fts 1diCe �1'eside�; and tfs caf'Porate
�ai to b� hereto a�xed tr�ls' ���y of �pq� A.n.� 2�01• ., � . .
CorParate
�r
A�ilxaa
�tafe ot CihEn , .
Coturty ot kledina ss�
WEST�I�L� II�SI�RANC� COMPAAiY'
r""! r�a''� �} ' . • - -
O�
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3�.
.� � - �y . �` � .
� Richard L Itinnaird,,lr. Vice PresitlFerrt
�.
On.thE§ ��day� df � A.D., �before me personaliy cema �ichard �. Ki�nairdK Jr., roo me knawn, wlic, ba1n� by me duljl
svao'rrr, dEd depess anc! say;�triat he resldes ln INeditYa, Qhla; that he Is 'lfice �re�ident of Y►�ESTFI�LD lNBURANC� Cp1ulPANY,.the aompar�y
deseribed In ArM which easeeuted tha aboue Irrstrumsrl� that he Knows the sea! ot satd Compariy; tilat th� sEal 8ftt�d tn`said ins�rurr�ent�is such
c�rpor�Ra seal; tFieT R was §o a4iixed by order o} the 8oard of DiPectors nf sald Cors�pa�y; and that h� slqned his �ama therBCo by IEks or.d�r.
l�otaria! � � ' - . .
Saa1 1 � 1. ' ` � -
�� p+�'���il%� �,�q, �
y �r�, ts _ � � "� �r � .
5�e ot Ohlo �
Cc�itsty oS' Nfeditta. ss„
.lames M. Waflt�r �' Notary �ublic
. 1�ly Commi .ssiaq Does �kot E�ire
Seo. 447,03 Ot�ia i2aGis�d Cad�
. c����ca�
�, Rid►ard k,. W�!}at, Rssistant 3e�retary nt tha WE57PIELD INSURAI�C� CONfPANY, dQ harehy cer�.iy that She abova �d taregaing is a
trv�,ar�d correct capy ai a Pawer oi Attorney, �ecuted by said Company, which Is sflll !i� liap force and ettpc� and iurthermqYe, tha t+e'sofi�tlo� �i'
the Boafd of DkrecYors, set o�t In the powar nt Attornay are In i�q farcQ at7d effect.
1n Wltrtess Wltereaf, i hav� here►isrto sa� rny, hand and afftxed the seal ot sald company at westtie[d Cenier, Ohln, fhls 11th qay of
March ' ' A.b.� 2002 • - _ . .
F � "�
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Richard A. Waliet
��
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kssistant Secre�ary
�f'{)A1J�2 {63•99}
�ond �lo. 5888479
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THE S�'AiE O� YEXAS
COUNiY QF �ARRANT
r��o��.B��rn
§
§ KN4Wf AL.L 8Y THESE PR�S�I�'T�:
§
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That we, (I} SRO General Contrac#ing, lnc.
��
Principal t�crein, and (2} Westfield insurance Campany
a carp�ration organizcd under the laws of the Sta,te o£ {3) ahio , aud wi►o is autharized to
issue sutety boads in the State �f Tex�s, Surcty hereen, are held and firmly bound unto tho City
of Fort Worth, a munic�pal cor�aration iocated in Tarrant and Denipn Counties, Taras, Oblige�
hCseia, [n th� sam o� One Million, Nine Hundred Sixty-Seven Thousand, F��e Hundred Six#y-One &
501100-------p��� [ �.gs7.5g1.5Q ? for the p�,yment of which sum we bind o�rselvcs, aur �irs,
cxecutors, admin€strators, successors and assigns, ,jointly anci sevezatly, �irmly by thes� pcesents.
WF�A3, Principa] has ent�red into a ce�ta�n written contract wit]� the Obligee dated
�� 5th ��, og Marc� � 2002� a copy of which is attached �reta and made a part
hereof for all pa�rpases, for tir� construdion nf � E�ans Avenue Reconstructian frvm East Rosedale
Street to Terrell A�enue inclucEirtq pa�inq, drainaqe, water, sanitary sewer and Iandscapelplaza .
NQW, �ORE, the coadition a#'t�is o�Iigation is �ueb, iif the �id Principal shail
fait�£ielly paform t�e work in acoardance wi#h the pl�ns, sp�ificatiana, a� can#rad do�s
and shalj fully indemnify and l�old harmless th� Oblrgee from �11 costs and dam�ages w�ich
Q�bligce may suf%r by reasun of Principa�'s def�ult, and r�imburse and repay Ubligec fo� all
outlay and exp�nse that (�ligee may irrcur in malcing gaa� s�ch defgult, t�a tl�is obli$ation
s!►all be void; oth�wis�, ta re�nai�n in ful! force and effew�.
PROVIDED, HOWEVER, that t�is 6ond is ea�c�uted pursuant tp Cbaptcr 2,253 of the
Tcxas Government Cod�, as araended, and all liabilities on this b�nd shal[ be detez�nined in
ar,cordancc with the provisions of such statut� to the s�me extent as if it were cnpied at lengtle
herein. ,
IN WITNESS WI�?REOg, the duly autl�ori�ed repraser�tatives of the Principal and the
Sur�ty have executed ttus instnement.
SIGNID and SEALED this �� t� d�y of March = 2002
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ATfEaST:
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�Prinapal}"S�cr83,ary
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Vlritness s to napal '
AT`�ST:
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Secr�tary
(S E A E.)
��� ��
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SRO GENERAL CONTRACTING, IN�.
PRINCIP � .
�r.
Name: C� /'l�l�� GLL i S
Title: ,/`/'��1 CI�� _
Addt�ess: P.O. Box � 36577
Fort Warth, Texas 76136
WES�FIELD INSURA€�CE CQMPANY
SU��f
B `�I"�nr�,r.a, t� . l7'1
Y�
Name: iamara E. Murray
Aitom�y in �act
Addrie5s: ��� Republic Drive, Sulke 450
� Plano, Texas 7507�4
ieEepfi�one Num�r: (972j 516-2600
NOiE: (1) C�rr�t nam� o� Principai {Co�n�a�tor�.
(a) c�rrsct name of surety.
(3) State o# i��orpocaa�on of Surety
�elep�t� n�mt�r af sureky must �� stated. In a¢#ditio¢i� an origina� copy of
Pawer o#Attomey shall be attach� to B�i by the Attamey-in-Fac#.
T�►e date of bo�l st�all rmt be pria�r to �at� o� Coat6'act.
I ��
�ond No. �88847s
' MAINTENANCE BOND
THE STATE OF TF�7CAS �
0
COUNTY OF TARRANT §
That SRO General Contracking, Inc. ("Cantracta�'}, as principaf, and
Westfieid Insurance Company , a corporation arganized under the laws of the 5tate of Ohio
� ,("5urety"), do hereby acknowledge therr�seEves to be held and bound to pay unto the City of
�- Fort Worth, a Munici�al Co�po�ation, chartered by virtue of Constitution and laws of the State o�
,' Tex2�s, ("City") in Tarrant County, TeXas, the sum of One Million, Nine Hundred Sixky-Se�en Thausand,
Five Hundred 5ixty-One & 5011D0--------------------------------�------------ Dollar5
($ ����7���� •�0 ��, lawful money of the United States, far �ayme�t of which sum well and truly be made
unto said City and its successors, said Contractor and Surefy do hereby bind themselves, their heirs,
executors, administra#ors, assigns and successors, jointly a�d severally.
' This abligation is cor�ditioned, howuever, that:
WH�REAS, said Contractor has this day entered into a w�itten Contract with the City af Fort
• Worth, dated the 5th afi March , 20a2, a copy of which is hereto attached and made a part hereof,
, for tf�e performance of the following described public impro�ements: �vans Avenue Reconsiruc�ion from
� East Rosedale Street to Terrell Avenue includ�ng paving, drainage, water, sanitary sewer and landscapelplaza
1
improvements
the same being referr�d to herein and in said contract as the Work and being designated as project
numbar(s) GR76-o202�26]sp1o, css7-o2as7oaosz�a and said contract, including all of the
I specifications, conditions, addenda, change orders and, written instruments referred to therein as
' Contract �ocuments being incorporated herein and being made a part hereof; and,
� WHEREAS, in said Contract, Con�ractar binds itself to use such materials and to so construct
j the wo�k #hat it wili remain in gaod repair and condition for and during a period of after the date of the
final acceptance af #he work by the City; and
WHEREAS, said Contractor binds itself ta mair�tain said work in good repair and
condition for said term of one vear; and
WH�REAS, said Contrac#or �inds itseif to repair or reconstruck khe Work in whole or in
� part at any time within said period, if in the opinion af the Directar oi the City of For� Worth
Department of Engine�ring, it be necessary; �nd, '
�
�
;[
WHEREAS, said Contrackor bir�ds itself, upon recei�ing natice of the neecf therefore to
repair or reconstruct said Work as herein provided.
IVOW THEREFORE, if sa�d Cantracior sE�a11 keep and perforrn its said agreemer�t to
maintain, repair or reconstruct said Work in accordance with all t�e terms and conditior�s af said
Cantract, these presents shall be null and void, and have no force or effect. Otherwise, this
�ond shaCl be and rer�ain in full force and �ffect, and the City shall have and recover from
Cantractor and Surety damages in the premises as prescri�ed by said Contract.
This obligation shal{ be a cantinuing one and successi�e reco�eries may be f�ad �ereon
for successive breaches until the ful! amount hereof is exhausted. '
IN WITN�SS WHEREOF, this i�strument is exectated in - caunterparks, each of which
shall be deemed an o�iginal, this 2oth clay of March , A.D. 2462 .
ATTEST:
(S�AI.)
, r
���r t�i _ �7
S��retary
SRO GEN�RAL CONTRACTING, INC.
Contractor
B�: � �
Name: ����e ��-s
Title: �r � � de��
ATTEST:
(5 E A L)
Secretary
WES7�I�LD 1NSURANC� COMF'ANY
Surefy
gy: ��.�. � �
N2�me: Tamara �. Murray �
Attorney-i n-Fact
Title: �
Address
0
� �
General
Power
of Attorney
CER`�IFIED COPY
POWER NO, 4Z20052 05
li�i���fii�ld �n���°�n�� �o.
Westfield Center, Ohio
Know A!! lvlen by 7hese Presents, That WESTFIELD INSURANCE COMPANY, a carpnration duly organized and existing under the laws of the
5tate of Ohio, and having its principal oftice In Westfield Center, Madina County, Ohio, does by thesa presents make, consYitute arrd appoint
CHAFtLES D. SWE�NEY, 7A{IAARA E. MURRAY, MICHAEL A. SWEENEY, KYLE W, SWEENEY, B06BY E. MAYO, JpINTLY OR
S�V�RALLY
of FORT WORTH and State of TX its true and lawful Rttorney(s)-In-Fact, w{th iull power and authority hereby conferred In Its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or cnntracts oF
suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • • - - - - - - - - - - - - - . . . - - - - - - - - •
LIMITATION: THIS POWEI2 OF pT70RNEY GANNOT BE US�D TO EX�CU7E HOTE GUARANTEE, M�RTGAGE R�FICIENCY, NIOR7GAdE
GUARANTEE, OR BAN�L DEPOSITORY BONDS.
and to bind the Company thereby as fully and to th� same extent as if such bonds Were slgned by the Presldent, sealed with the corporate seal
af the Company and duly attested by Its 5acretary, h�:r�by ratlfying and confirmir�g afl that the sald Attorney(s)-in-Fact may do In the pretnlses.
Sald appofntmertt is made under and by authority of the following resolutions a[fopted by the Board of Directors of Yhe Westfield Insurance
Compa ny:
Be lt Resolved, that the President, any Vice-Presi[tent, any 5ecretary ar any Assistant 5ecretary shall be and is hereby vested with full
power and aUthority to appoint any nne or rnore suitable persons as Attorney(s)-in-Fact tn Yepresent and act for and on 6ehalf of the
Company subJett ta the following provisivns:
"Secfroro 7. Attorney-in-Fact. Attorney-in-Fact may be given full power and authorlty for and in the name of and orr behalf of the Company,
to execute, acknowledge and deliver, any and all bonds, reaognizances, contracts, agreements of indemnity and other conditfonak or
o6ligatory undertakings and any and all notices and doculnents tanceling ar terminating the Company's llabllity thereunder, and any such
instruments so executeci by any such Attorney-In-Fatt shall be as binding upan the Company as If signed by fhe President and sealed and
attested by tfte Corporate Secretary" (Adopted at a meeting held on the 3Yd day of July, 1957.j
"Be lt Resolved, that the power and authnrity to appoint Attorney(s)-in-Fact granied #o certaln officers by a resakution of thls Board nn the
3rd day r�f July, 1957, Is hereby also granted to any Asslstant Vlce-Presldent." (Adopted at a mesting held on tha 13th day of July, 1976.�
This power of attorney and certificate is signed and sealed py facslmlle under and by the authority af the fpilowing Resalution aziopked by the
Board of Directors of the Westfield Insuranee Company ai a meeting duly called and held on the 9th day of JUne, 1970:
"Be It fiesolved, that fhe slgnature oi any authorized offfcer and the sea! of the Company heretofore or hereaiter affixed to any poinrer of
aftorney or any certrficate relattng thereta qy faesfmrle, and any power oi attorney o1- certlficate beat'rng facsimf�e slgnatures or facslmf�e sea!
shall be valid and bindfng uporr tAe Co�rrpany wfth respect to any bo�d or undertaklrtg ta �vhich fi is afiached."
!n Witness Whereof, 1NESTFlELD lNS�/RANCE COMP.4NY has caused fhese presenfs to be signed by 7is Vice President, and its corporate
seal to be heCato aFfixed thts 15lh day of MAY A.D., 2001 .
Corporate N���a�r„ WESTFIELD INSURANCE COMPANY
Seal � �a�� �'���
A((Ixed `
� � j �� # � 4
��� "�.��� ' .
State oF Ohla �jr'•.,�.a� �, Y� By
County of Medlna ss.: � «� Ftichard L Kinnaird, Jr. Vice Prestdent
���
On this 151h day of MAY A.D., 2ua1 , befare me personally Game Richard L. Ftinnaird, Jr., to me known, wha, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he Is Vice �resident af WE5TFIELD INSURANCE COMPANY, the �ampany
descrlbed in and whlch executed the above Instrument; that he knows the seal a# said Campany; that the seai afflxed to 5ald insirument is such
corporate seal; that it was so affixed by arder of the Baard af Dl�ectoCs of sald Comp�ny; and that he sEgned his name thereto by like flrder.
Notarial
Seal
Affixed
5tate of Oh{o
County of Medina
sa aIAZ S
Q `\111!%%F9
Z. ' �
� r - '-
�
ss.: �'s�,�'9r£' '�p`r
:.. o F ..a�
�+.a+�.e� �. ���
James M. Walker
Nofary Pu61ic
My Cammisslan Daes Not Explre
SEc. 147.03 phio Revised Code
CERTIFIGATE
I, Richard l�. Wallet, Assistant Secretary of the WESTFIE�D INSURANCE COMPANY, da hereby certify that the �bove and foregoing Is a
true and correct copy of a Powar of Attarney, executed by safd Company, which Is still in full force and effeck,; and futthermore, the rasolutions of
the Baard af blrectors, set out in the Power of Attorney are In full force and ei#ect. �(}fl1
!rr ftness Wher�eof i aVe hereunto set my hand and affixed the seal of sald Company at Westfield Center, Ohlo, t�ls day of
i�7I'C� A.Q., ���� .
�*a'�8 Q/'�Ar�;''k
!�� j'''��� �'���;,��
b 1 d
�� � `���
�+��+ •. �
�h '�...`� � �°,�
��-� �
Richard A. Wallet
��
f.
Assistant Secretary
BPOAW2 (03-99)
C`iiy o+ f 1�'0�� l'�o�th, Texas
N �� �� _� �L � �� �' L
,
������������
DA�'� RE�E�tENGE NUMBER LOG NAME PAGE
3151Q2 *��q� $�5�, 20SR0 1 af 2
SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT T4 5R0 GENERAL
CONTRACTING, IMC. FOR EVANS AVENUE RECONSTRUCTION FROM EAST
ROSEDALE STREET TO TERRELL AVENUE AND PL.AZA IMPROVEMENTS
RECOMMENDATIDN:
It is recammended thaf th� Cify Council:
1. Authorize the transfer of $170,OOQ.Oa from the Water and 5ewer Operating �und to the Wat�r
Gapital Project Fund in th� amaunt �f $� 18,202.Op and th� S�wer Capital Project Fund in the
amount of $51,798.00; and
2. Adopt the attached appropriation ordinanc� incr�asing estimated receipts and appropriations in the
Water Capital Project Fund in the amount of $118,2Q2.Q0 and the 5ewer Capital Prajeci F'und in th�
amount of $51,798.Q0, fram availabl� fiunds; and
3. Authorize the City Manager to execute a contract with 5R0 Generaf Contracting, Inc. in the amaunt
of $1,967,561.50 for �h� reconstruction af Evans A�enue from East Rose�ale Street ta Terrell A�enue
and the construction of a public plaza near the intersection of E�ans A�enue and Pulaski 5treet.
DISCUSSI�N:
On January 11, 2QaQ (M&C G-12784), the City Council authorized the City Manager to apply far a grant
in the amflunt af $1,200,aao.00 from the Economic Development Administrafian for the Heritage Park
Cenfer. The City's participation far the grant �s $813,000.00 ($�43,OOOAO in Cammunity Development
Block Grant funds; $200,QOO.DO in und�signat�d funds far COLlNCIL �ISTRICT S; and $�70,000.00 in
wa�er and sewer o�erating funds). The total available funding of $2,013,Qp0,00 will be used to
reconstruct Evans Auenue fram Rosedale Street to Terrelf Avenue with urban design elements
including trees, plantings, irrigat�on, benches, manUments, art, signage, banners, enhanced pa�ing,
lighting, an� a plaza with a fauntain.
The total water and sewer construction funds of $170,OQO.aO will be provided by the Water and Sewer
Operating Fund {$103,309.00 far r►vater replacements and $43,798.D� for sewer replacements). In
addition to ihe contract cast, cor�tingencies for change flrders are $6,500.00 and $3,500.0� for water
and s�wer respecti�ely. Associated costs far canst�uctian inspection and survey are $8,393.QQ and
$4,50�.�0 far water and s�wer resp�ctively.
Of the total $1,643,000.00 from grant funds, $32,545.5Q is �esignated #or contingencies.
The projecfi budg�t is as follaws:
Construction Cantract $1,967,561.5D
Construction Inspection and Survey $ 12,893.00
Contingenci�s $ 32,54�.�Q
CYty of Fort �orih, T'exas
� - I� - I ,� ; ,�; � - -i i � �
����i1�C�����
QAT� R�FERE�IC� NUMBER E.OG NAME PAGE
315102 **C-1 �9�3 20SR0 2 of 2
su���cr APPROPRIATI�N ORDINA CE AND AWARD OF CONTRACT TO SRO GENERAL
CONTRACTING, INC. FOR EVANS AVENUE RECONSTRUCTION FROM EAST
ROSEDALE STREET TO TERRELL AVENUE AND PLAZA IMPROVEMENTS
Total $2,0� 3,000.00
T�e delay between the time bids were received and the award of contrac#, was to satisfiy all of the
Economic Development Administration grant requirements. The alternate bids provide sidewalk
pavers, trees, ground ligf�ting along Evans 5treet in the vicinity of three historic ch�arches, and a
portable aluminum stage over ihe fountain a� th� plaza. It is recommended that none of the alternate
bids be awarded at this time, because the total bid price would exceed availab�e funding.
BID ADVERTISEMENT � This project was advertised far bid an July 26 and August 2, 20Q'1. On August
23, 2001, the following bids were received:
Bidder Base Bid Alternate Bid Tofal Bid
SRO General Contractinq, Inc. $1,957,56�.50 $254,344.50 $2,221,906.OD
AUI Contractors, Inc. $2,030,233.65 $199,193.72 $2,229,427.37
Jackson Construction, Ltd. $3,175,954.00 $253,f 18.00 $3,429,572.00
MIWBE - SRO Genera[ Contracti�g, lnc. is in compliance with the City's MI1lVBE Ordinance by
committing ta 43°fo MIWBE participation. The Cify's goal on this project is 33%.
This project is located in COUNCIL DISTRIGT 8, Mapsco 77K.
FISCAL INFORMATIONICERTIF[CATION:
The Finance Director c�rtifies thai upon appro�al and completion of recommendatian No. 1, and adoption
of the attached appropriation ordinance, funds will be a�ailable in the current capital budgets, as
approp�iat�d, af tt�e Water and Sewer Gapital Praject Funds, the Grants Fund and the Street
Impravements Fund.
BG:n
Suhmitted far Csty Manager's
Office by:
Bridgatte Garrett (Acting}
Originating Department Head
Hugo Malanga
Additianal Informatian Contaef:
G140
7801
Hugo Malanga 7$Oi
�'iiND I ACCO�CI�1T
(to)
1&2) PW53
1 &2) PS58
2) PW53
2) PW53
2) PS58
2) P558
{from)
1) PE45
1) PE45
3) �R76
3} G567
3) PW53
3) PS58
472�45
472D45
541200
531350
541200
53'i 350
538070
538070
539120
541200
541200
54�20a
C�NTER I AMOUNT
06053017626D $ 118,202.00
070580175570 $ 51,798.00
060530176260 $ 149,809.00
030530176260 $ 8,393.Dd
070580175570 $ 47,298.Q0
Q34580'175570 $ 4,500.DD
0609020 $ 118,202.44
Q709020 $ 51,798.D0
020212696094 $'i,620,454.5D
Q206704D6220 $ 2DD,000.00
06U53017626a $ 103,309.00
07D58017557D $ 43,79$.00
CITYSECRETARY
APPROVED 3/5/02
ORD. #15005
���� �����
SPECiF7CATION�
AND
Corr�cT Docurnt��rs
FoR
PRO.TECT NUMBER:
PWS3�064�301i6�60
PS�B-07a58Q1��5'�0
THE RECONSTRUCTION OF EVANS AVE.
FROM EAST ROSEDALE �TREET T� EAST TERRELL AVENUE
INCLUDING PAVING, DRAINAGE� WATER, SANITARY �EWER AND
LANDSCAPEIPLAZA IMPROVEMENT,S
� �.� �� F �E,�.�
� �+° �� '� 9E
�g ��� g�r
ppseeN�a�e�sao��aa�aQ�o����eo
so��p�� w. p-rwoon ,
��i a u�� ewCioe eC� vqe oa ��� �r�a. •e s' -'
.6 �t�r_41�13�1� _A � A i'.,'.
IN
THE CITY OF F�RT WORTH� T�XA5
_Z or
KENNETH BARR
MAYOR
��• -'°e� ,��g
� i 1'� '�
r> o�
!l��tlr4���of���ya�Pv��apY��oe�f
�����v �. �aw��o
a►eaaeee�ao�ri�..a.�ai�r.e•����e
�3���� 'a� `
or C 9
����'• �� � I j! ��:.—A°$��a��
J�,Y zs, �aal
DALE FISSELER� P.E.
DIRECTOR OF` WATER DEPARTMENT
HUG4 A. MALANGA, P.E.
DIRECTOR� TRANSPOR"I'ATIO�f AND PUBLIC WORIGS
A. bOUGLAS RA�7�MAKER� P.E.
DTRECTOR, D�PARTME�TT OF EIVGINE�RiNG
PREPARED FOR
DEPARTMENT OF ENGIN��RiNG
CNTY �}k' FORT WORTH
BiD SET NO.
GARY JACKSON
CITY MANAGER
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Hl�tt - Zoll�rs, Inc Engi�eering / Archilect�e
�500 We�t 5�venlh 5treaf., 5� 300, Fart Wath, Texen 76102
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�nd �1��11 }�ec�m� a part o� #h� �oniract i�c��Li��sents_ B��d�ts sl�all a��i��rle��e re�eipl c�f th�s
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PAR'T �1-1�I0�"YC'1� `i'(l BiDD.����:
� �ltaz�g�: the �re-Bid �onfertc�ice ��le t� 3�[�0 I'.M., i��'�+����stl�xv, Au���s� S. ��01 a� ��7� 5������sid�
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anci sl��l� �e���tte a ���rl �f�EYc �antract 7�a�t��z�er�ts. ��id�ier� st���l acicnc�u�icc��e rec�i�i c�f �l�i�
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�ir�dac� ���}r o�" ��orl �Jt�j�tl1 sigi7�kl shop co�rt��l �nd pl�o�xe �14Kii�bei`,
.�1dd�d i�o��i1 �rrows.
r�cir��d �wo n�tes to aban.�lor� b'° and �" sanita�-y ��wc:r i�E��s,
l�ddc� ttio#e tc� a}.�{tndon fi" sat3itar}r �ev�rer line;
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�
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I�eloc�t�� w�ier xne�e�- aE �+70 �'i�.
l��.��c�►let� �" �ale valvc �+l R�V� .
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' i��l��c:��ed kvzl�r rucker t►M�d ass�ssinc;�t iap ax �����3 i.`�'.
Arlc�e�1 ?" irri�{t11�+3t w�ler' i�le�er �ti�d t���:ssino�t� t�p �t 9�17 I�T.
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, �a>>stn�ckG���.
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�o��strk��i��n.
f�clde� asses�t�tcr�� ���� Co �" saa��lar�+ sek4�e� at foui���in.
I I�iotcd fiatanla� t� sailxlar� �c�ver servi�� i�� v��ult is �'��er�•cc� t� fou�itain c�eiail slteoi,
A�l�i�cl satiitar� �e��rer ���a�nllolc a� C�st Pulasltii 1��yon.d �irt�it oi'n�:v�• pauc�ienE
can��ru�tic�rt,
I Locr�tecl cxi�ting A�1�}� san�t�xry se�,�v�r L-?� � n�anito�e lo rej�Y�iit in servic.� ai3� ��1dcd ,
Prygc I
r=
I.�
�
AD���VI}�Jh� �
l+ J
`�,��
� (cvnt,}
�'.�3
c�41 S: ��I�tg nn�e to L��9� 1ir�c, -
�x�et�cie�l 8" w�l�r lE�Y� a� Ess� DasY���fc�o� St. cast�+ard bc}�az�d timil �fr��w
�{tvctryent �o��s�i�t��:�in��,
i Extend�d 8" WAE�1' �117G �,l F�S� �iLl111�O�1 �t. �as���,rd �3c��r�c1 lir�rif a�r�e�v pavr�me��l
C[)T15�i'LIi;�10C7.
�2c;lvc.�i� ci w�l+:r ���eter 1 ���5 3,.i.
l�cl�lccl ki�`e I�}��ra�tE at �;, 1-ft4t�lholi �t.
�dde�l v��i�r ��rvr�e t��pe � b�xes (r�� �t�ele���} �� I �+�� Li �nd � 4 +��2 i�T,
�� �iodi��il lU" ��rate� �in� "T�c" COt13iCC�k01� #lt'CeYell �v� �cx �t��:l�r�fe a ]0"xC�" r��iucer
aa�cl C," 1�1.T s�l�d sie��•e ca��n�c4ur.
Adcieci �v��e�� m�R�r at l �+�� �.,`l`.
l'�1�T i3 1'I��F'C1,�Aif:
7l�e,�r���o3{�i���� r�l�c.r.'�ys�cs l�r1��r• L��erx �����rf�} �o rire s�cc�r�`ic'6rfrn�r� C��7�f �D�r7�-r�C� }�oCt��������„�,.
s��i{.F.� C �io�iia�t�:��'rc��T
� UN1'f I� GE��i��e�i I{�:sY� 1 iles�ri}a�ioi�.
4���e S �iurt��eci lie�� ? ci��cri��Eio�� �n� r�vise�� �t��r��ily,
I�tiscr#�:d ty�4�+ f�em, �" w�ter tinc_
Revi�e� 10" gate ���I��e q��ai�4i�}r
� l��s�a�ec€ r��:v�r ��em, {�" �a�c valve.
CF'�1�T il
Pa�� b
�r r�
�'�gc i
��lTT 11
.�'�ge 8
L�I�I'�' I�[
Pa�c �J
�r�seri��! a�ew i��rx�, i °l•." 'l"�psto �7�ir�.
�c��is�r12"' �';�p �{r�aitiEi�p.
lI�SGI�L`� I��`W j����r 3f•4" co�p�s� s�:rvicc.
[ns�rfc� r�ew iten7, 1" Ta��� lo i��in.
,I Insv3•�ecl ne�r it�:ni, Firc Llyd3•an� Fr;lensior� Barr��.
�cv�sed Fji'c �}�c�r�r�l c��ia���t�
L�iscr#c�� ne�v i4er��, 1�l�" �:c����cr Sujvic�e.
I,r�scrt�d tti�w i�e��, 2" ('v����r ��rvic�.
R�v�se� dcsci•itioi� fo�• �'�as� A� rrre:t�r �ox.
�irserte�� nc:w liC192F �'�a�s �.3 ir����r box_
�315G1'#C{I Il�w ]�L'i11, C;Eass C� nicte� b�x,
�nseri�c� newv ileny, �t' ��loi or �'aEd �z7ix �►�P.
€�cvise� ��e�zr-tanent �1{'� re��air c���antit}+
R�:��i��i� ���ctilc ]r�r� c�uxai�tily
�n�txr��c� pay itez�is fof �' cl ian��t��• s�tr�i ��i�� s�wer l�iai�ltiole !s� itt��t�ci� dep�lis for
�'-[�', �x'�#�', 10'-l�',
���se3•le�l p�yr it�r�s t�F $" �V`� sanGt�r}+ s���•e� �i��, 0'Yfi', �i'-8', 8'-] 0', lil'-1�`.
1�cvis�d �ren�l� s��'et}+ quar�ti��
�n�er��s� ��t}� slem 9. ��o���t �4�2e� P�ll�tt�on �'r�ven#ior�
U��1 �'� ` � V
Pa�e i �
!'age 2
�
}IADEI��DU l41 2
� []-N�[T �II ��cid�:ci d�s�ri�di�ns la Ac�{ii�ive A1Ye��ia�es �l I throug� A�4. �—
� L1+SI�Nk3� � Ir�s��ted �FV�'B�. �o�l of 33°l0
spccifsc�tians _ _ ,
FART D:
SC-� 3 �Jpdat�ct s�cuon �}-1 Ci, `.�'a�� �a#cs.,.
l��c�ed ���3Cr �on�truc:tkor� �r��iclelin�s
P�,R'Y' C:
A��i�:� Water D���arl�Y��;�il .Sla�r�iarcl I��td�ls;
Fi���r� �l ^ 1�'�lut�f k:�ccav<3�rotti, B��1cI�El �r�d �avesY�es�� �e���ir �Clnc��r Exi�ti��� ���•eets
F�i���re B-- �e�ver �x�.�tv�t�ot�, B�c�Cf:i11 ���cf �'avcm�:nt �cpai�� Un�er E�cis�irt� Streets
'�y�ica� ��r.iio�� — Tr�iYck31���;t�r ��.�i�Yforced �oncrct�. Pave�tr�:��t
4Etry�idard De�.aii �'�rTr�rici�ir��
T}�ical �ee�i�n—Tre���h I��.��aif Ii1�1�1C' Paverticiil
�1i�d�� S�s:ii�sa'k D�.72.2 — �i��l'I.AST D1�1l�1
�
Pa�e 3
— -- — ���� � - ������� c����`�ic��� — -
?, iVI�►�P na unjustified changes nr ��lPtians in it's 1vI/W�3E pariicipation commitments
submitted with or subs�que�t to the bid, and,
2. If sc�bstantiaf subcontracting andlor su�siar�tial suppiier opporiunities arise during the term
of the contra�t which the ca�tractor had repres�nted he would pertorm witf� his forees, ih�
cor�tractar st�a[I notify ti�e City before subc�ntracts or purchase orders are let, and shall be
required ta comply rrvith mo�ific�tions fia gaals as determined by the City, and ,
3. Submit a REQUEST FOR APPROVAL aF CHANGE FORM, if the co�tractar desires ta
change or delete any of th� MIWBE sub�antractors or suppliers. Justiiication,for change
may he granied for the followir�g:
a. Failure of Su�cor�tractor to pro�ide evidence of cov�rage by Worker's Compensation
Insurar�ce.
b. F'a�lure af Subcor�iractor to �rov9de required general liability nf oth�r insurance.
c. Failure of Su�confractor fa exec�ie a standard subcontract farm in the amount af the
proposal usecf by the Gontractor ir� preparing his M1WBE Particip�ation plan. _
d. Default by the MIWBE su�contrac#or or supplier in the pertormance of #he
subcontracior.
Within fen (1 p) days after final payment from the Gity, the contractor shall provide the
MIWBE Dffice with documentaiion to reflect final participation af eac�t subcontractor and
supp�ier used on the project, inclusive of MIVVBEs.
D�14 CAI.�N�AR DAY
Defet� �aragraph C1-1,24, in Part C�General Conditions, ir� its enffr�iy and substitute t�►e follawir�g
ne�r paragraph: .
G1-1.24 Calendar Day: A Calendar day is any day af fhe week ar month. All calendar days
are counted in computin� contract time a�d fQr determining liquidated damages, if any;
however, the Contractor wili r�ot be allowed to work on Sundays or any holidays observed
by the City pf Fort Worth.
�-R5 SU�5lD1ARY WORK
Arty and �II work spec'tfically governed by dacumentary requir�ments for tE�e project, such as
conditions imposed by the Plans, th� General Contract Documents ar these Spec�al Contract
Documents, in whic� no specific item for bid �as beer� pravid�d for in the Praposal, sf�all be
cansi�ered as a subsidiary item of uvork, #F�e cost af which shafl be inclucfed in the price bid in the
Proposa! for each bid item, including but not fimited ta surtace restaratian, removal and
replacement of fencing, ar�d cleanup.
Da16 {NAGE R,�i�S .
The iabor classif�cations and minimum wage rates set forti� herein have been predekermined by
ti�e City Council of the City of Far# �lllorth, Texas, in accor�ance with statutory requirements, as
being th� prevailing classificatians and rates that shall govern on a�i work performed by the
o�sora� SC-'f 2
I'I
��RT° C� - �PE�IA� C�N�]IiIONS
Cantractor or any Subcontractor on the s�te of the project cavered by these Contract Documents.
In no event shaEl less than the following rates of wages be paid. (Attach�d)
GENERAL DECISiON TXQ10045 Q310212d01 TXA�S
Date: March 2, 2001 General Decision Number TX010045
Supersedeci General Decision No. TX000045 �
S#ate: Y�X�S
Constructian Type:
HEAVY
HIGHWSY
� � County(ies):
CO�LIN GRAYSON ROCKWAL�
DALLAS ,fOHNSON TARRANT
� DENTON KAUFMAN WICHITA
ELLiS PARKER
HEAVY AND HIGHWAY CONSTRUCTION PRUJECTS iN WIGHITA COUNTY �NLY.
HICHWAY CONSTRUCTEON PROJECTS ONLY F�R REMAlNING COUNT�ES
Modificatian Number Publication Date
0 0310212Q0'i
COUNTY(ies):
COLLIN � GRAYSON R�CKWALL
DALLAS JOHNSON TARRANT
DENTON � KAUFMAN WICHITA
ELLiS PARKER
SUTX2043A 0312fi/1998
��
��
AIR T�OL OPERATOR
ASPHALT RAKER
ASPHALT SHOVE��R
BATCHENG PLANT W�IGHER
CARPENTER
GONCRETE FINISHER-F'AVING
CONCRETE FINISHER-STRUCT�RES
CONCRETE_RUBB�R
EL�CTRICIAN
FiAGGER
FORM BUI�.DER-STRUCTUR�S
��oioi
Rates
� �.ao
9.55
8.8Q
1 � .51
'i 0.30
� a.50
9.83
8.84
� �.37
7.55
9.$2
����3
Fringes
� -. .__ � - _ _ - -- - --- - -- -� _ _ -� . _ _ --- -. - - --- —�_- _---- -- - . - - _ .--_ — : _
i � . - -
. . PA�i D � ����I�L COf�[�Ii��N�
FORM LINER-PAVING & CUR� 9.-00
F�RM SETTER-PAVlNG & CURB 9.24
�ORM SETTER-STRUCTUR�S 9.09 '
LABORER-COMMON 7.32
- LABORER-UTILITI( $.94
MECHANIC 12.fi8
�I L.ER '� 0.17
SERVICER 9.41
, PAINTER-STRUCTURES 1 �.�4
PiPE LAYER 8.98
! BlASTER 11.50
, ASPHALT DlSTRIBUTQR OPERATOR '{0.29
ASPHA�T PAVING MACHINE 10.30
+ BROOM OR SWEEPER OPERATOR $.72
< < BULLDOZER 1 D.74
CONCRET� CURING MACHINE 8.25
� � CQNCRETE FINISHING MACHINE '11.'l3
CONCR�TE PAVING JOINT MACHiNE 1E3.42
� CO�ICRETE PAVING JOINT SEALER 9.�0
. CONCRETE PAVING SAW 10.39
CONCRETE PAVkNG SPREADER 1Q.50
� S�IP��RM MACHINE OPERATOR 9.92
. CRANE, CLAMSHEL�, BACKHOE,
�' DERRICK, DRAGLINE, SHOVEL i 1.D4
� ' FOUNDAT�ON DRILL OPERATOR
. CRAWLER MOUNTED 1 Q.00
FD�NDATION DRILI.OPERATOR
' TRUCK MOIJNTED � 1.83
FRONT END LOADER 9.95
� MILLING MACHINE OPERATOR 8.62
' M1XER 1 a.30
�
MOTOR GRADER OWERAT�R FINE
GRADE � 1,97
� MaTOR GRADE OPERATOR 10.96
PAVEMENT MARKING MACHINE 7.32
ROLLER, STEEL VIIHEEL PLANT-MIX
• � PAVEMENTS 9.D6
ROLLER, STEEL WH�EL OTH�R
�� FL..ATWHEEL �R TAMPiNG 8.�9
� ROLLER, PNEUMATiC,
SELF�PROPELLED 8.�48
SCRAPER 9.63
� TRACTaR-CRAWLER TYPE 'i 0,�8
TRACTOR-PNEUMATIC 9.'i 5
� TRAVELiNG MIXER 8.83
• WAGON-DRlL.I., BORfNG MACHINE 12.OQ
REiNFORCING STEEL SETT�R PAViNG 13.21
REiNFORClNG STEEL SETTER
. STRUCTURES 13.31
STE�L WORKER-STRUCTURAL 1A�.80
, �3/3nin:r � C;-14 �
h �_._:.-- ....: : i - _ . . _ . � _ . . _ .. _-
0
.�
_ - � _ _. _ .--_ -- "
f��R� � - S���I�� ����liIOPIS
SF'READER ��X OPERATOR
VIIORK ZONE BARRICADE
TRUCK DRIVER-SING�.E AXLE LIGHT
TRUCK DRIVER-51NGE.E AXLE HEAVY
TRUCK �RIVER-TANDEM AXLE 5EM1
7RAI �.ER
TRUCK DRiVER-LOWBOYIFLOAT
TRUCK DRIVER-TRANSIT M�X
TRUCK DRIVER-WINCH
V�BRP►TOR OPERATOR-HAND TYPE
1NELDER
10.00
7.32
8.965
9.D2
8.77
10.44
9.47
�.oa
7.32
19.57
Uniisted classificatior�s needed for wark not incluc�ec� within the scope of the classi�cations �ist�d
may be added after award oniy as pro�ided in the fab�r standards cantract clauses {29 CFR
5.5(a)(1}(v)).
-------------------------------------------------------------------------------------------------------------------...._ In t�e
listing abo�e, t�e "SU° des9gnatian means that rates lisfed u�der that identifier do not reflect
collectively bargained wage and fringe benefit rates. 4ther des9gnatinns indicate ur�ions whose
rates ha�e b�en deterrninad to bs prevailing.
WAGE DETERMfNAT14N APPEALS PROCESS
�.) Has there been an ini�iaf decis�on in tt�e matter? This can be:
* an �xisting published wage determinatio�
* a survey underlying a wage determination
"` a Wage ar�d Hour Division ietter setting forth a position on a wage determination matfer
* a conforrna�ce {adciitional elassificatian and rate}
rufing
On surWey reEated matters, initial contact, including requesis for summaries of surveys, sFtould be
with the Wage and Hour Regionaf Office far the area in which the survey was conducted beeause
thase Regional Offices have responsibility for the Davis-Bacon suruey program. ff the response
from th�s initial contact is not satisfactory, tt�en the process �escribed in 2.} and 3.) shouid be
fallowed.
With regard to any other matter not yet rip� for the farmal pracess described h�ra, initial contact
should b� with the Brar�ch of Construction Wage Determir�ations. Write ta:
Branch of Construction Wage Determinatiar�s
Wage and Hour Division U. S. Department of Labor
200 Canstitutian Avenue, N, W.
Washir�gton, D. C. 2021 p
2.) If tne answer to the. questian in '�.) is yes, then an interested party {those affected by the
actian} can request review and reconsid�ration from t�e Wag� an� Haur Administraiar (S�e 29
C�'R Part 1.8 and 29 CFR Part 7}. VIlrite to:
o�oio� � �c'_15
PI�R� � � �P��IAL ��h���`TIONS
Wage and Hour Admir�istrator
U.S. Department of Labor
200 Canstitution Avenue, N. W. '
Washington, D. C. 202�0
The reguest sha�ald be accompani�d by a full statement of the interested party's position and by
any information (wage payment data, project d�script'ton, area practice material, etc.) that the
requestor consid�rs relevant to the issue.
3.) If tf�e decision of t�e Administratar is not favorable, an interested party may ap�eal directly to
the Administrative Review Board (formerly the Wage Appeals Baard). Writ� to;
Administraiivs Review Board
U. S, ❑epartment of Labar
200 Constitution Avenue, N. W.
V1lashington, D. C. 2021 Q
4.} AI{ d�cisions by the Adminis#rative Review Board are final.
END O� GENERAL DECISION
GENERAL DECISiON TX0100�6 0�/7112�01 TX46
Date: May 1�, 2QQ1
Genera! Decision Numb�r TX010a46
5uperseded General Decision No, TXOOOQ46
Sfate; 7EXAS
Canstruction Type:
H �/�VY
County(ies):
JOHNSON PARKER TARRANT
Heavy Construction Pro�ects (Inc[uding Water and Sewer �.ines)
Macfifcation Number Publicatior� Date
0 031a2/200'i
1 431�912D01
2 051'I 1/2041
' CDUNTY{ies):
�
J�HNSON
* PLUMQ148B
� . v�oio� .:
,�
PARKER TARRANT
05/01/2001
Rates Fringes
SC-16 -
}�
�
ti_
PA�i � - ���CIA� ��N�l�IOi�S
PLUMBERSIPIPE�ITTERS
20.43 3.84
__W �..._�_-------..-------------------------------------------------------------------------------------......-----------
SUTX2047A OBi091�990 '
GARPENTERS
CONCRETE FIN[SHERS
E€.ECTRIClANS
FORM SETTERS
LABORERS;
Common
Utility
PAiNTERS
PIPELAYERS 8.43
POWER EQUIPMENT OPERATORS:
Backhoe
Bulldozer
Crane
Front Enti �oader 1 a.54
M�chanic
Scraper
REINFORCING STEEL SETTERS
TRUCK �RlVERS
Rates
4 0.40
9.81
13.26
7.86
fi.37
8.09
9 0.89
11.89
10.76
13.16
9 0.93
10.Q0
'f 0.64
7.34
Fringes
$3.64
3.3D
3.30
WELDERS - Receive rate prescribed for craft perf'orming operation to which weEding is incidental.
UnGsted classifications needed for work not i�cluded within the scope of fhe ciassi�cations listed
may be added after award anly as pro�ided in�the IaE�or standards contract clauses (29 C�R
5.�(a){1}(�)).
-------..____..__..�....------------------------------------.._____....-------------_...._..____--..---------------------_____..___ I �
the iisting above, the "SU" designation means that rates listed under #hat it�er�tifier do not reflect
collectively bargained wage and fringe bene�'it rates. �ther designat€ons indicate �ur�ions whose
rates hav� been determined to 6e prevailir�g.
WAGE DETERM�NATiON APPEALS PROCESS
1.} Has there been an initial decision in the matter7 This can be:
* an existing published wage determination
* a survey underlying a wag� determinatior�
* a Wag� and Haur Division fet#er setting forth a position on a wage determina#ion matt�r
* a cflnformance {additional classifi�ation and rate) ruling Or� survey related ma�iers, initial
cantact, including requests for summaries af surveys, should be with the 1Nage and Hour Regional
Office for the area in which the survey was cand�cted becaus� those Regional Oifices f�ave
responsibility for the Davis-Bacan survay program. If the response fram this initial contact is not
satisfactory, then the process describe� in 2.} and 3.} should be fa[lowed.
With regard to any other mat#er nat yet ripe fo� the formai process describ�d here, initia� car�tact
sh�ould be with the Branch af Construction Wage Qeterminations. Vlirite to:
Brancf� of Construction Wage Determir�ations
a�oioi �,�-'� �
� .-. .. .__..__�. --_._� —_ _ . —_ _— -- =_- - �-- °- - - — — _ � .-- _ _.�. —�: _�;. � -- -.� , .
���� � � ������� ����������
Wage and Hour D�vision
U. S. Department of Labor
20Q Constitution Aven�e, N. W.
Was�ington, D. C. 2�29 0
2.) If the answer to the question in 1.) is yes, then an interested parky (those affected by the
action) car� request review and �reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 a�� 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. De�ar#m�nt of Labor
200 Constitu#ion Aver�ue, N. W.
Washir�gto�, D. C, 20210
The request shouid 6e accompanied by a fuli statemeni of the interested party's position and by
any informatinn (wage paymsnt data, project �escriptian, area practice ma�erial, etc.} that the
requesta� considers relevant to the issue.
3.} !f ihe decision of the Administrator is not favorable, an interested party may appeal directly to
the Admfr�istrati�e Review Board (formerly tha Wage Appeals Board). Write io:
Administrative Review Baa�d
U. S. �epartrnent af LaE�ar
2Q0 Consfitution Avenue, N. W.
Washington, D. C. 202�0
4.) AEI decisions by the Aciministrative Review Board ar� �nal,
END �F GENERAL DECISION
Dd1� �AS�NI�N7S A�ID PERMI3�S
Th� performance of this contract requires ceriain iemporary canstruction, right-of-entry
agreements, and/or permits to perform work on private pro�erty,
The City has attemp#ed to obtain the temporary co�struciian anc�lor right-of-entry agreemen�s far
propertie� where construction activity is necessary on City owned facilitie�, such as sewer iines or
manholes. F'or locatEor�s where the City was urtabl� to obtain the easement or r'tght-of-entry, it
shall he the Cantractor's responsibility to obtain the agreement prior ta beginning work on subject
properfy. This shall be subsidiary ta the contract. The agreements which the City has obtained
a�e avaiiable to the Cani�actor for review by contact9ng the plans desk at the Department of
�ngineering, City of Fort Worth. A1so, it sl�all be #he responsibility of the Contractor to obfain
written permission from �roperky awn�rs ta pertorm such wark as cleanout re�air and sewer
serrrice rep�acement on private pro�erty. Contractor shail adF�ere to ali requirements of Paragraph
C6-6.10 of the General Co�tract Documents. The Contractor's atten#ian �s directe� to the
agr��m�r�� t�rms along with any special condi#ians #hat may t�ave been imposed an these
agreements, by the property owners.
The easements andlor private property shall be cleaned �up after use and festored to its original
candiiion or hetter. In eveni additional warit raom is requir�d by the Contracto�, it shal! be the
�
'�
n�i�nin;r . �C'_1 R �_.:
, � _ • ��
' - �� - Sr _ ..���...-✓� . _ __ ..s...�....s3„ _. _ � • � . _:t�: �_F�
�1��r O� F�1't �N���l
�!€i�arit� �nd 1�1��rnea� Busir�e�s �nter��ise �peciff�ation�
�PE�I��.1�1�TF�l.���1��1� FOF� BIDD�R�
A�PI�I�ATI��# �F POL.I�Y
�« #Y�e #at�l �a�lar val�,e o� t�7e c�ntract as ���,0�0 or rz��re, khe 14'IfWBE goal is applicable. If tF�e Eotal [loaaar
v�lu� of tY�e co€�lfact Es �ess than $25,O�Q, ih� �4lM+B� g�al �s not appll�able. _
P�l.l��l �TA�`�M�NT
I� Fs ti�� palicy �f th� �ity o� F��t 4'��rtFa t� ens�rs #�e lufC �n� eq�tltabl� partici��k�on �y NQi���itylWp�neri ��sC�,eSs
�nt�rpcasas {MJ�1�8�} in the �r�curer�er�l of 2�lf go�ds an� s��+icts to �he ���y or� a cont��cku21 basis_ T�e �bte��ive
vf tl3e 1��II�y is �o �r�cra��e the us� of MJW�� fi�ms �o a lev�'. ��mpar�ble t� U�e ava�lab3�t4� oE NiNVBEs II�$# provl�e
goods ��d s�r�ices dire�kay or i�r3i���tly �o lha Ci�y,
M1W8E pF�OJ��T �OA��
'�'he �iEy`s N,���l�� c���l an t��s �ro;e�4 �s 33 °l8 �f k#�e ba5a [�1d �+21u� �f the �or�Erac�,
��i�l�P�,1�4{��E T� 8!D �P��IFI�A�fONS
On �:�y con�ra��s o� ���,OOU o� mace, �idders ar� f�q�ired #o corrkply wiRY� the int�nt o� tl�e �ity's ��V�� o�#inar�ce
!�y eikltier ai lhe f���owlr�g�
1. IU�eek or e�[ceed kh+� �b�ve skate� MfWe� gp�.1. �r;
2. Goa�l Faith �ffiort �Io�urrGa�tatian, or;
3. V�lalver d��urr�ontatia�.
�kJghJl�Tl'A� DF' ftEQUIR�p pO�U�Vi�hlTA��Q�
��e appficet�le �ocumenls must be �e�ei��ed �y khe M�r��ging I�e���kment. wfthlr� t�$ �all�4vir�� ti�es �G�o�ake[�. in
orcl�r �or Fh� �r,�ire �id lo be c�r�s�c�$r�d res�ar�sive !� khe sp�c�fltatla�s,
1. PhfW�� U�lll���iory FOFI'f1;
�. �rier�e �on#�acCor V1+ai�r�r Forrn:
3_ �ooCE F�i�h� E'for� F��rrs;
recelved #�y 5:�0 �.rr�.� five (�j �ity b�siness d�,ys �fiter tho
hid o�enlr�g dat�r, excl�sive o� ihe b�d apenirr� dat�.
recc�ived by 6'�0 p.r��., flve (�� Citp bus]r��ss rl�ys a�ter lh�
bid openfn� d�,t�, exc[�sive o� t�e bi[f op��€r�g date,
�ecetved �y �:00 p.rr�„ five {Cx� Ci�y bus�n�ss days �fter ti�e
bid openG�g �ate, ��ccfusive of the hid t��en�t�g t�ate.
�Al LUR� TA ��[�1PLY Wl7H �'H� C1�5"S MN�fBE ORDJ�JA�1C�, WIl.L ���ULT IN Yh� �I� ��EN�
�Q�SI��RE� 1VON-Ft�SP��JSCV� 3'O �P��IFC�.4�i0NS,
�
Any c�u�stfons, �lease c�inta�� tF�e MJW�� OEfce a# (��7� �7�-6�04.
�
�
�
�.
�t2u. �12159 �
_� -- --T- , -_-- . --�----_-� � - -- _ �----- -- �;:� _. . ._t.�. _-� .' .:f_� ,.. �
' . . ' . . . • - . • • ' ' . � ' _ �. . � 4 �.
5�i1 13J'1� 1. ��111 +�-L�U� l !�'�LL.1 1 YiLi� 1 L'�f.�V;' �`���
�r�ii�i1��JL�L �
G'��y Of FOi� �'o���i
Trrrr�spurlr�r�or� �rrrr� �ubNc �f'�rks I��p�'�tr��e�R�
���r a�� ����;� �r e �
�
�VA�lS AV�Nil� ������'R�C'�`���
��14�I �A�`Ik ����DAi�T+� �T���'�' �'� TE��,� A��E
RE��A��DA,T�: M�n�ay,Aug�sll�,���1
BY� DA�'�: �'��rsrl�y. �#�ust �3, 2���
Tite follo�+i«g addit;r�ns shall bc st��.�� ta the ap�rc�pria�c sccti�ns oftl�e pla�}a an� spccifications
�d sha�l bec��e ��ast cr�t�� �ont��act �acur�ct�ts. Sidders si�aSl a�:lcn�wioc�c rccci�� o� t�is
���der��#unn oa th� �id �ro�ass� a.rfd oY� r�� �ut�idc of�hc sv�ted �t��+���p�.
�R�P4�A�:
L1�it II� - S+�rter
Rerr�ove p��+ itpm -�tandard �' Di�. Stxaila�y �e��cr Mnnhol� {0'�6' d�g#�t�.
The �oairact �ixn� i� smc�c�cd to YSO �work��e� dw�s.
�1nit y� 4 Sta�m Dr�i�e
Ch��c 18" ��atte�l I}re�sn #0 2�4,�
�tcvi�e ��c+r�tity'�U�c��s�i�ie� '1'rcnch Cx�."
R�visc quatti�l}� "�4"' ���'�
i�evise "l8" It��'"'
R.evise q���ntity "Trtnc� S�f�ty �'or Skorm J��ai,�"
R�vise q�an�ily °'d" ���sa,•� Iv��h�lrs",
Remove "�'F C���auts
�'LA1�S:
�{re�r D7:�
�. F�rnituro ant� �i�t�.-n�ls Sc}��du1c;
+ �ike ra��C ���ari�ti€�n aa�d �ar��x�� t� ;��d a� follow�:
Pls�: Sp�ci��
#� C��t C}ut N��n��ct�Ker Iv�odet #� �`ondrlinns
� i�kic� lta��C "f �bu�:�r �vrrns. �r�u. "�t�a�x�`" i3lacic
�ant�ct
Nio�lin Rcc.
�Q�1-�33�5347
k�g� 9
��ge ��
Pa�e S �
�age 3��,
�ag� �2
i���� �2
Pag� � �
� age k 3
�'ag� 13
Pu�c 1
SEnil' �Y �FT. �94RTH
} �-20- 1 ; 4��3PM ;
��ERTDi31�� 3
�u�r�-�o�s-a 817 871 $Q92;# �� s
�. �ur�itu� �n� Mate�i�is Sched�ie; .
� Brick,desc�iption �nd c�ntact #o read as fallawa:
P1azr Speci�l .
��ll t7ut Ma�u�'s�ture� Mod�t � Condi�oz�s � ��n4act
�Pick A A�ME � BLciidGd it�d Modular clay pav�r-� to be ��,�r�r C�em�nt
cho�en �ram available � 1'io332-� � OI
Stsr�td�'d cQ�ors
�rick �3 ACME ��en�ed Modular c1�y ,pa.v�r — to 1se Y�a.�+y Clem$nt
Gharcaal c�,�sen �rvm available S1� 332�41D1
5tanc�d cvlvrs
Slieet C.�S
3. R�lac�te �new ��" SD liae ir,stallatian from 12 �eet West of aaselin� ta � fe�t �ast af
�asatine.
2. Constru�et 4— Sta�da�rd 4' Storm Drax� Manholes a�ot�g n�w 24" Storm lltain Line.
3. Change all �S" Slotted Th�i�s tv 24" Slotted Drai�s.
4. Ch�►g� al� I�" fi.CP Laterals (et Sid�ted Th�.insj t� 2�" �,CP I.a�erat� �d ti� ir�ta Storxn
Ura�n Ma�ol�s,
5. Chan�e �awline elevativ� at drain inlet aear �roposed fa+�x�un �ram 6Q7.7i tv d45_7�, Tie
18" �tCF �at�ra,,t irz�cr Stomi nraitx Man}xoles.
I
,
Pa�e r _
c�� � i .
��'[' BY :�"f. 1�O�iTI�
; 8-20- 1; 4�53FM � ENi7"C-�4LLARSa �17 �il 849��# 4/ 8
� [J1�IIT III ��W�:H.
�,
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��ay Approxi�ato U�riptior� a� Pay �tem with Price U�it PPiae Hid Tat�l
it�m Qu�atity Wr�tien In Wa�ds Pr�c� Hid
l. l�ach Rdmove �xistin$ M�ril�o1� c[t�;
Aollers ,
& C¢�ts Per Ea�ch
� 2. 1�ach 4' Dia. Sat�itar�+ 5ewer t]rop Manhole
� (lncludir�g Water Tight I�serts) tl2'�14'
De�t�) �;
3.
�#.
�5.
_. Db13�rs
& Cet�hs Per� Each
� �^' �ur. �� _
m+ �� r�s,e�,� �.�
� — —` ,� -��n�e��
�y'_ r'a,��
,� • .���_� -
2�c� 5tenctar+d 4' Dia. S�itary S�wer
Ma��lioI� (tncludtng Wstcr'fip,�t�nsetts)
(6�-8� ���} p;
-_ _. _ _ Dai#a�s
& Ccnts Per �act�
1 Each Standard 4' Di�a. Sss�itary 5ewer
Rha�ole (In6luding Wat�r Ti�ht Iriserts}
{ 10'- i2' I7epttt) @;
_ Do�E�rs .
& C�nts Pee Raci,
��,tiqoJV01076f0�we�WtRdYO$AL PART Itl dne �Ag@ i
i
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5pv'i' BY : F"i. �ORTH ; 8-20- 1� 4��4PM � HU l T7`-�OLL�RS� 81 � 871 80�� �# 6/ 8
,, � 7. l SO S.I�. Repaie �o�tceete P�vement {a�; ` . _ �
� ' -- Dc�lIars �
,�i Cents Per Linear �oat
S. �1� L.F, ' T'rcnch Sa�fety for Storm X7rain �u ;
Dai[ars
y & Cents Par Linear Foot
9, 1 L.S, ` sto�mwater Pol[u�on Prevet�tiac► �u �,
' i7oilars
�
I - & ' Cents Pcr Lump 3um - -
� _
10. 4 Ea,cch 4' Square M�nbo4es (a;; �
�,. _ - � ;
oal lars 1
g� Cet�ts F�r �ach •
� 11. � �.��� _ . � ! - - � �
_ �
- " �s��������
�; �, ^���
, _ _ . -- .,
[Tl�il'� IV- STQRA+� bRAi�T �'OTAL ANiOUN�' $3� � . - - -- -
t:���u�reaozwp�,+�Rnrosu. ��r or �e�+ 1�'ag;e l3
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�'��y o, f #�'orf i�or��
Tr�c�s,�c�*�c�t��rr ur�dFfibfic F��rks D�urhr�e��
���►� ����'' �i' �����'����{��
+��� ���'�` ��������+ ���r� 14 �'� �r' ����r .��i ��
�L�S� D��: 7uesday, Augu�i �1, 2��1
$�D DATE: 'f�+stsda�, Augrxst ��, ��Q1
'�"he Follc��ving as�diiio� sl��l� be m€�de #o th� ap�ropr���o �tiv�ra �f S�e �lar�s .�nd spe�ci#i�arti�r�s
anci s�ati! b�orn� � part of i�to �ontr��k Do�um�n�s. Bidt4�rs sh�lt acC�cr��wt�dge reoe�pc o� this
�,�ide�d►�rti on #h� bid pr�posa] and �r� i�e ou�s�c�e of � se�Seci �nv�lapa.
PLA�,'�:
S�he�� �'��
�. Ad� tl�c foilowi.n� ��ncfal �cr��s:
�S. '�'kxe �ity bas p�ccpa.�et� �d ��v�ro�tn�r�t�l �sscasm�t �or thia pro�cct. T�e cngine�rin�,
�o���l, �c�norrtic �.1d c�xv��r����� x�v�stig�4�ior�s c�n�uctr�cl t�us fat' �nc�icat� #hat t�is
pr�je�� mee#s tho eriter�a �'o; C�E���ric�l �xc����a�t, �d si�i�ic�nt envit'�ru�c�#al irrt�acts
ar� no# ex���ted t� o�cur.
2�. (��.c �is�oric�! na�irrlcer is �oc��ed �� #I�e [+�o�nt �ion Ba��s�# �h�lt, loca#e�! �i 17oS
Evan.s �1�crtue. Tl�� �u��hir.e �um�er�azrd ��uvch, �o�a#�d �� 1��� Ev�uts A��tl�eF a1�
�oss�sses ar���it�tur� and }��storical, sigr�i�c�tce. T`]t� a�cs,ot�s�'�xctio�, of E�rans A�eou� wtll
r��t a��e�sety� i�pact �e�� bu�xc��rxg�.
30. �4 co�� o�' th� ��virc+nm�ntat �,sse�c�mer�t r�aay� I�c o�#ai�ed �rorn ti,c 'Y`�ansportatiot� and
Pu�o-l�c 1�o�•ks Do�ark�a�r�t.
�age 1
PROPOSAL
To: Mr. Bob Terrell
City Manager
City of Fort'Wortly
Recnnstruction with Paving, Drai�age, Water, 8z Sanitary Server and
Lanc�scape/Plaza Ymprovements o%
Evans Aveuue from East Rosedale Streei to Terrell Avenue
PR�.I'ECT NO.: p��3-060S301i6�60
pS58-0'i6�$Ol.'���'�0
Pursuant ta t�e foregoing "Notice ta Bidders", the uz�dersigned Bidder, i�a�ing t�oroughly
examined the Car�tract Dacuments, including glans, s�ecial contract doeu.ments, and the General
Contract Docu!�x�ents and Geqeral Specifications for Water Department Projects, tlie site o� tlle
project and understanding the annount of work to be done, and the pr�vailing coc�ditions, hereby
proposes to do al! the woric, furnish all labor, equipment and material except as speeified to be
furnisl��d by the City, wliich is necessary to fully coinplete the wark as provided in the Plat2s and
Cantz'aat Docutnenfs and subject to the inspecti�n and approval of the Director of the Department
of Engineering the City of For� Worth, Texas; and binds hirnself upon acceptance of this Praposal
to execute a contract and fiarr�ish an approved Performance Band, Payment Bond, Maintenance
Bond, and such other bands, if any, as nnay 6e required by the Contract Documents far the
performing and compieting af the said work. Contractor proposes to da the work within the time
staied and for the follawing sums:
(Furnish at�d instal�, install ail appurtenant work, cornpiete irt place, the foliowing itecns.)
LlNIT I PAVING
Pay
item
1.
Approximate Descriptian of Pay Item with Price Unit Price Bid
Quantity Wriiten In Wards
l L.S. Mobilization �7a ;
Dollars
0
C�nts Per Lump Sum
2_ i2 Mo. Barricades for Traffic Control @;
Dollars
Tota!
Price Bid
& Cents Fer Month
Pay Approz�imate Descri�tiQn of Pay ltem with Price Unit Prica Bid Total
' Item Quantity Written ].�n Words Price Bid
3. 2,Z00 L.F. Remove Existing �oncrete Curb &
Gutter @;
Dollars
& Cents Per Linear Foot
4. 7,730 5.�. Retno�e Existin� Concrete Dr�ve @;
Doliars
& Cents Per Square Faot
5. 9,72Q S.F. Remove Existing Goncrete 4' Sidewalk
, ��
Doll�rs
8c Cents Per �quare root
6. 15 L.F. Rem�ve Existing Concre�elRailroad Tie
- & Retaiiiing V4'alls �a ;
Doilars
& Cents Pec Linear �'aot
i
7. 2,292 C.Y. LTnclassified Street Exca�vation @;
�
Dollars
� & Cents Per Cubic 'Yard
8. 3,065 L.F. Concrete Curb @;
Dallars
& C�nts Per Linear Foot
� �
� Pay 1-llpproximate Description of 1'ay Item with Price Unit Price Bid
Item Qnat�tity Written In Words
9. 6,265 S.Y. 6" Li�ne Sta4�iiizecE Subgrade @;
DQl�ars
& Cents Per Sauare Yar�
14. SS Ton Lime (27 #ISY) @;
11.
Dollars
gz, Cents Per Ton
12 Each Smatl Sign Assembly cr ;
&
� 12. 1,000 L.� . 4° Painte� �tripe @;
Dollars
Cents Per Each
' Dollars
& Cents Per Linear Foot
13. 270 Each Raisecf Pavement Markers @;
, 14.
Dollars
� Cents Per Each
b,095 S.Y. 6" Reinforced Concrete Pavement @;
Dollars
& Cents Per Square Yard
Total
�rice Bid �
Pay Apprqximate Description of Pay Item with Price Unit Price Bid Tatal
Iterr► Qua�itity Writtet� In Wards �rice Bid
15. 8,500 L.F. Silicone Joir�t Seaiai�t �,?a;
Doilars
& Cents Per Linear Foot
UNIT Z PAVING TOTAL AMOL]NT BID: $
, -,
,•
�
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i
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f ��
�
i7NYT II WATER
' Pay Approximate Description of Pay Item vvi�h Price tlnit Price Bid Tatal
Item Quantity Written In Words Price Sid
l. 1,154 L.F. 10" Water Line {Including Removal of
Existing Line), Excay. & Baci�fill @;
D�I lars
& Cents Per Linear Tr oot I
2. 191 L.F. 8" Water Line {Including Removal of
Existing L'tiie) @;
Da1lars
& C�nts Per Linear Foot
3. 3 Eaeh 10" Gate Valve & Box @;
Dollars
� & Cents Per Eacl�
�
4. 4 Each $" Gate Va[ve & Bax a�};
Doliars
& Cenfs Per Each
I 5. 3 Each Standard Fire Hydrant & Assemhly @;
Dollars
& Cents Per Each
6. � 3 Each 1" Taps to Main @;
Dallars
& Cents Per Each
� I
Pay Approximate Description of Pay Item with Price �7nit Price Sid Total
Item Quantity Written In Words Price Bid
7. 1 Each 2" Taps to Main @;
DolIars
& Cents Pea• Eacl�
8. 1,34I L.F. Trench Safety for Waier Lines @;
Dollars
& Cents P�r Linear Foot
9. 46S L.F. 1"Copper Service @;
Dallars
& Cents Per Lir�ear �oot
10. 13 Eac�t 3/a" Matar @;
D411ars �
& Ce�its Per Each
11. 13 Eac�� Class A Metar Box @;
Dollars
& Cents Per Each
12. 1,341 L.F. Temporary Asphalt Repair @; ;
Dailars �
� i
& Cents Per Linear F'oot �
,..� _ — — I
I
�T
Pay Approximate Descriptinr� of Pay Item witi� Price Clnit Price Bid � Tota!
, Item Quantity 1�Iritten In t1Vor8s Price Bid
13. I3 L.F Permaiient Asphal# Repair �;
I Dollars
�c, Cents Per Linear 1Foot
l4. 47 L.F. 2° Water Service @;
15
16
37.
18
f L'J
L)ollars
gL Cents Per Linear Faot
1 Each 1�'Ieter Vault for 2" IVleter @
Dollars
g� Cen� P�cr Each
1 Each 1 112" Meter @
Do�iars
& Cents Per Each
1 Tan Ductiie Iron Fittings @;
DoIlars
gz, Cents Per Ton
2 C.Y. Type "E" 1500# Cancrete @;
Dollars
Bc, Cents Per Cubic Yard
3 C.Y. Crushed Limestone @;
&
Dollars
Cents Per Cubic Yard
UNIT iII SEWER
Pay Approxin:iate Description of Pay Item with Price Unit Price Bid Tota!
� Item Quantity ' W�-iitet� In Words Price Bid I
1, l Each Remove Existing Manhole @;
2.
3
4.
5
C�
Dollars
& Cents Per Each
3 Eacli Standard 4' Dia. Saniiary Sewer
Ma��hole (Incjuding Water Tight Ii�serts)
(6'-8' Depth) @;
Db�13C5
& Cents Per Eacli
4 Each Vacuurn Test Manl�ales @;
Dollars
& Cents Per Each
434 L.F. 8" PVC Sanitary Sewer Pipe (Including
Remo�al oiExisting) @;
Dollars
& Cents Par Linear Faot
2 Each 4" Sanitary Sewer Tap @;
DolIars
& Cents Per Each
1 Each Std. Drop Manhole (12'-14' Depth) @;
Dollars
& Cents Per Each
TASLE OF CONTENTS
Part A- Natice to Bidders
Detailed Notice tn Bidders
Special Instructions to Bzdders
Part B- Proposal and MIWBE Section
Praposal
MIWBE Specifications
Par# C - �eneral C�nditions
Part C1 - Supplementazy Conditians
Part D - Special Canditions
Part E- General Specificatians far Water Department Projects
Ger�eral Constniction Notes
Part F- Certificate of Tnsurance and Bands
Carti�cate of Insu�rance
Contractor Campliance with 'UV'orker's Coznpensatian Law
Equipment Schedule
Experience Recaz'd
Maintenance Band
Ferforma�ce Band
Payment Bon.d
Part G - Contract
!�
Part H - Electrical
1 b 140 - Time Clock and Photacell
16470 - Panelboards - Distriiaution & Braneh Circuit
16510 - Lighting Fixtures and Lamps �
Part � - Landsoape Speciftcations
02231 - Tree Pratec�ion and Trimming
02721 - �lotted Drain
02780 - Unit Pavers & C�tt Stane
02810 - Landscape Trrigation System
02930 - Exterior Plants
04720 - Cast �tone
04$ I 0- Uz�it Masonry Assernblies
U9900 - Painting
15435 - Water feature pump equipment
Appendix: Standard Details
Courtesy Notice
Geotechnical Report
�
ji
. I,
�
r
P�'r A
NOTIGE TO BIDDERS
DETAILED NOTICE TO BIDDERS
/• �
SPECL4L TNSTRUCTIONS TO BIDDERS
�l
NOTICE TO BIDDERS
Sealed praposals for the following:
For: The Reconstructia�. of Evans Ave.
From East RosedaYe 5treet to Terrell Avenue
Including Paving, Draina�e, Water, Sanit�ry Sewer
And Landscape/Plaza �xnprovements
PR�J�CT NUMBER: PW53-06053�1�6�60
PS�S-0'�458017��'i0
Addressed tn Mr. Gary Jacksan, City Manager of fhe Ciiy of �'art Worth, Texas will be recei�ed at the
Purcl�asing OfFice vntii 1:30 P.1Vl., Tliu�sc�ay, Augt�st �3, ZQ01, and the� publicly apened and read aloud
at 2: 0(1 P.li�l. in tlie Cou�ncil Chambers.
Plans, Specifica�ions and Contract Documents for this project may be obtained at tiis office of the
Department of Engine�ring, Municipal Of�ce Building, I000 Throckmarton Street, Fort Worth, Texas. One
set of documents wil.] be provided to prospective bidders for a deposit Qf Fif�y Dollars ($50.00) for each set.
A pre-6id canfex'enee will be held Ti►ursday, August 9, 20b1,, begxnning at 1;30 P.M. at the Southside
Community Ce�ater, 959 E. Rosedale Street, Fart Worth, Texas. Bis�ders are encoe�raged to review
the project pla�ns anci specifieatiot�s prior to the pre-bid eonference and be prepared ta actively
parficipate in tha conference. Bidders' q�estions witli be answered ai the gre-�id conference.
Bidders sha�� no# separate, detach, ar remove any portion, segment(s), nr s�eets from the con�trac#
dacuments at any time. Bidders must complete the proposal section(s) and submit tl�e com�plete
speci�cation book or face re,jection of bid as non-respot�sive.
For additioz�al information conce�ning this project, please contact Mr. Joseph A.�wood, P.E., Huitt-
ZoIlars, Tnc. at (817} 335-3000, ar Mr. 3ae Ternus, p.E., Project Maz�ag�r at (8�.7} 871-7949.
Advertising Dates:
July Zd, ZQ4I
Augarst �, �aor
Fort Worth, Texas
NT� ti)
COI�IPREHENSNE I'�T�TICE TO BIDDERS
For: The Reconstruction of Evans Ave.
� Frann East Rosedale Street to Terrel� Avenue
Inciuding Pa�ing, Dxainage, Water, Sanitary �ewer
And LandscapelPlaza Improvements
PROJECT NUMBER: PW�3WQ60�30176260
PS58-070�SO1i5�70
Addressed to Mr_ Gary Jackson, City Maxiager of the City of Fort Worth, Texas wil! be received at the
Furchasing Office until I:30 P.M., �'hursdny, August 23, �001, and then publicly opened and read aloud
at 2:00 P.M. in tl�e Council Chambers. P[ans, SpecificatFons and Contract Documents far this project may be
abtained at the office a£ �he D�partment o� Engineering, Municipal O�ce Building,1006 Throckmortan
Street, Fort Worth, Texas. One set of documents will be provided for a depasit of Fifty Dollars ($50.00).
Tl�ese documents contain additional infarrnation for prospective bidciers.
Ali 6idders will be reguired to comp�y with Provisians S 159a of "Vernon's A.�natated Civil Statutes" of the
Sta�e of Texas with respect to the payment of prer�ailing wage rates anci City Ordinance No. 7278, as
amended by City Ordinance No. 7400 (Fort Worth City Code Sections I3-A 21 through 13-A-29),
proltibiting discrimination in employment practices.
A pre-�id conference t�vill be held Thu�rsday, August 9, 2UQ1, begit�ning at I:30 P.IYI. at the Soutl�side
Commvnity Center, 959 E. Rasedale Street, Fo�-t Warth, Te�s. Bidders are encauraged to review the
praject plans and specifcations �rior to tbe pre�-bid conference and be prepared to actively garticipate
ixr the conferenee. Bidders' questions will be answered at fhe pre-bid conference.
Bid security is req�.tired in accordance with Paragraph 2 af the Specia� Inslruetions to Bidders.
The major items ofwork on the above-referenced pro�ect shal.l consist of#he following:
Reconstruction of appraximately 1,1�5 L.F. of Collec#or Sireet Roadvvay with Concre#e
pavix�g, Brick Pavers, and Concrete Curb and Gatter, and Landscaping.
1,130 L.F. of 10" and 1$9 L.F. of S" Water Lines and related appurtenaz�ces
434 L.F. of $" Sanitary 5ewer L�ine and related appurtenances '
Included in the above will be all other miscellaneous items of construction as outlined in the Plat�s and
S}�ecifcations.
The City reserves tI�e rightto reject any and/ar ail bids and waive any an�lor all fo�aSities.
Bidders shall no# separate, detach, ar rernove any portian, segment{s), or sheets from the coniract doeument at
any tirne. Bidders must complete the proposal section(s} and submit tha completespcci�cations book, ar
face rejection of the bid as non-resQonsive.
AWARD O�' CONTR.ACT: No bid may be withdrawn untiI the expira#ion of one hundred eighiy days (180)
from the date of bid opening. The award of Contrac�, if made, wil! be within one hundred eighty days {180)
after the opening of bids, but in no case will the awa�-d be made until all necessary investigations are made as
to the responsibility of the bidder to whQrrE it is prapased to award the Con�act.
CNTB (1)
Bidders are res�onsihte %r obtaining all addenda to the contract documez�ts and acknowledging receipt ofthe
addenda by initialing tne appropriate spaces on #he PROP05AL form. Bids that do not acknowledge receipt
of all addenda rnay be rejected as being nan-responsive. Information regard�ng the status of addenda may be
obtained by contacting t1�e Department of Engir�eering at (8 � 7) $71-79I Q.
In accordarfce with City of Fort Wortli Ordinance No. 11923, as amended by Ordinanee Na. 13471 and
13781, tlte City o� Fort Warth has goais for the participation of rr►inax-ity business enterprises and wornen
busin�ss enterprises i� City contrac#s. A copy of the Ordinance can be obtained from the Office oithe City
�ecretary. T[ze bidder shall sub�nit the MBE/V�3E UTIL�ZATiON F�RM, PRIIVIE CON'I`RACT4R
WANER ��RM and�or the GOOTa FACT� EFFORT FaRM ("Documentation"}, as appropriate. The
DocLimentation m�st be received by the contracting departt�ent no later dian 5:00 p.m., five (S) City busi�ess
days after the bid apening date. The bidder shall obtain a receipt from the appropriate employee of the
c�rntractirig department to whom ttte delivery was made. Such receipt shal] be evidence that tl�e
Documentation was received by the City.
Axry contract awarded under this Nfltice to Bidders is expec#ed to be fiinded in part by a grant from tlie
Ecoiso►rsic Development Adnaanistration and Community Develapment Block Grants. Neither th� State of
Texas nor any of its departments, agencies, or employees are, ar will be, party to this Notice to Bidders or any
resulting contract. Tl�e contract or contracts are subject to reguiations contained in 31 TAC, Chapter 363, in
effect on the ciate this contract is executed.
The Managing Departmen# for this project is Transpartatian and Public Worlcs. For additional information
concerning this project, please contact 3oseph Atvy+ood, P.E,, Huitt-Zollars, Inc. at (S l7) 335-300fl, or Mr. dae
Ternus, P.E., Project Nlanager at (817} 871�6825.
GARY JACKSON
CITY MANAGER
GLORIA PEAR50N
CITY SECRETA.RY
A. DOUGLAS RADEMAKER, P.�., DIRECTOR
DEPARTMENT Ofi ENGINEERING
:
Rick Trice, P.�.
Manager, Consuitant Services
ADVERTISING DATES:
J'uly ,26, 2001
Au�ust 2, 2001
Fort Worth, Texas
CNTS (2)
1. 1'C�T,�L�ALYI+'���ATY�� !��',[�L111�f:�'IT',1VTS: �11 co3�trac�c�rs subi�riltir�� b�ds arc
rcq��ircd �o h� j,requali#�ied by #.1ze Fc}v� V�Jor�h I'ut�lic V�.'c�F��� llc�aa�t.m�i�i prior �tr s���mi1li�g
k�i���. T]lis �}requa�ificalwon �rx�c�ss ��ril1 est�hlish a bid �irrti� ���ed or, �t �e�l�jc�i ev�lua�ion
�7cS fr�iar�ci:�l ana��sis �� i�r� c�i�trauior. l� �s i�i� �ic��l�r`s re�pa��s�bilily tn subrrtitt �l�e
fc�����v�ri��� cioc��i���nt:�t�ac�n� a curr�:i�t fin�c#al stat��i�en#, a�t ��c�r�t��+lc ex��ii��ce rec�}rd, ��Y
acccpta�le ec��s��rn�:�,t sch��l��le �it�r� a��y otlier ���c�,n�e��t� ti�e �e�atter�ent m�� de�ni
nece.���u•}�, �o Il�� L)tr�c�{�r ��#`tlte 1�I�a#er.�����a.rtnzent a# 1ea�� se�re�r �i} t��endar day� �r��r ��
t�ic ci�te c��`Ihe �pening a��bids,
a� "i'he fiitiar�cial st.�le�r�e��� rc���ired 5�1R�� �l�V£' b�cr� prep��ec� �� �ui ir��icpe�.dent
certifi�d guhli� accauiYt�lt or a�w irt�iepende�l ��rblic accoL��l�rn� k���di��g � v�li�l
�e��zit �ss��ed by ���pr�}�riate ���{e licet�sin�; �gency, anci �l�r�« have been sc�
pre�arecl as tr, re���ct� t�re I i��ncia� st�itits o�' Nie �ua,t�iiltistig coinp�3��r. This s�ate���e�t
ti�ust L�e ���i-re�7t ��c� �tiot inore #i�an. t�ne �l} ycar oicl. �n fhe ��ss� �hat a l}id�iin� clat�:
�'a��s witl�in #he time � ��ew s�a��in�nl i� k�ein� pr��ared, t��� pre�+�ous siat��nc�l s1���li
l3� k�pr�atcr� h� proper v�raficftti�rn,
b� �'ar an ex�erience rect�rd �o be coa�s�d��eci �cr b� accep�abl� for � give� �rro�ect, il
i�u�C re�lr:�;t �ltie cx�e�i�rrce a:f' t�e fir�n se��cin�, c��tai�fi��t�or� in �vc,r� {�f l�o�h lh�
sam� r���E��i�� ��d ��c�wica� leve� �s i��at of #l�e }3rt>ject i�isr ��+1vc1� I�ids a�e �a b�
�ec�ivcd.
c} i'I�c Birec�o� of tk�e Tra�sp,�r���ian and �'ul��ic l�a�ks s��ll l�e llle sole ��,�ci�e a� #�
�]�c �ccc}��r�biljty 1'or �ir��nci�l qualificati�n l� hid at� an}� �`�r� W;�rtP� �V�ter
3��pa�t���ni prrsject,
�!} Bi�s rec�ived ir► �xc�ss o#`�E��e €�i� ]ir�i� �l�all �� cojisid�reci nc�r�-res�ot�sive and wi�l
he �x:j�cted �s s��l�,
�:j �'hc ��#y, in i�s so�e discrc�jon ma}� r�e,jtc� a�1� �id Cc�r f€�i�ur�:x to d�moustr:�ie
�xp�ri��cc anc�inr e�cper�i�e:,
f� �1ny propo�nl� �+x�r�itte�l b}+ a ��air�p���q���lilied I�isJ�ler sl�a�l be ret��rner� ��nc}�ct�r:�,
an�! i�' ir�dv�rtently oper�e�l, shall na� be cor�sid�re��.
�,� TIl� ��ty avi11 attcin�� to n�li�}� �r{>s���ctivs biddcrs �vho�e �}��r�li#icatw�rn,� �financia�
ar �xp�rierr�;�} ��-� i�c�� ci��t�Yed to be a�pr�pri�i�: tn t��e na#ure �u�df�,� ma�riik��l� c�f
�1�� }��ojcct oti wluch bids are �� �+e i�ecei�cd. �'�ilttre #� �ot�fy sh��l n4�i �� � v�r�iv�r
��any rrecessary �reyK��+�i�i�at��n,
�. I3li� ���{'UI�[T�: A c�a�l�ier'� c��ec�r., n� at� �cc:e�?tai��c bidder's 6�nt�, �ayable �� �e City nf
.Fort 1�Vortl�, i.n r�n ��n�un� �o�`ripi �es� tl��t� five p�rcen� �S°��� c�� xl�� kx�r�es� pas�il��e to���� af
#i�e bid suhmitted rn��s# �{:COT7��]�illj� k�l� �i+�, :J�3ii is su%��ct to f�r��it�u•� in t�ie evenC klie
sti�c:cesstul i�idd�r fails t� e:�ec����w tlle �`an�r��t L�oc�r��ents within len (1{}� tl�ys {it�c:r ��z�
sa��:c��:��. Er�s�rr���c�r�r�r�s -r� r����r��
� — �
contract has beeri �w�rc3e�. 'i'a be ai� acc�+#able �urety r�n t��� l�o��l, ( l) t��e r�am� c}t' �Il�
surety sliall l�e in��uded �n �lze �t�rr�r�t �i.S_ T�•ea�uty 1���, or �?� tl�e sti�x��y i�4�si l�ave ca�i��l
�ld s�rpl��� �c�ua� !o teu lin3e� tl�e linut of �he b��Yd, 'Fl�� sk�re�}� rii�tst l�� �icen�e+J �o d�r
l��sir�ess i�Y kiie �late of'I'v�cas. �'he: au�ount of 11�� i�on� shall �n# e�cc���i tl�c �rrzatu�t shc�wn
an s3�e'ir���tiry lisl or��s��-���tik1� (.111C}) �ftiie �cat�l cap�tal �ti� sta�plus.
;, B��DSi A�crF�r�iance baz�d, a p�xyrnent �3�z�d, ar-rc1 a maint�nat�ce �Snnci cach �'o�` o�te
�Yu��dred perccnl � I[]I)",�o) nf �1�� c����ract pri��: will �3e �•��ut�ec�. R�fcrc�c:� � 3�3.7.
�. WA�F I�A`�'ES: Nc�t Ces� lk��s� ihc �re�+a�iing wa�� ��te �st�b�ist�e� ��y #.4�e ��;it}� �#` �`ort
VUc�rll�, -1'��t�.s, a��d a�s set f�i� i�� t�rc C.��tttr�cl T�c��tt�ncrrls fl���s� bc �s�i�i �n tl�i� proje��,
5_ �MS�GLiiTY: ir� i�e case ��� a��rhE���i�y ar lack n�' �lea��e�s i�� sC�tin� pric�s ii� tltie
�r�po�¢t, ilie �il� reserves the rt�ljt to �d�}�t tEie n�c}�t advarria�e���s co�3stnticti{��� �Le�eo�`i�
tl�� C�ity o� �o �eject �1�e ����r��xl,
6. B�DUF,R L��'F���: Dac�de� r�t�st !�e r� li��r�scd �ontr�cto�` ir� ih� Sta,tc of �`exa,�.
7. �(�7�1-i2�;Slf]F�T�'�' �Ii�i�Ll��: Pu�sua�� to �1.����c�e GOIg, ����5 ��V1�S�{i �.xV4� :��r�t11��St �iie
�it� of Po�# 1�Vc�rth wiEl npt �w���c� I.hi� cc�t�fr�c� to � nori�r��ic�c�t�l �idcier L�nle�ss the n.c�n�
��si�ei�t's hic� is �cx�uer �Ih�n �1�e low��t �id s�x�zt�i�tcd ��+ � res�nn�il��c Tex�s �rs�d�nl �id�i�;s
by lk�c sam� �t�ouni Si��t s T�x�s re�idt�ni bic���r ��ou��i b� rer�uire� to �nderbic.� a�ton-
r��idenl I�idd�r t� o��ta�n � c�m�a�a��� �ontr�c� ir� tfYe �tate kCl W�11UI] ��7� 4iOFl-�'�Slt��.'11krS
p�i�ci���� �I�ce of b�isin��s is loc.�t��i.
"Nc}t,-resic�en� L��c�der�� inca��� � tiid�er u�Eiose �ainci�al plt�ce c��hu�i�css i� not is� tF�is stKrte,
but �xcludes � c�ntra�tor wh�sc t�lti�nate pare�t �om���}� ar n��tjority vvtmer h�s �t�
pri�icip�I pl�ce oi' b�su��ss tn #hi� stata.
TFxis �r�visiorti �o� z��t appjy ii�lhis corriract invc�lvcs i'��f�r�! f�in�s.
'l-he appz��ri�tt� ���t�Iss of tttic Pro.posal mtN�t l�e f�ll�d o�l b}� a!l nanmresidei�t bi��e�� 'tn
o�'�c�• fc}r t]S� �id io �eet speci�ic�tio�ts. '�'he fail�tr� of �M norti-res3c�en� con�ra�tnr to do �o
��r��� a��c�m�ticaliy� dtsq�alif}� tlti�� hidder.
8, Y�1�'=.V1Ti�'�': f f �lic b��l a,tsot�n� i� �2��.�1��.U0 or iess, liic conirac� arnour�� s�i��� k}e �aid
v�i�i�i d'or�}�-fiv� (�1�� ca�enciar �i�ys �R�r cot�ipleFio��t snd �����ta�tice �y ihe �i�y,
' 9. A�1�: ir� accor�a.n�� witi� �i�e p�iicy {"'�'(}�.TC�"') o#` �he T.xvc��iive Br�ncll of tl�� �'�der.al
G���rn�lcrr�, klt� �:ontr�£tor cover�ants tha� rtet�l�er i# n�r �iy c��` ils off�ce�, iriemb�rs,
a�e�its, �znplr���ee�, p�c�gr� ���'Eicjpa���s c�r sub�:onirac�ors, ��ir� c�i�age�i i� per.fio�tnin�
�hi� cc��t�racl, s1�allr in co�i��e�tion wit�t t�e �;m��n}��nenl, a�v���cem�:t�t o�• djsc:����g� c}�-
cr����oyees �xr in c�ran��tio�t �:�i��i t��� ter�t��, cor�t�iti��r�� or privi�e�es �f their �mplo�rmer�t,
drscnr���nstc a�aiN��t p��s�n.s 1�ec�ti�se af lk�eir ��� cxe��� ��n E11e �asis �f � b��n� iid�
c�t�c�pa�i�a�{�� yu��jif�cali��, rei�r���.x�tt �l�n c�r s�aritt�i�y r�:�Lhirem��t,
�T7ti� �:t�ntr�tctor �x�I'ci�cr cvv�r��nts �h�i t�ciil�er E� iYo�r iXs {ai�fice��s, r�cr�yi�e�s, agents,
cna�,l�yees, �ubc�n�ra�l�r�, pro�m �arti�:��a�ts, c�r persan� actin� o�t th�ir be��l��; sl���l
�p�ccrfy, in s��li�ita��a�ts ar a���rtisem�n�s for et�i�jay�us to +uc�rk �n �l��s �ai�#r€�ct, �x
ma.xirr��lm age lirn�l ��r s��c:h empl�>y�r��r�! �r�less t�ie sp�cifi�d n�€�xirr�u�n ag� l�mii is l�a��ci
upo��t a l�ana fide occtGpa�io�a� ����li��alinn, retare�x�e�t �l�n ar �tal�rio�y requ�r��tryerYt.
Thc Cor��ract�r warran�� it wili Ful1}� cr�r��plv v��itlti ��� ��lic�+ ��d �v�ll del�eu�, in���mtu�'� ar�r�
��c��d tlte City lia�nit�:ss a���nst a��y cl�in�s c�r ali���iia�s a:�s�:i�e� by� E�ird p�rli�s nr
�a�t����tracto�s ag�ir�st �h� �ily {�risi��g oul of tl�e C;ontractor'� arrtilor its s�xbcc>n�ract�rr�'
arlcg�d �`ailur� lo co���1v ��r��, tls� abt�ve refere��;ec1 f'olicy cc�i���:rning �g� di��riti�ii�r�ticxi� in
llze �er�c�rrn�ce of ll�.is 2��reenl�nt_
] 0. �I��►AI�ZLI`i'1C: ir� �ccorc�trice w�t� tY�� pro�isior�s of the l�mer�ca�s�s W��h 1�i��x1>iiiti�s �c�
of �990 �rr�Q1i"�, #�c Contr�tct�r �ra�-rant� lhat it an�i sny and a�� c�f ils s�l�cc�t�t�'�ctc}rs wi11
nat ti�nl�wfi��ly d�scri��iitiat� or� tlic b�is of ciisab.i�i�y i� t4�e pf��isio�t of servi�es !n �1�e
���teral �rkr���c. nor i�Y t�i� ��+�iia�il sE�� l�Tff�S 3ClC���f COI1C.�llkl�riS Of 1:f11�fi�}�l-k1�37x .��I' i'a�i�Ij3Gr.'kfil$
for e�nglo������ ���ith, o� �rip�o}��e� c�#' the (�c�ntr��c�c�r c�r an}� of ii� sK�bco�l�ac��r�_ 'I'11e
Co�titra���r wai�r�#s it will �al�� cusr��71� wilh �LDA°s p�o :�isions anc� Ksn� oth�f ��plica�le
f�deral. �tatc r�tici Ic�c�� laws co�7��rnor�g d�s�l�ifity ;u�d will ��:#`ultci, ��Yci�tnni�}� a���i ���Eci �l�e
Cit}� ��y31e�� aga�r��t a�iy �c��im� or a�ie�a[kt��s �ss�rt�d by ti�ird �ra�ti�s o�• sr�E�contru�lors
a��tns� t1�e Ci.ty aris�ng oul �l' [�re C;c�r��rr�c��sr'� ar�dlar i�� sub��ntraet�rs' a1lea�d fa�lur� t�
comp�y vui��ti tl�c ab�ve rGi�re3i�eci I�ws concc�rn�n� disabiliE}� clas�r��unatiot� i�s t�e
p�r#`�r�nar�ce o#`th�� �grc�En�nt,
1!, �i.��1[)Ri'�'Y A�V�� �uC�I�T�N �3LTSTI���S T'�l�l�'�'�tPR�.4i+,�: �t� ��cc:orr� wat� C�ity c�i` F'�rt
V��i�l�� ()�•dinan�� �lo, i 1�)'��, a� �«�ci�cE�t� 1��� ��Ti�1�3{'iI1C� 13�71, the �'�t� of Fort W�rtl� has
�;c�als fcsr tlrte �ra��ticipalic>u o�` ir�in��ity �u��n��s e�t��prises �nd wc}�n�.n btisii��ss e�t�rprises
i�� City car�trac��, � c€��y oF �e �rcVin��1�e nia}� t��: �bt�incc� fram tiie C�I`tic� o.f th� City
��cr�:taiy. T�e hi�idc� �ha�! s�hn�i� tl�e �rilV�IF3E U`�'ii,IL�'S`i0�1 rC}RM, PI23M�'
CC�l�1Tk�.A��'C�R �A1V�R i{C�1��vI, a�ic�}�r die G[30�] ��'['��� L1��`OF���` F()R.�v1
�"D�cum�IYtati.�r�"} �s ��rp1�3p��af�. "�'��e �oc�un��ta�i��l �n�.�t �c r�.r:�ivec! by tlYe xn���aging
depa�lnYe�t r�o laler lhan �;00 !'.�S_ #ive �5} �'ity �ausincss c��}�s af�e�' ll�c b�d ��pe��iu� �iate.
'1`t�e i�idder s��all o�Eain � r��e�pt Fr�r��� !h� ���,ro�r�a�� ��ipl�ycc of' tkie mKu��gin�
cie}��-tme�! to �v��ni delivet� was Xnade, F��il�ve �{� �om��y sE��]f r��Yd�r �i�c bi� n��Y-
respor�sivc.
l�, Upor� r�qe���i�, the �on�racto�' agree� �o �i�vi�ie t�ie Owner �:��mpet� �rtd ac�urs�e
� inf�+nt�a�ic��i r��a�•d�r�g a���a� w���k ��rk`ormec� b� a�ir�c�rit� IIus�ne�s �nterpns� (Nii��) ort
thc �ortkract a�d p�yrneni ih���eof. "1'iie �ontra�to.r Cur�h�s� a�,ax`ee� ta �erntt� aEty ���diE ar�cilor
ex�'nl�iat��z� of any b��k�, rc�cor�� �s 1��1es i�t i#s ��nssc��i��n �h�t v��l� s�b���ntra#c ihe a�t��al
wc�rk }�erfon�te�1 l�� an ��3�: aflcllnr 1�W�.�, 'l"h� mi�re-present�tit�n ot Fz�cts �oth�r t�3��� �
� �eali�ent mt��epre�er�taiiorr) an�lor cammi�.��on of ���a�td i�y 4he canlrar:tor wi�l �e gr�k�n�1s
for Eerr�in�tian s�f �1�� cont�act �u�c�lor at�itialing �c�ion �tnc�lcr a�prt�p�iate ��dcral, �Eate ar
lo�al I�ws �r nrd�nat�ce� rei�kin� t4� fial�� st�#entcnis, �'rirtl�er, �n�r sxict� misr���esentation of'
t��c�s �otf��.r �ls�n a ne�li�cn# m�srcpr�stn��tior��} 4�nc1{o� comrn�ssion v�� irak�r� �vk1� r�s��l� i� �he
�on�k-{��tor b�i��g c�eterm�n�� to h� irres��r��Eh1e a�ld �arred fi•onn �artici�atir�g in Cii� w���C
� ior � per�c�+l ��ti�x�� c}�not iess �a�Y r.?�re� ��} ycars.
I
- - -- - - - - �
Itevise� 9l��1�7
pA,RT B
P�,oros�.
��� �ECTION
, 6
I�
4i
�, �
Ci� ef For� �Vor�h
�in��i#y and 1�Vam�n �usin�s� �nte�prise Specifii��ti9n�
��f�Cl�4L �f�ST'RUGilONS �@� �1C3D�l��
APPLICAiION OF �OLICY
1f the toial dollar value of the contract Is $25,D00 or more, the MNVB� gaal is appl�cable. lf the total dollar
value oi #he coritract Is Iess ihan $25,000, the MIVII�E goal is not applicable. _
Po�.�c�r sTA����N�
It is the pal�cy of the City af Fcart Wor#h to ensure the fu[I and equitable participation by MinaritylWomen Business
EnterprESes (MNVBE} in the procureme�t of all goods and seNices to the C9ty on a contracEual bas�s, The o�jective
Qf the Policy is ta increase the use of MNVBE f�ms to a levei camparable to khe availability af �11iWBEs that provide
gnods and services directiy or fidirectfy to #he City.
MlIiVBE PRO.lECT COALS
7he City's MS�IWS� goal on this pro}ect is 33 °la of the base bid �alue of the contract.
COl9fIPi.1ANCE T� Bl� SP�CI�ICAYIONS
On City contracts of $25,n�0 or more, bidders are required to comply with the fntent of the City's M/WB� Ordinance
by sither of ihe fo{�owing;
1. Meet or exceed the aba�e stated M/WB� goa1, or;
2. G�od �a1th �ffort documentation, or;
3. Wai�er documenkatlon.
SUBiVIITTAL �F REQUiR�D DOCUiVIENiATIDN
The applfcable documents must be received by the Managing De�artmet�t, rnriihin the fa1lowing times afiacated, in
arder for t�e entire bid ta be cansidered respor�sive to the specifcatians.
'f. MMlBE Utifization Farm;
2. Prime Gontractor Waive� Form:
received by 5:00 p.m., five (5} City buslness days after the
bid openi�g date, exclusi�e of tt�e bld opening date.
received by 5:00 p.m., five (5} City busfness days after tne
bid opening date, excl�sive af the bid opening date.
3. Gaod Faith Effort �orm: received by 5:00 p,m., five (�) Ctiy husiness days after the
b�d op�ning date, exclusive of the 6id apening dat�.
�FAl�liR� TO C�MP�.Y Wl'FH TFiE C1TY`S MNVHE �RnINAf1C�, Wll.l. RESL!!.T IK TN� Bk� BESNG
C�NSIQ�REO NpN-R�SPON5IV� �'O 5P�C1FiCA�'IONS. �
Any questians, please contactthe MlWB� Office af (8�f7} Si1•fi304.
Rev. 61?198
�
����iV�D AUG �� � �001 � ATTACHM�NT 'IA
� Page �f of Z
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CI$ OC �gC'C �O�i1
Il�inori�y and �om�n �u�ine�s �nterpr°ise Specifica�ions
i�I���11�V�� U�'ILI�AAiIOiV
SRO General Contracting, Inc. 8/23/O1 ' �
�econ°s�xuc�.ian o� Evans Av� from �ast FW��`T�60530]:76260--PSS8-070580175510
PRa.��C7hFAME nO5eQd1� LO' �aS� '1'EY�111 AVE ZI1C1. pR0.1ECTNUM$Eii �
paving, dra�nage, watex, sanitary sewer
�CITY'S M/WSE PROJECT GOr�L: 3�� � � h�ll1�SE PERCENTAGE A.C�IIEYEA: 3�$ j
dnCzsca e ,�1aza �mprovem�nt
�.
��a1iuY�`-to`comp���`e t�tis'�9rm, in ��ta e�tirety with supporting t�ocu_irieintatinr�, and r�eceived by ti�e .M2�naging Departtnent�'
_ : .: .. . : .
,.r �� - -
nn., or befoYe � 00 p tn fiv� (�v� Ci�y I�u�iqe`.ss days_after bid a.pening„exclus[ve" of �aid o�etti�g da�e, w�lf cesult��in t�e°6.id
,1 l�ein� considetec� non re§ ansi `� �a� �id s �cificafions �� - .: ... . . .. . - . _ ., � � . �„ -
...,,9, u.�.._:,,..� .. ,. me,_, p,.�,.� �. �( _. _._.� p.._.: .. .._. .. _ . ... _
' T e��i�nd�rsi ne hidderia ree��o ente,e,-_i�ito a��orri'ial'a` reetne�it wi'th `t�ie NiB�;'andfor'VIIB.��ipms for`itia'rl��isted in t� i' �;
� :� �� � � ��. ... , ...,�� ., �.:.: .,. = � y h�
sched�Ie� cQnd�trai�ed �panr �ex�c��ion o� a• ��oii:t�acE wifh ,�he<:Gity a�i �ort INarr�h� ihe �nt�n�ional ,�ndlo�. kno€w�r�g'
� :.. _. � .
. p_,esentatio� af�facts:,i�,�qcou�ds f�rr-,�Qn��de�atlan Qf disauatifi�ati;o�i,;a:r�d wal[ r�siilt��irt ,tF�e=6ic� �iesr�g con�ide,r�cl�,
misr� e
- -;.,.. _ , . : .. - -
�an „r��sp��s�Ye �i� ��pe�i�ieatl�ns. � � ' . . � � .. . I .: . .. . _ .._ . - , � � - -
. —� � , � _ -
:. ,..,
=`"� C'brn an ��h��.�..::�.an�ac� NaM�' -� _��- f��! `'S,P P.�c l:�terns ta oe� .-. ����oYfar 7�rriaunt`�=
� . �p y etti F O1` I;' ecii�r klf °�ontra�frng S _ ifiy AI . . . . ' � . . .
, e���,L���.� �i:`� Ti:�d��i[lY�l4 �i��- � � �� SCO�d nf 11CF}��� �'��_ , .Y�f�^!�{ �L��' - . .
I. . ' �[ t�� �'f .�'� ' �
.. - � . � 3 r �� - � � � .. . _
- -�, i �£ .. . _ —' _. . ' ' • � i.� .. . ' -
a:r�' . , -°.J!
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'�ys';,r:�a.w . . - - . ..
- — = � � �� . .. � - — .rb '� _ ....__ . _
, - :�::.._..�: mi�:� t:b, _, _`i�o's:;F; - . . --�� . � =r..' . .. ' -' . . ._ . . . . . . . ,-.
Greenscaping x Conc�Landscape Zst 850,p00
�9Q'�5 Card.�naz Lane and Landseaping
�i. l�icntanci H.i�"is; and Plaza
.'�"�". � . . . .. Construction
TX 76I80 �
HFD899264��202 �
ti1/—.�l1�yl�.. .�— — -- —
...a..�.o. _ . _ . . _.. . _ .. .. „� .
Cathleen Ruzz, awner � ,
�
i-- �,..,.,,..,.�...�.�
� . .�.,.�. . . . .�.
I.�. . .. �.�.,.....
� - ..�t�ewYwowqnn':n.wvwbrawW�MwMMwaFwn�l�w��m'�+Pw1�P�M�W✓4, ��a+n�e:rv...wv� . .._. .
.,. .. . , _ ._ wawl��manvlasa�vM��ra�r � m�us�lw:wrJrtrx�:»:�wm+mvesvne�nvr.�x
. ' .. . .. . . . , ..,�_ . ........._. .__ .� P .� ' , .. .
� ���;' _MI'WBEs`�nust be;[oca3ed i[� the-9�:[nm��.cuun�jl�maiketplace or cucr�ntly dQing;l�usiness;[n:the;mar.kek'.I�ce-, � thl�„ime a� bitl: .
_. . -
(*j SpeCifya���reas.inwhlcl��tNWB�`.sa�e'iv'�eutllizeii;andf-ar°items:to�'be5uppli�.ds;- .. ... . • � � � . - ...
.. � . _ .._ ; .. . � ._ .,R ' "' .
I(�j ..% comple4¢-Ils�irig of �`Qms Ca b��supp[ied is i+�qu[red'1r�,arder,to�rece�pe crgd�Yto}tiar.dhhe�MNVBE-goal. ,. ,., .. �
�. -. _ . . -
s � � a irec�
(, .) ldentify. each�Tiet�levef.: iier Means the;leve! ofs�bcqlf�#racti�g below,tFre�iriiaie.caiiti'aotorlaon yiWnY;'�i;e., d
�,...,
' ` . fralsa the prime�cantraator �o a s4'baonfi'actar is considei'ed '1 ��tier, a payment'.by a.sul�eon
� . . . . its,supplier is, considered 2"d�ie�: . - , � - . .. . .
� . ; .II
. �'�,
ayrnent. .
ctorto
... _ �
THfS FORM MUST BE RECSIVED BY 7HE MANAGING DEPARTMENT SY 5:da p.m., F1V� (�) CiTY BUSIN�S5 DAYS AFTER BID
O�ENI�iG, EXCLUSIVE OF Tii� BlC} QP�NZNG �ATE
, Rev. Bl2198
Pages 1 and � of Attachment 1A m�st he receir►ed by the Managing pepartmer�t
1
AiTACHMENT 1A
Page 2 of �
�i� Of �OI"� i�OF�il
�flinari�y and Women u�ines� �n�er�p�i�e 5pec�fications
���1VV1�� U�I�i�ATION
� _ . . .. . _ _ _. . . _ .. � �
�_ : . . .
, .. .
Com}�a�y,',Nam,e, Ga�taGt'Name, Certifieii: � S�ecify Rll �ontra�ting� �. 5pecify�A{f Items�to b�e Qollar Arriou�i�
. Address'; anc�,Telephane �lo: a � � a Scope ofWork {'`j� � �upp{ied(*)..� '-�:� : : : . . .
c���
� . - . , . � � -
. . . � oo . ��,' -. .
� • . . . -'. -��- �`� � � , :-; . . �.� - _ .
i. `.�, .��3.� _.�.,�,..,��.. ��.»��.�......,,..���
� � .�����
. . �,...,�.�---_...�....:.,.�...,..�. . ,. _.
i��
1
' l I...r _ .... -
1».._�. .�,.,.��....,w.,...�,� � — - - - • -
� � _
��..�...�..�.�..�:.�. �,.,�.�.�. .
The bic�der fupEher agress to provide, dieectly Eo the City upon request, camplete and accurate information pegarding
�. r actual worlc perfarmed 6y ail su6contractors, 'rncluding Ni��(sy andlor WB�(s} areangements submitted with this bid.
l 1'he t�idder also agrees to allnw an audit andlar sxamination af any boaks, recoeds and t3les held by their company that
will substantiaie the actual warls perfopmed qy the M�E(s} andlor WBE(sj on this contract, by an authorizeci office� or
r;mployee of the City. Any intentianal andlor knowing misr�ppeserttation of facts will be g�ounds �or terminaiing the
�. � cor�tract ar debarment irom Ci#y wrark fo� a period ofi not less than three (3) yea�s and far initiating action undep Federal,
State or Local laws concerning #alse statements. Any iailure ta comply with this ordinance and creates a material
heeach of conteact may result in a determinatian of an iepesponsible offe�or and barred frors� pa�ticipating in City wor[��
for a period of time not less �han one (9 ) year. �
!� � AL�. MB�s�nd WB�s M[1S�' BE C�RTiFI�� �Y TH� CITY ����R� CQNiRACT AWAR�
,'f� , ' Connie Strickland E11is
, - s ,
� .�� � . -� ���. .. '
Authorized�Signatupe � ��inted Signain�e � . "� — � .
_�' President/CEO Kevin Kirchell .___-.`-- -
iitle �T � Contact IVame and Title (if differe�t�
� SRO Genera� Contracting, Inc. 817-238-�6165
----- ...._ . a . _. — . - ------ — - --- - . -- - .,_ _ .
Compaoy iVame TelepF�nne Number (s)
P. 0. Box 136577 817-238�5400 - - - - . -�-• ,
�. Address Fax Numbe�
' Fort Worth, �'X 76135 S/30/01
� �itylStatelZip Code . -• -- � Qa�� - — — -- y �
I TNIS �ORM MUST BE REC�iVED SY THE MANAGING ��PARTMEKT BY 6:00 p.m., FCVE (5) CITY BUSIN�SS DAYS AFT�� BiD
OPENING, �]CCLUSIVE OF TH� 131i3 OPENiNG �ATE
Rev. 617198
Pages 1 and 2 of Attachment'1A must be received by the Managing Department
��
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a �
Rug 30 �ll 09:28a Curtis J. Green
8175779331
Grass Es���lishm�nt � Ernsian �nntral ° we�land �sve�opmE� � �li#igatio� � �iatec�r�ical �mbanlane�t
D/F�/ilP� i�F���'1�Yll�� �n� S�1f �� ���
Fbc������ T��Ns�i�ra� sHE�r
ru: FeoM:
Kevin Gafi�leen Rui�
eo�vaer: na��
5RU All�l1ST3�. �001
FA]I H�FiBEA; T�iAi N�. OF P#CfS INCI{[G]ND COYEa:
B17Z38�4�0 I
RE:
❑ IIAGENT �aR IiEY{EYW X PER YDUR REdl1EST � PlEASE REPIY
.. _.... �. ._. _....._._..._.. .---..._.._... __ ... .. .... .. . . . . — .. . ...._..__ . ..• —
NUTfS/C�NdElRS:
�(evin,
YVe're excited a6out the apporl�niry tp wark u�ifh SRfl on the Evans Avenue. Our N�712GA �innrity Cerfification I�um6er is
HF0�9926YdZ��. l�ick Ed�+ards u�ill 6e the Praject �ianagerfnr t�is jnh. �iis num6er is 8f�.996.257H_
let �s lcn�� if there is ar�y additinn�k inf�rm�tion you n�ed.
Rega�ds,
L��� I
Cathleen i�ui�
�wner
p. 1
8��5 Cardinai l$ne • Nurt#� Ri�hland �iills • i'exas = 7�t$Q
Tet: 817.577.��99 - Fez; 817.577.933f - Web: wwtv.green-sGa�ing.cnm
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lVif�,{��, ����l���D DO�l.�1Ul��y�'1�`�lO� ��C���T,
���rn�por��fio� � ��bii� Vilork�
R���116�D AUC 3 � 2�
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��fi�i�l ����e �. . � - —
��fic[�1 �im�: �.:�.
��a ����:
�'Yoj��t l�am�:
��'�oject_ 1Vian���r:
Forms �ubmitt�d ]�y
�atne:
Cornpany:
�e��irr�d �y:
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P�.t'r B
P�o�osAL
N�I�B� SECT�or�
�ROPOSAL
To: NIr. Bob Terretl
City Manager
City of Fort Wort��
Reconsfruction �4�ith Pa�in�, Drainage, Water, & Sani#ary Se�ver and
Lanclsca�elPlaza Improvements of:
Evnns A.+enue from East Rosedale Street to Terrell Avenue
PRClJECT NO.: P�V�3-OGQ�30176�60
PS58-070��O1��S�0
,�
�
I
I : �
PurSuant to t�1e fai•egoing "Notice to Bidders", the t�ndersi�ned Bidder, havir�D thoroughly
examined the Co�itF•act Documents, itzcluding plans, speciai co�}tract documents, and Che Geileral
Contract Documents a��d GetSeral Specificatiotzs for Water Department Projects, tl�e site of tl�e
praject and understandin� the ainaunt of �vork to be do��e, anci the preva�li�g conditions, hereby
propases to do al! tl}e wark, furnish all labor, equip��►ent ai�d material except as speci�ed to be
fitrnished b� the City, wl�icl� is i3ecessaey to fully complete t11e �vorl� as provided in tl�e Plans and
Contract Dacuments an� subject ta tl�e inspeetio�� a�zd approval of the Director of the Depart���ent
of Eilgineering the C�ty oi Eort Wo��l1, TeYas; and binds llimsetf upon accepiai�ce af this Proposa!
to execute a contract anci ftu•��isi1 an approved P�rformai�ce Bond, Paytne«t Bond, Mainte��ai�c�
Bond, a�id such ot��er bonds, if any, as may be required by t�ie Contract Documents for tl�e
performin� and completing af tile said work. Cotttractor proposes to do the �vork �vithin ti�e time
stated and for the folfo��ik}g s�ims:
�Flllll{5�1 �IlCI IllSf11I, 1115tsi�I �II a�Plll"C21�117L WOIi�, co�i�plete in place, the follorving items.} �
LTNIT I �AVING
Pay Approximat� Description of Pay Item with Qrice
Ite►n . Q�tat�tity Written In Words
�. l L.S. MobiliaaLio�, a ;
�, r ,t,
� f
- � �, Doi{ars
� � - .
Unit P�-ice Bid Tota{
Price Bid
& ,� Cents Pe�� Lu�np Su�n _ , . � �
_ �: � � ,� �. _��. ��`' �i U
� �, �,
12 Mo. Barricades for Traffic Contral a;_
�s' � ,— � .�.� -. .
� ' ` " _ ' ,�
Dollars � � � �{e - ^
Ia
1:\pnsjW307ti80"_lspres'.I'ROPOSRI. P.�RT Blgdu�„
� ,��Q� �- ,.
, Ce�,ts Per Month .. ���' �
,
Pa�e 1
pay Approximate Description of Pay [tem wit41 Price Ui1it Price Bid
Item Quantity Written'[n Words
3, 2,200 L.F. Remove £:cistin� Cot�crete Curb &
Gutter c�;
�, .
- - ' Dollars
� _ �
�, Cecits Per LiE�ear Foot
4, 7,73D S.F. Retnove Existiit� Concrete Drive �;
- � Dollars
t- `- - �
g� ��.- Ce►its Per 5quare Foot
� �
$ g��2p $,F, Remove ��cisting Cat�creke 4' Side��aik
�;
b
7
8,
� � Dolfars
& t �-�y ,�Cents Per Square Foot
i S L.F. Remove E�istin� CancretelRailroaci Tie
& Retainii}; Wafls a ; _ , , �
- � ,��--�--..
- �� Dotlars
g� � Cents Per Linear Foot
��292 �,y. UncEassified Street Excavation @;
� . �
Dollars
� �' r. Cents Per Cub�c Yard
3,065 L.'F. Ga��crete Curb (cr�?;
� f DolVars
- - � r. -
g� Cents Per Linear Foot
{+proj�Q3076Sa:+specs`PROPOS.�L PART Bl�do�>
Pa�C �
�
� , ,
Total
Price Bid
/ � `•
' ��/ _.. �
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• . 9 �
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Total
� pay pppro:cimate Description Qf Qay lte�n witlz Price Unit Price Bid p�ice Bid
jtem Quantity Writteri Ii� Words .
g, b,265 S.Y. 6" Lime Stabilized Subgrade cr ;
. , � ..�
�' Doilar�
� � .
� �� Ceitts Per Square Yard i I
- - + i
1 fl, $S Ton Lime (27 #ISY) G; , ,
- � �_ �
- ��f• •- . ,
� Dolla�•s �
t; I
-_ � � �
� ' � � I
� Cents Per Ton ' ,,, �, �
l2 Eacl� Sr�tiall 5ign Assenybly_ c�; �
}l. � �
' ; � ' ,
, . ��� ,' " Dollars '
✓ . - _ �
l2.
13.
l4
8c
1,Q00 L•�. 4" Painted Stripe cr ;
Cents Per Each � � �,' ) ( �
� Dollars
:.'1-
& , `� • � Cents Per Linear Foot
270 Each Raised Pave�ne�lt Markers cc ; "
". �
, � Dollars
�.�� • � Cents Per Each
�- ��- � .
6,095 S.Y. 6" 1Zeinforced,Coi}crete Paveme�lt ct ;
�r�.-• - ,'
_�. �_�
Dollars
� � Cents Per Square Yard
Page 3
�;Vprui�0J0768V7'�specs�RUP05.�11. P�Rr 91 !'do� r
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� ( C`� �
,
�. -, : �
ro�imate � Description af Pay jtem witil Price Unit Price Bid Total �y
1'ay App Pr.ice Bid }
ftem Qua��tiry Writken ln Words -
} 5, $,500 L.F. Silicone doint Sealant @;
' ' Dallars i'
� , � � ��
& ��... _ -�.
Ce���s Per Linear Foot ` `� �' �' ��
� -, � ..� �y--,, .
UNIT I PAVING TOTAL AMQUNT BID: � ��'�—�—J'�
P�pra� 0'sO7eS9_�syessl'ROP05AL PAR781iadur,,
Page 4
UNIT II WATER
Pay Approxiinate Description of Pay ltei�i witll Price Utsit P�•ic� Bid Total �
Itein Quantity Written in Words f'rice Bid
l, 1,i55 L.F. 10" �Vater Ex�ay. & 8acl:fill ri ; i
� ��r r � ,. , � �
Dollars �
� . � Cents Per i,inear Foot -
. . �'
2. 215 L.�'. $" Water Line tr ; .
� ��=_.' r"
� � . — ' Doikars
�_, , .
gz �� Cenks Per Linear Foot �- -
— � � ���
' . � -
3, 55 �_F 6" Water i,ine, E:ccay. & Backfii� rr ;
I �� ��� -4 Dollars
� -
� . I � Cei�ts Per Each _ ! � , r"
&
� -- - - . . '- , .
�� 4. 4 Each 10" Gate�Valv� &$o;� perFigure � cr;
� '- � � .
i
' : -�"_,� �I. � �`: , Dollars
� ,� -. � � _ _
, � Cents Per Each
. � ' J
� , , - _ — .
� j, � Each 8" Gate Valve & Sox per �i;ure 3@;
I
� �-� ; . . ; .
� ��.
, . _� Dollars
� , ,
� gL ' � Cents i'er Each � . -� "�
I - _
- � i
; 6, 4 Each 6" Gate Valve R. Bax p�r Fig�ire 3�; �'
i �
, _ - - -
�
, f i Ctr/��/C`; Do�lars ,
, t
� � �•_ . - i
, gz � Gents Per Eack�
„ ,
llproj0307680?'apecslPROPOSaLPiRT�SI.� A�aG S
�
i�
,`
I
�
i , ,
Total
Price Bid
1
�- r — _
_, f
F .
�. .
gz �� Ce�1ts Per Eac�i , / fj /y �
- d V (J
- - �
Fay Appro�imate Description of Pay lte�r with Price Unit Price Bid
�tem Qua�itity Writtan In Words
7, �4 Eacl� 5tandard Fire Hydra��t & Assemhly per
F1ati1'� S Cf.s
� ' '-
�u f� �^ _ - Dol lars
, ,
&, Cents Per Eacli _ _
g, g 11,F, Fire Hydrant E�tei�sioEti Barrel @;
� � Dofllrs
�� — `
gi Ce�lts Per Each � J .
g, 14 Eacl� 1" Taps ta Main cr ;
' � � �,,.. � _ .
� � �{ DolVars
, _-_
, & ' � Cents Pe�' Each �
- ,
1�. 2 Each 1 112" Taps tp Main a;
, , , _ ,— _
�. f ;��� _ _ Dollacs
11. 2 Each. 2„ Tap�,t� Mair� rc ;
, •
� �
�!t� _
�� �
Doliars
g� ��. _ Cents Per Each �
l�. 20 L.F. �I�"Copper Service a.;
& ,
I:'.proi`�17A76S0'_'�spateU'ROP05AL P.ARI" B { �cr
Dollars
Cents Per Linear Faot
Page 6
0
,�C �C � _
Pay Appro,cimate Description of Pay Ite�zti witl� Price Ut�it Price Bid P� ce Bid
Ste��i Qua��tity Writtet� ii� Words
13, 465 L.F. 1�'Copper Service c�}r ; �
� l�
15
l6
I 17
70 L.F.
, Dolfars
;� �
gz Cents Per Linear Foot
1 112"Copper Service Er ;
� - - Dollars
.r
A >
& , ` / � Cents Per Linear Foot
• , .
, . �� �
- - _ . -_ ��
��
�i
I�
�
I�+
i`+
' - �l
, I
- - -- - - - ,�
i
i
66 L.F. 2"Copper Service �e ;
I3 Each
4 �ach
� 18
l Eacl�
, ` ' Dollars
,_ „ , . " �� ;
&,�T�_� �_� CeE�ts Per Linear Foot J� '
Furnish and Set Class "A" Meter Box
�� _
� ,, � ` �
..
,: , Dollars
& � Cents Per Eacti ____
FurEtiisl� and 5et Cl�ss "B" Meter Bo;c
,
�� -
_ - � , -�-„r�cu�--� . �
- . Dollars
—J� --��--�, _ . ,_ . �
Cents Per Each '
& f�� " "
`�urnish and Set Class "C" Meter Ba�
�� � '
�- =7 � �
,'�Y ;� _ _ Dollars �
� f w-� � r
& - Ce�;ts Per �ach �
S
1.lpeojW107A90_'SsprcxtiPltOMJS:�i P�RT 61 �c r
Page 7
� pay Appro:citnate ` Descr-iption of Pay Item witl� Pr�ce Unit Price Bid Total
Written I�� Words Price Bid
itein Quantity �
�g, 1,740 L.F. 2" Hot or Coid Mia Temp. Pvmt. I
Repair per Fig. A cz ;
Dollars �
� �� � , - -
� _
�ei, _�� CeEits 1'er Linear Fpot _ _ �- � �n _��—
-�
z� 40 L,� Perma�le�tt Asphalt Re�air @;
�� , � r _ Dallars
� _ � �. Cents Per Lii�ear Foot 4. . � � J � �_.,�
2�, 1:5 TO�� Dt�CCile 1ro�3..Fitti�la5 �;
: � _
�� fj �_, ,� • ; -, _ . Dollars
. /� ' ` i
& � � , Cents Per Taii _
�2, 3 C.Y. Type "E" l SQO# Concrete a;
, �
, f �` • Doltars
, _ F �
& . � L,. � . Ce�its Per Cubic Yard + , � � � �
23, 3 C.Y. Crt�sl�ed LimestoEZe a;
� ' Doiigrs
� ,� w,_ Cents Per Cubic Yard `!(
24. � Each Re��}ove and Salva�e Existing Fire
Hydrant Asseinbly cr,;
�,
f , • -"�c-�' f/'�� Dollars � .
' � - - �
' �, ,,�' , . Cents Per Eac�� � �
� �- i
� � ' � r� . ' ��
LTNIT II- WATER TOxAL AMOUNT SID: � `�e '�,�
� �,pruj'03fi7GS0:�spsci'�PROPOSAL P.+IRT B I .d�r p
� Page 8
UNIT III SE�ER '
pay Apgrosimate Description of l?ay item ��ith Qrice Unit Price Sid Pr ^! e Bid
Item Quai�tity Wi•itten I» Words _�
1. 1 Each Rei��ave F��.istin� Ma��hQle @;
2.
3
4
5
; = - .
� - � Dollars
<<��
& � Cents Per Eacl� �
1��ch 4' Dia. Sanitaiy Se�ve�• D�•o� Manl�o�e
(including WaterTioht.Insei�ts) (12'-14'
Depth) ct,; _
� J , ' - Doilars
'-r} .�l
gz � � , Ce�}ts Per Each _ '� V � _.�c�(.
.
� 1�ch StaE}clard 4' Dia. Saclitary Se�
— Manhole (�ncludin� }�t�r Tight Inserts}
� �` Deptl�;
�� ���
' i� Doflars
� _ Cents Per �a�_
Z����� Standard 4' Dia. Sanitary Sewer
Manktiole (I�7�1udi��a Water Tight Inserts}
(6'-8' Depth� r�r ; .
' ����.;� Do.11ars �
' CenEs Per �acl� � _ � � �
& . _ .
i Each Sta�tidard �' Dia. Sa�}itary Sewer �
Manl�ole (�i�cl��ding Water Ti�hi inserts}
{i0'-12' Depth) cc� �
-- -,
, . ...
- - rC r,
- - Dollars
' C�nts Pet' Each � i� u.=f.; �' :� C J{ J
& .• � �
i.�o�o)iv;o7eso�,�Pr��lrnorosaL r�aT s� �oe�
Paae 9
Pay Appro�imate Description of Pay Item t�ith Price Ur�it Price Bid Total
jtem Q�taritity
Vl�ritten in Words Price Bid
(, 5 Each Vacu��m Test Manhoies @;
_ �
�t��•LV� Do11ai•s
� - CeFltS P�C EACIl , , � ~
7, 32 L.F. 8" PVC SaElitaiy 5ewer Pipe (D'-d'
depth) @; _
.., � .
' �� Doflars
— .
' lGl. `�; ,
• �/
� � � t �) Cents Per �.inear Foot I� �/ �
. 1 .4.r
8, 1 i 7 i..F. S" PVC Sanitary Sewer Pipe (b'-S'
cieptfi) @;
- -._ :
�� Da� f ars
,. ' i � � � - _
� � � Ce��ts PeE• Linear Foot � ' � �
� �
g 2g� L,�. 8" PVC Sanitary Sewer Pipe (8'-10'
deptli} rr ; , -
` "
� � -- - DollaE•s
. - - �
�, Cents Per Linear Foot �, � � � J � �
10
�
33 L.F
7 Each
��
8" PVC Sa�iitary Se�ver Pipe (10'-12'
deptll} @; , ` .
� ,_ _
�
Dollars
�, , Cents Per Lii�ear Foat • .
�" 5anit�r�Se�vei• Tap �;
L _
� Dollars
�:L-�--� `
� ' Cenks Qer Each , � � I
�
1�,1pwj'A397680'_Sspres`f AOPOS�L P.A@T HI .du�� Page l0
pay Appi•a�inzate Descriptian of Pay Ite�n with Price Unit Qrice Sid Totai
item Quantiry �� Writte�l In Words Pi•ice Bid
!2. �$5 L,�, 4" PVC Sanitary Sewer 5ervice rr ;
Lr. / '
' Dollars
gz ,_� J� Cents Per Linear Foot �_
�
j;. 7�4 L.F`. Tre��ci� Safety for 5e�ver Gines a;
� , , Dollars
g� Cents Per Linear Foot ,�� y
i
} 4, 2 C.Y. Type "E" 1500# Coi�crete @;
� � Dalla�-s
-- � _ _
+� .
&�1,- Cents Per Cubic Yard ,' i� �(� �
15. 6?Q L.F. 2" Hot Qr Cold Mi� Te�np. Pvint. Repa�r
per Figure B cr,;
0
, ,' , _ _ Dollars
. � � `? ���
gc �u CeE�ts Qer Linear Foat
�
� 6, 1 p�„�', Per�nanent Asphalt Repair rr
� , , e • � ; Dallars
g� �, , Cei�ts Per Linear Foot ' � Ci � �
TOTAL AMOUNT BID � ' - � � � � � �U�
UNIT IIi - SEWER . � .
I.`�pro� Ai07oSJ,�spacs PROPOSAL P�AT 81 .du� Page 11
urr�T ry - sTo� nx�.nv
Pa Approsimate Desc�•ipti�n of Pay Stem �vith P�'ice � Ui1it l�rice Bid � Total
y Writte�l In Words Price Bid
ttem Qt�an�iry �
l, l Eacl� Coiu�ect 24" 5to�-m Draitti Pipe to
��isting 9b" Storm Drain rr ;
4__-___�, � i . ' _
. Dollass
.� _ _ . .
�
� � A. Ce�1ts Per Eac11 �� ()� � � �, ~
:
Z, 155 i.,F. 18" Slotted Drai�� c�C ;
, Dolfars
� ,
gt ; C�nts Per Linear Foot .� J �,�
- , -
3, t�acl� 1$" Nylo�last Drait�► @;
�
� ., - .
� Dollars
� .; � .� r --�,. _
� � Ceclts Per Each ,%V V -
& ,� ��
4, 440 C.Y. Unciassified Trei�cl� E�cavatian a; ,�
0
_ . . .. �. , , Doliars �
, �J_ ,
� � � Ce��ts Per C��bic Yarcf � � � � �
/ � r
, S. 610 L.F. 24" RCP cr ; _
, , �
~� .� � . Dollars
� -
- - . -� .
& � _ Cents Per Li�lear �oot 1 � � � ,
,- ;
�. 150 L.F. 1 S" RCP ci.; -- :
. �� . � _
� �
- ' ; Dallars. �
�• — . 1
�; , Ceilts Per Linear Foot � • ',
.
� Page 12
' �� � 1projsp307ti5��'apecs�PROPOSAl. PART B 1 ,dys
� .
.� . . _.
UNIT V ELECTRlCAL
., �
pay Appro:tiinate Descriptio�� of Pay Item �vitl� Price L1i�it Price Bid Total
ltem Quantity
� Written Ii� Words Priee Bid
� j, 40 Each . Foundatian for Type'A' Pole �.ight, .
1�3stallation of City F'urnisl�ed Fole a��d
Luminaires.r.�; .
� � , �� ..._. � � � ,
.I , �
: � � ��{ ' Dollars
.� � �
� � .. . _
� I gt ' �, Cents Per �acl� • .
. , _
. , � �
� 2, 32 Eacli Type 'B' Flood Ligllt` witl� Lamps,
Caticrete Fad and Installatioil cr ;.
, . . _�� _.j ��.� .
:I � ' Dollars
,�
igL ' � Cents Per �ach
. I. ..� _ _ _ _ _ . � _
3, 9 Eac1� Type'C' Strin� Light (60 ft. Le��gth)
� � (540 LF} �vifili Lamps @; -
, . �• �
� � Doflars
_ f - , ,- , �
& _ _ Cents Per �ach
• � �.. _ .
'� r�, j Eacl� Stainiess Steel Electrical Control � ,
Cabinet (NEMA 4X) with ConcreEe
� Pad n ; , � •
. ! ,, �= : • � - _ I
� . , Dolla�•s �
&, Cents Per �ach ,
. � - - - - -
� 5, 1 Eac�� Panelboard 1201240 volt, 1 Phase, 3 ,
Wire, 24 Circ«it with {2) SOA, 2P;
i� (8)SOA, 1 P and {10) 20A, l P�le
, Circ��it Breakers cr ;
� , - - _ � _ " " _ Dvllars �
� _ _
�I I
� _ � Cents Per Eacl�
. � . , ., .
� �
� ['Sprnjl0307690.4pacsIPROPOS.�LP,�RTBI.du�, Paa� I4 ' -
� Pa A rosiinace Description of Pay' Ite+n rvikh Price r L1nit Price Bid '�' �t �id ��
y pp Writteiti In Wards Fr�c
ltein Quantity ��
6. 1 Eacl� Tin�e Clock - 3 Circ�.i�t Controt, 120 ,
Volt; 7 Day E�ent r�r ;
.. , �„r '
_ , , _
- Dollars �
.�� �---- i
� �� v Gents Per Eacli � _� '
�
�, 1 Eac,h Plioto Cell Cantrol t20 Volt @; i
` �` Y n
�r - � -
� Dollars �,
.. ,�
& Y Cents Pe�• £acl� -
_ �. _ �,
$. 3�ach LiQhtinQ Gontracto�•, 30 Amp, A� Pole �
l20 Volt C9�-I @;
� ` '
,_, u.c�,�� �_.,, Dolla�•s �
� � Ce��ts P�:r Each • � ;
& , - , - --` _ - --
9, b Each �lectrical i�-Cirade ,iunction Bo� @;
�' _ -
Dolfars
� �'t ���� . � _, . .
& � Cents Per Each , - - �
1 p, 15 Eaclz � Recessed Eleciricai Junctiotl Bo�c with
� Cast Brass Gaslcetted Cover a;
� ��- -��� - � � Doflars
r �C�it-C./t ✓ . .
� P E c!1 - ` ' .
�
gi Cents er a
7 Each � i 2 Volt �eceptacle, NEMA 5-ZOR �vitl�
Grot�nd F,�ult Circi�it P�otection a.;
�u � � u ,' �, ., Dollars
� -� � Cents l�er Each
{ 1proj'�a�a1630?�specsU'RQ�OSaL P.;RT Bl .d�
Page 15
, .,_
I `
pay ppp�•o�ciillate Desaiption oi Pay Item with Price Unit Price Sid �� Cet �'� 1'
Yt�m Quantity Written In Words j�
l�. 1 Eacf� �lectrical Service Cot�duit with
Weatherh�,�d r�i ;
�
�� Y ��. . �.' Do1[ars
� � � Cents Per Eac11 �
& • � - - --
��, �6� L,.F. ��� PVC C,011t�likt C�;
� � � �'" �! Dollass
. ,
. i'•' -` Ceitits Per Linear Foot � � %,�' ���
&- . -' �/ ( J � _ -
l4. 2,825 L.F. 1" PVC Cdn.���it @;
15.
�
� i7.
Dollars
g� _ Cei�ts Per Li��ear Foot ,
�..
gfl �„�, 2" �2igid Galvanized Steel Conduit cr ;
, - Dollars
& , � ' Cents Per Lit�ear Foot
1$0 L.F. #110 THW, 600 Voit W�re t�;
� � Dollars
�� Ceiits Per Linear Foot
R. ` � . - -
�
5,82D L.F. #4 THW, 640 Voit, Wire cr..
, Dollars
g�, , J. Ce�its Per Linear Foot
; , _
_
- �. . � �
.J
�, `� �- s
�.��a�.n3o�bso,•,���s�raoros.a� raKr s, .a�� Page 16
�TNIT VI LANDSCAPEIPLAZA IMYROVEMENTS
Pay App�'aximake Description of Pay ltean witk� Price Ui1it price Bid
Item Qtiantity � Wrihten In Wo��ds
l, 1 Eaci� 28' Stee! Riug Compo�t�nts compleke-
in-Qlace a.; . .
:. ��� ,
_ , � u ' Dol la��s
�
�
Total
Price Bici
&, � � Cents Per �,ach . , �� ` } �' � �i� •1
�� _ , � �
- — — � — --- � — -- � . -
, 2. 2 Eacl1 Column 'A' with l6'.'. Steel Ri«g
Supporc Masts r�; i
' , r �. (:r � �. - ..-� ,
- .�7r.� : �.- ' Dollars
� . .. _____ .
' � � -
g4 Cents Per Eaciz '
- - -- - - --- :
3, l I Each CO�Lflllll'B' ��itl3 l0" Stee1 Mast rvlri��gs
& Ban��er Arms e�}r ;
.--�-�- _+�-�
•- - Dollars
&, . � C�nts Per Each
a ,
4, 2 Each Co���t1�n'C', Minus Cast I�set @;
. � - = -' ,
. . ,.. - �.
Dollars
gz � _Ce»ts Per Each �
- �,
r
5, 2 Each Colu�nn'D', M�i�us Cast ���set c&. Light
@}
�
r ,
, " � �, : " - . Dallars
& � , . Cents Per Eacl�
" - i
'i
��
'�
I�
��
. _ < <��
. �. " �'�I
� I
��
, �� �� ,
'�
l•+pmj�Ai0765o"epac�'PitOPOSALP�RT8l.doc�„ Paae 18
pay Approximate Descrigtion of Pay Item dvit� �'rice Unit Price �id Totai
Itein Q�ia��tity 1��ritten In %Vords - Price Bid
6, b Each 6' Cast lron Tree Grates, Ii�s#a11ed @;
7
S
9.
l0
� 1l
�
i �� . � �.. .. �
_ I,
, � . . -_ ° , _ ' Do1 lars
8r, ` = Cents Per Each . -`'
. , . '/ `(� %(_j o�,� �
, .� .
1�,.�. Jrrigatiosi Systet�, Complete as per
Plans & Specs. (cr�,� '
�,� ,�,` .- _ � -�- -- �
� «>,� ,��cz..i< < ru'` Dollars
& � . Cents Per Lt�i�np S�m � _ _ , " �
��.�_
46 �ach Custon� Bol�ard witls Symbol, l��stailed � .
��
,-4-
, - � Dollars
gz � „ Cents Per Each t �-,_ i � ;, • _ ' � `. �%
..,
_ , - . � �
20 £acli Street Benches wit[y 5ymbol, ins�ailed
��, ,
._ �l, _. . - - - ' '
� ; � ' � ,. ,1..
� ` � ' Doli�rs
� �,r r �,
� .� �
&, ,;,. Cents PerEach �� _ ' � �U��
_ � '�'
63 L.F. Balustrade Support 4Vall �'; , •
� � �,' r �. Dollars
Cents Per Linear Feet ' ' � �
� ` — � .. � ! �_� E .
� • � f
34 L.F. Podium 8alustrade S��pport Wall r�; '
�, ��.-<. ,- - _.
- ' � L Dollars
,t .
Cents Per Linear Feet I
& /, . - - _ ' . - _ —
1�prof 0367680='spres�PR1�POS.>L P�RT 61 .da�3 Page ] 9
Pay Approxiinate Descriptian of Pay �tem wikh �rice Unit I'�•ice Bid Tutal �
�tem Quantity Written ln Words � Price Sid
i} g, 1 S,OSO 5.�. Rocf� Salt �inisll Concrete Sidewalk '�
with lnlaid Brick Bands cr.;
V _ ' .: i !1 � .-[ '� � ! � �� � _ _ �
. .-` `_ .��. :=�. Dollars �
� & �(� . ' Cents Per Square Foot ,��� �� �
!9, S Each Plaza Be�1el�, tivitf� Sy���bof, Instal�ed �
� �;� .- -- � - -} - ` �
� .� . � �, � Dollai�s �
____�—,.
& ' . � Cent� Per Eacl3 ' ' . � . ���,�
�
- — � — , -
, 20. 3,775 L.F. Plaza Brick on,Concrete @;
� --.�• �• • - - • I
I Dolfars �
& Ce�its Per Linear Foot � � .
� • � �, �1 / �
-- -- — - --- �--- ,
21, 5 Eacl� Large Garbage Ca�is, tivith Symboi
� lnstalled @; _ ,
:�r.�� �-
� Do! lars
I �„ Cents Per Eac1S �
- - ' r_' - ,
22. 1 L.5. Cut &�ngra�ed �.i�»esto��e Panels for
� Two Semi-Circtilar Ares on concrete
sllb in Plaza cr ; � ,
- - - � ---
I _ � �
. ? �P S � � _. . Dolfars
I & �` Cents Per Lump 5ti�1z � `; � �
. �- .CU��
, 2;. ; 44� S.F. Roc�: Salt Finish S" Cancrete Paneis i��
Pfaza �vith En�ravin� cr,;
' Dollars
��r � r ,
& _ _ ' Cents Per Square Foot ' �� �
- — -- �-
l'3pro1�A3R7fi80?kpe.slPiIOPOS:�L PARY B 1 do � r[l�e Z 1
Pay Appro�imate Descriptia�i of Pay ltenz 4vith Price Ll�lit Price Bi� T'otal �i
Ite�n Quantity Writte�t In Words Price Bid
24. 32 S.F. Ha�zdicap Ra�i�ps @;
- - Dollars
i -
�� . � .
& �� ' Cents Per Each ,' •
?5. 1 S Each Cut & En�raved Limestone Pa��els on �
Conc�•ete S�ab in Pla�a @;
_. . . � - . " - '
�, ,
�� �u. ❑Ol�fll'S
& _ � � Gents Per Eacla I � �� � � `,: -
-- - -- - >.� t _ _ _..� - .
, 26. 12 �ach 2 Gallan Plaitits Instailed @;
. • a Dollars
-�,
_ �
� � Cents Per �ac1� � -� � �
� 27, 2,822 Each 4" Cotztainer P�ailts, Instalfed cr ;
� „ � Dollars i
. ,
gL _��� - Cents Per �ach '
�
� 28.` S30 Each 1 Gailan Plants, [nstalled cr ; �
� Il
. � . � ,
, .
' Dollars �,
. . -- - �
$ � . Cents Per Each �'
.,
. ,�
- - -�
29. 99 �ach 5 Gallon Pkants, installed cr; �,
� • -� r � !I
R
Dollars
Cents Per Each
ISprof�TJU7684,'�spcesWRdPOS.�LPaAT01.du�, Pa;e 22
i
�
,� � ' i
_ > �
- �
Pay Approxi���ate DescriptioEi of Pay Item with Price Unit Price Bid Totat i
I ltem Q«antity WritteEi in Words Price E�id
30. 5 Eacf� Bike Racks, [nstalled cr ;, � i,
- �~ � �ci � ���.. — . �i
�
� . �: - , Dollars '
$c � Cents Per Eacl� , M - i
. �y_ ..
_ -- - f'
3 f. 64 Each 1nst�li 3" Trees Pro��ided by Ci�y �r ;
- � •
. .. �__ .,- -' . _ ' .
7��` __ Dafla�•s
�¢c. "/i Cents Pe�� EacE� '. . , ' - ,
32. 12 Eacl� 36" Cast Pot with 5�mbo� & So�l c�r ; �
� � � � � o� �
, ��, Do� lars � � n�o ` �
~ - � �\�
� , Cents Per Each . ,��3s.t'rs.•, I
33. 6 Each 27" Cast Pnt ��itj� Symbol &�oii cr ;
4 ,��. Dal lars
& � Cents Per Eacii " - �
�
~ l� I
34. 6�acl� 22" Cast Pot witl� Symbol &�oil r�r ;
�! �Y. _.w.
. " Dollars
� . , . ,, .
g� �. Ge�its �er Each , ,
35. 6 Eac�� Large iron Pot ��ith Symbol & Soil cr ;
, � ,_�_ _
_,�r ,� ,� F�r � - DOl�ai-s
& � Cents Per Eacli
� � vC� `��.' bUL .
I.•proj'A3076S�Y'_'spe[s'•PROP05:1LPARTB1.do,� Page 23
Pay P�pproximake, Description of Pay Item with Price Unit Price Bid Totai
Item Qua�ltity Written in Words Price Bid
36, 3� Sach Black Granite Ground 1'laq��es,
E►tigraved witfi Concrete Base cr ;
�� - � ' � Dollars
- f i w.v•..r_ � _
_ f
8c „: " Cents Per Each � , =, ,
'_ r-_'__- - 4
37. 49 E�ch Cast Stone li�sets i�i Golumns, jclstalled �
�� ,
� � �
� - �� .
, � , Dolla�s
�" I
� Cents Per Eaclt - ` + � . �
_ _- .
38, l� Eacll Bro��ze Pfaq�ies, iElstalled Qn Cast
[nsets in Colui�ins ct ; �
i :
� Dollars
. .�.�rd`. l�� �'
c�c _ _ Cents Per Eacl1 ,,� �{j��
�
UNTT VI - LANDSCAPE TOTAL AlYIOUNT BID: � . .� � � ` ��4 ' f
� �i�C?�j[�g�°�jC� �`N�
UNIT VI - LANDSCAPE ADDTTIVE ALTERNATE A1
Church �laza rr+ith Tree Basq�e
(East Side of Evans A�ve., see LA.1)
Pay ApproYi�nate Description of Pay Item witl� Price Unit Price Bid Totaf
ltem Q�Ea��tiry Written �n Wo�ds Price Bi�i
A1-1. 70 S.F. Sidetvalk Pavers on Fle� Base ct;
-.
� / , Dollars
� Cetrts Per Square Foot � � � � ��
I 4projAi076S0"tspocstiPROI'DS.�L PAAT BI .duc� Page 24
Pay Appiroxin�ate Descciption of Pay [tem with Frice Unit Price Bid Total i
Item Quantity Written Zn W.ords
Price Bid
AZ-2. l40 S.F. Rdck Sait Fic�ish Concrete Side��alk witl�
(�3 of 4tiliich are �illaid Brick Bands c�;
brick h�nds) _
- - Dollars
� _ , �
�
g� ,'. Ce�tits Fer Square Foot { �
A2-3. 34 S.F. Bric�: Bands on Concrete in Paver Area c�
,� _ Dollars
gz � Ce��ts Per Square Foot � �- � �
" - , ._ � I
A2-4. � Each Instail 3" Trees Provided by City rr ; '�
' � �,
;,. ��
, � ' �,' -, Dollars
�i LL ' . . �
g� , Cents Per Eackti . ,
-- � - 1
A2-5. 3 EaclY Tr�e We�l Plantings as per Details cr ; .
� �
. ��;� �,�� Dollars ,
& Cents Qer Each , '
. -�
A2-6. 3 Eacli Instal! Type "B" [n-Ground D'trectional
, Fiood Ligiits and,Po�ver Circuit �r;
;.'��.�, �✓�G. , Doliars
&. Cents Fer Each ,* (/ �j � + '
� r
( o .�
UNYT VI - LANDSCAPE TOTAL AMOUNT BIl?: �_ � �__���- �3'�'✓ .
ADDITIVE ALTERNATE - AZ
� �P�6��.o�o�bs�'_`specs�PRO['OS�{ P.�R7 B l.�u� Page 26
„
UMT Vi - LANDSCA]�E ADDITNE ALTERNATE A3
Pedestrian Paving Extension by CE�urc�
(East Side of Evans Ave., see LA.2}
Pay App�•o�iinate Description of Pay Ite�n witi� Frice Unit Fric� Bid Total
lte�ia Qciantity � Written In V1/ards Price Bid
A3-1, 306 S.�'. Side�valE: Pavei•s on Fleti Base cr.;
A3-z
Fay Appro�iE��ate Descriprio�� of Pay Item witl� Arice Unit Priee Bid Totat
Item Quantity Writte�� ln Words Price Bid
�
UNIT VI - LANDSCAPE ADDiTNE ALTERNATE A�
Aluminum Events Stage
(Inside Evans Ar�e. Plaza) .
' - � DoElars
a
& , � - Cents Per Sc�uare Fo�t
104 5.�. Rock Salt Finish Concrete Sidervalk
( I) of �ti�hich nre tiy�th �il.laid Brick $ands (.�;
hrick bands) � � • � � •
& �-
UNIT VI - LANDSCAPE
ADDITIVE ALTERNATE - A3
f A4-1. 1 Eacl7 Provide Design, E�gi��ee1'i�ig, Shop
� I Drawiiti�s & Construction (Gomplete in
Place) for Alumi�z�im Events Sta�e over
� I Fou�itaiil as plans oiS 5heet DT`7 �;
� � .. ,. , . _ ti �
� r-� - Dall�rs �
. � . . —` . -- _ `
• & . . . Cents Par Each , � v ��(
-%� � � .
, I� UNIT VI - LANDSCAPE TOTAL AMOUNT BID: � _, , � �� �' � F ~
� - L
l
�� �F .�
� •' �
Dollars
Cents Per Sqfiare Foot � : � , •
TOTAL AMQUNT BID: S ,_� �C� � �`��
„
��
�' � J �,�/,
1lpiuj�0)0163�}7lspresSPROPOSALPaRTEl.doc� Paae 27
�
,�
�
�UNIT V 1- LANDSCAPE BID SUMMARY � � � � � � � V�
� - `_
i1NlT VI: TOTAL BASE BID ��`= �� �� � � � � �' -�
-, ,
(5UM OF BASE BID ITEMS i-38): �. � a�� ��� �� y�1,.
UI�TIT VZ-A1:TOTAL BID INCLUDING ADD�TNE ALTERNATE Al: �-�"��:"i`;�y�
(SUM OF SASE B�D ITEMS J.-3$ AND ITEMS AI-1, AI-2, A1-3, Al.-4, & A1-a) v���g,� �+f�a��
ir , �
UNXT V�-A2:TOTAL BID INCLUDIItiTG ADDITNE ALTERNATE A2: 5_ �,�� �-:y= � e� �'
(SUM OF BASE BID ITEMS 1-38 AND ITEMS A2-I, Ax-z, AZ-3, A�-�1, A2-�, & A2-6� �,���' �p� 3,�
UNYT VI-A3:TOTAL SID INCLLTDING ADDITIVE ALTERNATE A3: S �` -= -- -'
.
(Si1M OF BASE BID TTEMS 1-38 AND ITEMS A3-1, & A3-Z} ��
� � � � ' � --r"
UNZT VI-A4:TOTAL BYD ZNCLUDING ADDITNE ALTERNATE A1: S--�.;,; r� `: . ',�
(SUM UF BASE SID ITEMS 1-38 AND ITEMS A4-1) �� 4u�b I'� (� �p�V�''
I��proJ'A3Q768Q'_�spt:s`PRQPOSALPARTBI.d�� Qaj@ LO
TOTAL AMOUNT BID Y7NIT I- PAVING: SLTBTOTAL: S
TOTAL AMUUNT BID UNIT XI - �VATER: SUBTOTAL: �
� ' r � . fi � �'
l
.' � �..�a � ---
. -
TOTAL AMOUNT B�D T3NIT III - SEWER: SUBTOTAL: � '� ___
s
TOTAL AMOUNT BID UNIT IV-STORM DRAIN: SUBTOTAL: $ , r`�1 J U v
- :
. c - - �
TDTAL AMOUNT BID UNIT V- ELECTRICAL: SUBTOTAL: S =_ _�
j �"�U� ���.$�1. i ,5G'� �
T4TAL AMOUNT BID UNIT VI-LANDSCAPE: SUBTOTAL: � — _ `-� ~ . . � �
YTOTAL AMOUNT B�D Ui�iIT �I-AI-LANDSCAPE:SUBT�TAL: � - ��� L.
{
XTOTAL AMOUNT BID UNIT VX-A2 LANDSCAPE: 5UBTQTAL: � ,„� �����'
�TOTAL AMOUNT BID UNIT VI-A3 LANDSCAPE: ST3BTOTAL: � �t
;�
�
'�TaTAL AMOUNT BID U�TTT VI-A4 LANDSCAPE:SUBTOTAL: ��� �V ���' '� _ _,
` , �
, .; � —
GRAND TOTAL AMOUNT BID: $ ""`�"``'��� ` ` `� � _
. �.
� � ��
��� l� �����
Coatractar �vill be selected on basis of total bid inclutling all alter�t�tes.
�f the lowvest total bici suhmitted by a res�a�sible bidcler exceecls tt�e amount of funcis
available to the Usvner to tinance the contract. '1'�e U}vner may afvard the contract on the
base bid only.
*1'ndicrrtes r#ejat affe�ted byArlrlitiveAlter�z�rte
l��proj'.U3076S��vpecs•.PROP45AL P�RT 9 f.dec Page i�
[�'
.�
.�
**� CXTY APPROVED PRODUCT AND METHOD FORM **�
�'CONTR.ACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND �'RQVIDE
GENERICITRADE N.AME:
STANDARll SPEC. NO
E �.-31
�� � 1�, E1-zs
.�i% -~ � E1-27
SIZE
4" thru 30"
�" thru 1�"
�" thr•u 1�'°
Cansult the "City of Fort �Voa•th, Texas Standarr] Pe•oduct List" to obtlin the Generic/Trac3e Name
and the Man�facturer for the pi�es listecl above.
Failure to provide the inform�tion required Abo��e niay result in rejec#ion of bicl �s nan-
res�on.sive.
Only products or methods �isted abave r�viil be �llawed for use in this prnject. Any
substitut�on shall result in rej�cted of bicl as non-responsive.
I.'.piuj5A707684_'spacs`PROPO5.�L P:IRT 81 dac� � Pa�e a�
r
'�"STAT�MENT' OF NiAi'�k�iALS AND OTI-�ER C�IARGES"
MATERIALS INCORPORATED INTO THE PR�3ECT
ALL (�THER CHARGES
**TOTAL
$
$
* This farnz is included in these documents for reference only. it is to be completed by lar,� 6idder
at the ti33ze of e�ecutian af che co�ltract.
��` Th�s total �nust aaree witl� tlse total figure sho�vn in t11e Proposal, TO7AL AMOUNT $ID i�ti the
bo��Eyd contract. y .
For purposes of co�j�plying with the Texas Tax Code, the Co»tractar agrees that tlxe char�es t�ar
any tnaterial incorporated into the praject in excess of the estitnated quantity providad for he�•ein
wi I( be izo less than t��e iitivoice price for st�c1� material to the Contractor.
,
i�.��c3�.v;o�aso�t,�cswxoros:�� v.�er e i.agr p ��e � 1
�I
I
VEI�TDOR COMPLIAivCE TO �TATE LAW
The 19$5 Session of tha Texas Legisiature }�assed House Biil 620 re{ative to the award of contracts to
no�iresident bidt�ers. Tijis lary prov�ides ti�at, in order to be ativarcied a contract as Iow bidder, qonresident
bidders (aut-of 5tate contractors �vhose corparat� offices ar pri�cipa! place of business are o�itside of the
j i State of Texas) bid pro,�ects for construction, improve�nents, suppiies or services in Texas at an amount
1 lower tl�att t�ie lowest Texas resident bidder by the same a�nount that a Texas resident bidder �vo��id be
required too underbid a i�onresident bidder in order to o6tain a comparabie cai�tract in tl�e State in which
i the nonresident's principai place of 6usiness is located. The appropriate blanlcs in 5ection A must be
� filled out by aIl out-of-State or nonresident bidders in orcier for your bid to meet specifications. The
failure af out-nf-State or nonreside��t coutractors ta do so tivill alttornaticak�y disqi�atify that bidder.
I I Resident bidders must check the box iii Sectian B. �
A. Nonreside�t vendors tn (give State), our principal place of business, are required to
be perce�zt lo�ver than re$ident b�dders by State la1v. A copy of the Statute is
attacl�ed.
1
Nor�resident �endors in (;ive State), aur principal piace of bttsii�ess, are
not required to underbid resicient bidders.
B. Our principal pIace of btisiness or corporate offices are in the State af Texas. Q
BIDDER:
� '
�
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�.�-./.�������� . ,
—� F.r.
City 5kate Zip
- - BY� � —�� ���C1'
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Sianatu% �� ` '� - � "�" +
. :
Title: '
(Please print)
THIS FORM MUST BE RETURNED WITH Y�UR QUOTATIO�i
I I
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Ret�u�n o� ��apas�]. ���u�i�t�s
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C�=�.� �O�T�E �0 ��DDE��: ��� o� �h� ��g�1 pu��ica�io�s
���ha� ac�ua�l� publi�hed iM pub�i� �dvertis��� ��diurns ��
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con�er���.a�ed under th� �or�tr�ct C�a�urnent� const��t�t�s �Y��
not�.c� t� biddex�s. .
��.-�.+� PROF�SA�,: -The �az�pl��.e� t�rri.tt�n �,�,d �i.gne� o�f�� �r
t�r�d�r o� � k��.d,d�r �� pe�`�c+�m th� wor3€ w�ich th� O�n�� 8���r��
�o hat�� don�, t�og�th�x' w�.�n �ha b3.d a���t�-i��►� cona�i,�u��� t,he
��oposalr whi�h becom�s b�n�ing upon tY�e B�dd�r ��en it �s
of f i�3.a��� ��ce�v�c� b� th� D�tnex R h�s b�en pub�icl� o�et��d �.ttd
read-_ �nr� not �e����ed �� t,t�� Ov�r�ex . � �
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c�mpar��# ass��ia�i.an, ��rpo�at3.�n, ��t�.r�a�� c��.r�����r ar. �h�r�ug�
�, dut1� author��ed r�p��s�r�t��#.ve, �ubMi�.t�r►g � p�opos�,1 �ar
p�r€�rmi�xg �h� w�rl� corrtemp�a��d under tho �ontra�t Documet���,
canstitu�es a bidc�er. .
����..6 ���I���,�, ���I�TT���IS: �'�� G�r�era�, �ot�dit�or�� a�� t�e
u�u�l c�rxst�uc�r� at�a con�ra�� ��c�u���ma�t9 wh�.ch g�u��� �t�e
��r�o�mar�c� �� �h� work so t�l�a� it w�.�� b� ���x��e�i on is�
��cax`dar��� w��.h tt�� cus�omar�► ���'�er�u�t��, the 1���,� statutes,
and• r�q�ti�e�tent�' �� �k�e .C�ty a€ Fo�r�. Wox�h's ���ias�e� 2�r��
pr�rnu�ga��d a�`d�.nan��s . � , � � , . ' .
Wh��etr�� �here �n�y be a co�£li.ct b��w��n tkt� G�n��r��
�or�r���i,vhs artd �p���,al Conc�f�ior��, t�he Yat�er ��a�l �ak�
�r���d,�r��� and e���� �vv��r�.
��-Y.7 5�����,�, C0��7'����5: �pe�ia� cor,ditfon� �r� ���
sp���,t�.� zequi�c�m�nt� wh�.ch are n�c�ssar�r �o� �h� �a�rt�.cular
pr��e�t couer�d by t�� C�n�rac� �ocume�its �xnd rtot� sp���.��.ca�.l�
�ov��ec� in t�� ��ne�a]. �ondi�ions. �;h�n con�id�r�� wi�.� th�
��ne���. �ot�d�,tia�� ar�d othe� e��ni�r��.s �� �1�� �ot�i��'a��
Da�ument� ��t��r. ���v�.c�e th� inf�zs��,�.�on whi�h ti�e ��nt���ta�
and pwn�x sho�ld ��ve in ord�r to ga�.� a�h�r��gh know�e��� o�
�ha pra3e�t. , �
C�--�.8 SP�CZF��AT��NS: The 5pe�i.��catior�s �s �ha� s�ct��or� or
part of th� �an�ract Ao�urr��nt� w'hf�t� s�t� �or�� �.tt �eta�1. �E��
r�c�ui.r�m�n ts wk���h in�x�� 1�� m�t by a�� mat�r�a],� F cons��u��ia� r
workrEt�t��hi.pt e�ui�m�r�t a�d s�rvic�s in �a�d�x �a rer�d�r �,
�or�}��et�d an� u s�f �1 pro� ec� , i�ih�n���x` x`ef�r�nc� f s r�n�c�e �o
stai�darci sp�cx�i�a��c�r�s� �e�u�.��ionsr r�qu���m�ntsr st�tu����
e�c, t s�ch re����ed �a docurner��s ��a1� beca�te a part a� �i��
�ont�ac� i��ct�mer�ts jus4 a� thaug� �tY�y w��� esr��od�ed the�ein.
�1�1.9 �DND�: The bor�t3 �z k��r�d� �re ��ie vr�itt�n gt�ar�z���� pr
��cux'�.t�r ���ri,��hed �y the Con�r��t�; ��r ��� pr�mpt ar�d
��.-1. { 2 �
�a��h��� p��fa��an�e of th� �o�tr�c� and in��ud� tri�
�o��owing: , ,
a, ��r��r�a��� �ond �s�� p�ragra�� �3-�,7� . .
� b. Pa�m��� ��nd ���e para�r��h ��'3.7� . �
c. ��intena��e Bon� {s�� pa�ag�aph C���.7�
� �. P��g��a'1 a� �i�,��cu��t� {se� Sp���a� zns�xu�tio�s'
�a �idders� �a�t A and C�M�.��
�1-1. ].� �o�]�RAc�; Ti�e �on�ra�t� �s th� .�o�r�xal. � sa.gn�d ag�.e�rn�nt
be�we�n th� Ow�e� '�,nt� ��e �o�trac��r , ��ver:��� :,�h� :mu�u��
�nde�star��ir�g o�' �he two �ori��a��ing p�,���,es a��ut •ttxe ��aj�ct
�o l�e �ompl.e��ci unc�e�r th� �ar�t�a�t Da�uz��r��� . -
�].�-�.. ��. _�L��1�; Ti�� ��.ans �re tt�e d���inc�� �r �epror3uctior��
tk�erefrot� rnat�e by t�h� �wnar'� ��pr�sent�tiv� showing in �de�a��
�he �.ocation, dimens�on �,�r� �o�i�.�,ot�•o� �.h� v'ar�.�us e��menta
a� ��� px'ajec�t �nc�.uc�ir�g su�� p�c��i��s, t�pic��.
�xc�s�-��c��.�n�� �a�ou� df.agxamsF workinc� drawir�g�� p�el�.mi�xa�ry
dr�,w�rigs �,�,d sttah �ug�l�rnentai d�,�wings� as- t�ie� Owne� m�y i�s��
t� c].a��.��► ot�hex� d�aw�.reg� o�r �or t�h,e .p�a�gosa o� ,sh�w��ng
�hang�a in th� �raa�}� h�r��r���t�r �,�thox'�.��d b�r �.he Owt��r. '�h�
���r�s �r� ��t�al.3.� b�und s�gar���Zy .��rom atit�� pa�`��.� �� �t��
contra��, r����lx��r�t� r `�.ut �h�� a'�� � �ar� � �� � tt�e� �or,�.r-�c��
D���xm�nt� just�as thou�h� 't#te�r �r�re �Oox�nci ther�in. .
��--1. ],� C��`Y: "�`he C��.�r a� �'ar�t� �7o��.h# �e�a�x a �tar��.��pa7.
�arparati�� t--a�tMo�r�zed a�c� �hart�e��d. �xr�d�r the T�xas �tat�
�t�t���s t actir�� ��r anc� �.�x�ougin f.�s ga�rert�f�� boc�y or �ts Ci��r
�3ang��� ���� �� wh��h �s �equi.x`ed k��r. cinart�r to per�o�m
s�e�if�,� ��tt�.��. ��sg�nsibil��.�r ��r final �n�o�cem��tt of
Contr��t� i,rrvo].va.ng t�� ��.�� a� .�'or� Wo�ih �.� b� �h�rtex`
tres�ed in •�the �i�y hia.nage�. �h� t���n� �it�r and Owner ar�
��non�►�ous. � "
��.-��. �� �zmY ��U�]C�_L; Tt�� �uly e�ec�ec� and �u�lx�#���
gotr��r,a.ng boc�jr o� �h� C�.�� of Fax� �o��hx Te�a�. .
C�.-�1. 14 MA�OR: The� o�f�c�a3.�.�r �].ec��d �ayo� f��r �..n h�s
abs�nce� �.1�� �f�yar P�a tem a� �.h� �$�� v� For� 4���th, �`�x�s.
��--� . x� �r�'� �At�A��l�: '�he o€f f nx all� agpoS.st�.eti �r�� a�xthor��e�
���� l�i�x�ag�� �� the ��ty o� For� V?orth, '�exas f�r �x� ���.�
�t�.��oriz�d r�pr���nta��.v�.
��-� . �� C�T*.�` �'��`DR��Y: �he o���.��al.l� app��.ntet3 �xty� l���orn�}�
o� th� �i.t�r �� Fa��. V�o�tY�� ��xas� a� ��a d�x�.�r �u�.i�ori�ed
repre�en��tive. .
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o� t�� �it� o� Far� Wor�h, re�erre� �o �� �he ����t�r ae ���
��t� ��gi��e�, or h�s d��� aut�ari��d �r���es���a�i��� .
C].r-1,1$ DT�E�,'�.'OR, G`S�.'Y F��1�'E� �I�PA�2'�'t"I�N'1`: �,'k�� dLl�� �.�}�10irlt�t�
S�ire�tar a� �he �i�.� 4�at�� ,D�p��rtm�t�t o� the ��.t�► of Fart
Wox'�h� T�xas, �r hfs du�� autha�i�ed r�p��se�n�a�ivet
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o� �.th� F��t ����h �i�y W�,��r D�pax'�m���t ar �l��i.� du�y
aut�.hori�ed ass��tant� f a��r�ts, engin��r�� inap�ct�ars, ��
�up����x��nc3�t�t��, �,���.ng +rwi.th�n ti�e s�op� a� �he p����.��Ia�
clut��s �nt�u,s�sd �o �.h�m.
�3.w�1. �0 G�NT�1ai�TQR: �`h� p���on� p,��sor�s, �artne��h�pr
��t�tp�t��, �i�r��t �ssoc�atio�r� o� co�poxat3�n, �n���j,�g ���a �,
��n�r�,�t� wit}� the Dr�n�� �or the �xc��s��or� �� �h� w�rk� a�t��g
dir����.�r �� �#������ � �u�,y au����i�e�i r��r�ser�tat�tr�, �
�ub�car�t�ract�r �� a p�rsafl+ fi��tt carpora��.aiz, or ot����s und�r
cart�ract w�.tk� �h� prin��.ga� �a�t�rac��z+ su�g��r�.r�g ���ar $r��,
m�,t���a�.s or ar�iy 1a1���� �or ��x�k at �h� �ite �� �he pr��ecf. -
��.-1.�1 �C7RE�TE�: ,Ti�e �ax�ar�t� }�odi�s �hz�h �,�� bor�nd �y �
suct� b�t��s ar� �e�uir�� witi� �,t�� �o� the �antrac��r. The
�u�����s e�g�g�d ar� �� be f��.�.}� respar�s��l� fa�r �he �r���,r�
ar�d, satis��.�tory �ul��.11�er�� �o� �L�e �ort�ra�� a�d �or any ar�d
a�11 rec�u�.��rnet��� �s s��. �oz��i� �n t�he ��r���a��. D��umer��e �nd
�gprav�d �han��s t���rein.
��.-�� �� �'H� G40R� OR P�D��CT: ��� �ompl�t�c� w�rlc �ont�zng��,t�d
in ar�� cover�r3 b�r th� �ont��ac� Doc�r�en�s# �n��,�rd�z�g �r�� not
�.it�#.��_a� to �}�� �u�fli�hit�c� v� a��. ZahorF s�at�r�,�,��� �o�X�,
eq�tipme��r at�� inc�c3er��a1� nece��a�y �c� pz�d�,�� � comp��t�d
a,nd ��rv#.ce�bl� �r��e�t. -
�1--�.�3 Y����{��G DA�: A wo�rki�n� day is d��ined as a��lendar
d��r, not inc�.ud�.��g ��"�.u�day� r Sur�d�y� � az��, 1�r�a�. hal id��s ��n
�hi�� ��o v�reath�r �r o�f��r �ond�,�,i,�ns no� urtde� �h� �on���� �f
the �ontract��r p�r��� th� ��r�a�rn�nc� �f the grinci��l ur��t af
��r3� fo�r a p��ia� �� not ���� ��an s�ven �7i ���r� b�t�r��rt
7:�0 a.xn. at�d �;�U p.�., wi�h �xc�p��.�ns as �����,�t�� in
��rag�r�ph �7--7.6.
C�-1. �4 C�1L�:3��AR DAY�: ��a�.er�dar da�r �s ar�y c�ay ��' �,�� w��,�
or m+���h, tto da�s b�in� ������e�.
C1-�.�5 ���AL i���xDA�S: L�gal hoJ,iday� �ha11�b�
���s�ri��d b� �in� ��t�� �oun�il of ��t� �ity �� For�
�h�erv�,nce �y �i��► em�lo�r�e� �.a �a��c�ws:
ab��r�r�d as
�or�� �or
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3,
4.
S.
6.
7.
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9.
��w �ear�s �a�
M, �.���ngf'3r.'8���h�a�
M��o��ai D�.�r ,
�r�c�ep�nd�n�e Day ,
�ab�� ���*
Th,an�tsg3,v�ng D�.�►
Th�nksg�.��.x�g �'�'ic3,a�► -
�hris�ma� L�ay
�an���y �
�h�r� �an�a� �� �anuar�
T���� Monday .in I��y �
��xl� A . ` • .
�`��s� �ionciay �n Se����k��r
�ou�th 'S'hurec��y' �n I�Tov�mi�er
F�ur�h' Fx'id�,� fn �o�rcr�b��
��c�mbe� �5 •
�uch ot��r c�a�rs ir� �i�� �,�
I�ol�,d��s as �.}�� Ci�� �our�ci� ..._ . . . . : . � � � �. , . .
ma� ci���arsnir�e � . . , . .-, .. ; . --.
�her� on� o� th� abotr� �amed ho1�.d�,�s os � sp�ciaL h�lid�y �.�
d�c3.���� �� ��� ����' �o��nci.l+ ��.7.�� an �a���day, �h� �olicl�.�
shal.�. b� o�a��vec� on th� �re�ed��c� �`�3da�r or 3� �.� �al�� on
�unda�r� �t st���l. be ��s�rve� or� the �ol�o�t�.r�g ��r�da�r, �y th�s�
ez���o�ees ���lc�t�g �n v�c��]��rtc� da�► op��r�.�i�an�. '�'_.��plo}►�ea
wo�kf�g �a].�n�a� 8ay o����,�.ians �il� -c�n�id��r �ki� �aiend�,r
����.d�y as th� ho�.i�a�. ' - - . - �
��-�. �� AB���V�AT��N'�: W�i��'�`v�ae �he abb�ev'��ti��ns de�i.�ed
_h�r.�i.fl ap���.r �.� ��ntra��. D�cumez���r ths' i.t�t��t ar�d �-me�ning�
sh��l �� as' �a��.�ows :, - . , - .
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C��Z.�7 _�H���� OR���: � ��hang� Oxde�� �� � writ�e�
s�p���man��1 agr��m�n� �etw��� t�� �wne� and.th� c�n��ac���
�vv���n� sa�� a���d or dedu�t�� it�m �� �ea��r� �h�ch �ay.b�
�o��d n����sa�� and wh�ch ��s n�t �p�cif ��a11� inc�ud�� .�� .,�h�
s��p� �� ��� ��oj�c� vr� w���h bid� w�r� sub�it�ed, �r��r��,se
irt �sr�it q,uantfti�� �atat�d i.rt ��e•pr�p��a�, �i�� �at t}�� aul���ct�
rn��ter of �, �ha�n�e ��der ��7�es� �h�e ir���ea�� o� r�e��e�s� is
�a�� t�han �5�� af ��te a�tt�u�� o� ��e p�,z��.c�x3.a� ��.�m a� �,�ems �,n
�t�a � �ax`igi�al �roposa� .
A2].= "�har�g� Or�d��cs" sY�a1� �e pr�p�,���, �y the �it�► �rom
inf�r�na�.�.on �� t��c�ss�,x�� �urn�sh�d by th� Cor��r�ctvr.
���Z. �8 �AVED S"�`F2��{I'S �,�p A�,L�3�S: A ��v�d. �t���� �r �13.��
�hal]. k�� d��i.n�d �s a st��e� �� ���,��r �a�ring orie of tk��
�alYowirt� ��rga� af v,reaar�.ng surfaa�s a�p�,�ed- av�r �he na�u�a�
ttz��,rn�a�ave� �uar�ac�; �
�.
2,
�,
5.
��� ���� o� aspha�.��c con�re�e w�th ar �r��h�ut
s�pa�at� ��se ��t��i�J..
An�r ��►pe of as�halt surf�,ce tr���.ment t no�
a.z�cluding at� o�.led �u�r�ac�F w�th or ��.thout
se�a�eat� bas� r�t�,t�z�.a�. � ' ' ,
�ri�k� with o� wi��au����par�te b�sa rna�er��,7..� -�
�o�c�r�tex �a�.th oz� �r�.�h�u� �e��ar�t� b�s� �na����,a2.
�r�� c:ar���.nation �� �h� ak�o�re.
��-�. �9 C]tv�A�T�D �'�RE�'�� �R �L�,�]�S: �t� unpa�ed s��e�t, �,,�3,�Yt
��adway p� at�h�r surf��e �� afly ��r�a �xcept �}�a��� t�e�in��,
a�ov� ��r "P��xed �tree�s �nd �I�ie�� � ��
C��1. 3 0 C��TY STR���'� : � c���r s�r eet is de��ne� as tha� �,�ea
,b�t�rree� �Y�e �igh�-o�--wag �.�,rs�� as tl�� s����� �� de��,ca��c�.
C1--�, �� �bAr1WAY:
g��alle�. �irt�� tw�
��') ���t ���k �f
��ists.
Th� �c�adway is d���.n�� �s �.h� a�ea b��w�ert
( �' ) fe�t bacic �f the �ur� �.�r�e� or �ot��
t�,� av�xa�e �d'ge a� pav�m�t�� vrh�r� r�o cur�
C1-Y. �� �RA�F�L_ S'�`�E�x : A�'r�v�Y str�et i� �.r�� unpa�r�t� �t���t
to wrhi�h has ��er� a�d�� ��e o�' more ap����a��or�s o� gr���1 0�
s#.mi�.a�' m�te��,a3. �t�her t1�an tt�� r���ur�l mater��� �ound ��, �h�
st��et st�����e l�e���� �.�y impro�r�m�n� was m�tee.
�
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SE�T�b�d � - CEt����l�� �O�D�TT.O�S •
C�-� ��]TER�1��'���IQ�3 ANi�
����A�A�'�ON C}� P�OPQSAL
SE�'��0� ��-� ��T�RP�E�'ATZ�� �I�� Pk���2��1'�`��� CF _PROP��A.Ix, .
��--�.1 ��tOF���iL F�R�S: T�e Qt�rt��� wi11 f�urnist� b��8e�� �x3.��i
proposal for�, t�hich wi,l1 cont�,�r� �r� �i�e�ized �.is� �� th�
3.t�ems �� wo�3c �o �� d�r�� or �a�e�ia1.� �.� �a � �u�r��shed ar�d txp�n
�rh�,ch �id� pxic�s a�r� '��qu��t�d, ��� Propo��i _ f��m _�*�.13� �ta�e
�ha s�dc�ear' s gen��ca ]. �r��e�cs�.anding o�- .th�, ',.p�ro�e�ct t_a �a�
�att�p��t�dr provi.d� a spac� �o� iurn�.sh�n� �h� �moun�. �� b.�d
s��u�it�r� �nd �sta�.� the bas�,a far et�t�ring �nto �. �orma�.
car���ac�.. '�k�o Qv�tr►ea� wi�� �u,rniskt ��zrns �o�e t�e ��dde� � �
��x��ri.�n�� ��corcl," "�q�,�pment 8ch�du�.�x" and ��`�nan��.��
�tafi.���n�.�" ail. �� w�fch mus� t�e �rop�r�� e�ce�u��d at�d �f�1�d
�r,t�.�h� the �i.�ec�o� a� �he Cxt�� Wate� ��p�r�mant �ne wre�k .pr3.or
tc� �.�te hou� ��r � e��- of b�.�� . � . �
�`�e �ir�ar���a.1 �taternen� r�s�u�.x'�t� shal]. h��re beet� �r�pare� b�►
an ind��enp�z�t ���r�.��ied pt���#.� accou�tar�� or �n independ.en�.
��uhl�.c ����ur��.arit �olc�.i.z�c� a vai�d ,per��t -�ssu�� b�r �n
�,pprop�riat� s�a�e �i��r�s�ng a'�etxayf a�td �sh��]. _ha�re 1�eetx ��
�r�p�.�ed aa 'ta ���].e.at 't�he �u�r�nt fina�i�i��, s���u�. '�'i�i�
�,ta�emer�t mus� %e �ux��er�t ar��l nat z�a�ce thar� o�ic� i7.� y�a�e ald..
�n the c�se that 2� ���di.ric� datc ���.ls w�.th�� the �3m� a t���r
s�.at��t�er,� is ia��.r,c� �r�p��eed, t�e pre�ri.ou� stater�er�t �ha7.7. �e
u�c�ated t��► prap�� ver'�.�i�atiar�. ��.c�ui.d asse�� fn tl�� amoun�
o.� t�:n �1��) pe�cettt o� the �s�ima�ad pr��e�� co�t wi�� ��
requ�r�d.
�ar an expe��ience ��cord tc� �e con��der�d to b� ac�e��ab�� for
a c�i�r�rx paeo����� �t �nu�� ar��le�t tl�� e�p�ar�an�� o� t�� ��.r�
��e�ki.r�g �uala�fica��on �.n v�ork o� ��th �he sa�n� s�a�ure ar�d
m�xgnitude .a� �hat �� th� g�:o�ec� �or t�h��h �i�s ax� .t� b�
r.�ceive�, and su�h exp���.ez��� rnus�. have k�aen on �a�oj��ta
�amp��t.�d �no�. r�o�e �Y�an ��.v� {5) �rears p��o� to �.he d'a�� on
wh��h ar� to b� �e�eived. The 1�ire��or of t�h� �a�e�
dep2�rtm�n� �hall. b� so7,� �udg'� as �o t�e ac���t�b�.l�.��► of
e�peri�nce foa� c�+��1���ca��o3Y �� ��d ar, an� �`art W�rt� �a��r
�eg�r�.r�t�nt pro�ec�.
�h� praspe��.�.tr� �i.�c��r sha�.1 s�hedttl.�e t1n� e�ut�+�r��nt h� has
a�tailab�e ��� the p�aj�c� ar�d ��.ate that �� w��.1 r�nt �u�h
add�.tionai equ�pmer�t as ma�r �� r�qu���d �a �omg��t� the
�ro�e�� on whic� he subm�t� � hid.
��-�,� �i�'�`Ef�P�ET�T��� O�' QUA�'��TZ��: �h� quar��i�.ies of w��]c
an� mat�r.�a�s t�e ��rr��.�h�d as ma�r �e l���ed i.r� �he � p r�po�a�.
�2�2{�)
����s oz ��her �a�ts �f t�e �o��r��t �a�um�nts ���� �e
cons�d�r�d a� �p�o���{ate �n�y a�d �i�� �� ��ed �o� �h�
purpo�e �� �or�paa�kng �ids on a ur��f��m, basi�. ' k�a�rn�n� w�],�. b�-
mad� �.a �h� ��r���a�t�� �o: or�1� ��re ���uaZ c�u,ar�t����s a� �or]�
pe��orm�c3 �r n;�,������s �urr�i.sh�d �n s�r�a�. a��a�da��� wi�h ti��
�ontract Da�t�mar�ts and Pl.ar�s. •�i�� quar�'���.ies �� �ror}� to ��
per£o���d ar�d �t�terials �o t�� �urr��.st��d may b� incre�s�d ox'
d��x�a��d �s i�e���,naft�r p����d�d, wi.thou� �.n ��� �,t�,y
��v�l�.�a��.r�g �he u�3,�. priae� b�d or any �th�r req��rer�a�ts o�
th�, Contr��� �l�c���r���.
��-�•� . 3 EXA,MI�]A�`�O� 0�' ���"iRA�T �JD��IM��'1`� A�D ��TF OF �R�ti71�C'�`�
Si.dd�a�s �re ac�vi���, that th� �ont�ac� �ocu��nt� on �i7:� with
the Owt��� sh��� cc�nstitu�� ��.1 0� th� �.r��azr�xatior� �+hi�h ��ie
Uwn�� w.i7,� �ure��.sh. ,�#1� additior�al in��rr�a�ion�ar�d da�a wh��h
the �wn�r wi�X �up�l�► a�ter px`�m��ga��an o� �Y�� fa�rz��.�.
cor�tr�,�t d��u�nenta �h�3.'� be i��ued in �h� �o�m o� ,�+r�.t��en
add�nda �.fld ah�ll, beco�� p��� o� the �oz����c� UQC�11[1�h�5 �u�t
�� thougtt ���h addar�d�, w�r� a��u��i� �'�r3�t�r� �.�to �.h� �rigfr�al
�on�rac�. D�����z��� . �
��.�d�r� a�e ��q�t�.r�d� �ri��' �o th� ��I..in� o� p���o�al f�o r�ad
�x�d becorn� �arni�ia� v�rith �h� �or��r.ad� Doaur�te���, �a v,i,�����.th�
�it� o£ th� �pro�ec� �nd ��sa�,fn�� c2�reful�.� a1�. ��.a�a�.
coz�di'�ior�s, �o i.n�o�'r�t �h�m���.�t�s �,� �hei* ot�rn �.n���er�de�it
�ese��c� anrl investir�a�z�ns� ��st�s� �or�x��, an� ��r s�ct� ��.�er
zn�a�s as ma� �� n�cess���► to ga�n a�#rn���t.� �C��wl�d�� .o� -th�
conr3itions w1�icl� ►�fl� be es�c�txn�.�r�d duz�s�g �h� cons�ru�t���n
�� the �r�� j�ct. The� mttst �uc3g� �ar �hem�e�,v�� �he
di���.cu�.ties o� th� work ari� ��3. a���s�di.n� �ircurns��,t����
a�`��c�in� the c�st o� d��ng t}�e waric �r the ii�ne rer�u���d �o�
its cor�pl,e�ionM az�� ob��,�n a7.�. �n�o�r�,��3an r��ui���, t� n�ak� �t�
�n��X��g�n� p��p�sal. �� �.n�orrna�.�or� g�.ven t��r the �wr�e� ��
'ar��r r�p����nt���iv� o� t�t� �wr�e� �tk��� thar� �ha� co�tai.n�d in
th� �ant��a�t �ocu�tents and o�f�.�ia�i� p�om��ga�ed add�nda
�he�ee�o, sh�,7.� �� b�nc��t�� up�n �he �wnex. �idc���ea s�a�3. reL�
e�c��usi�r��� arsc� so���� up�n t�s�ir ��rn� �stxmates,
inv���ia�al�i�nr ��s�a�cht ���ts, ��c��o�a���r��# �t�d oth�r dat�
�����x ar� r�e��ssa�� �or �u�1 anrl �c�rr�p��t� ir��ox`rtt�tior� u�on
w�ich t�� pro�osal i.� t� be ��sed. �� i�s mutua�3.�r ag���t� �ha�
�h� sut�sn�s��an �� a p�o�osa� �.s pri.m�-�ao�.� �vider��e tt�at �h�
b�.dd�r' 1��s mad� th� inv���ig�t�.on�� e�aminat�.or�� ar�c� �e��s
h��eiri r�qui�c�d. ��v�,�ms for ���it�.o�,a� corrtp��sa�ion d�e t�
va�i,a��.�ns be�v���n cor�c�it�or�s a���a���r ��cau[�ter�d �r�
cons�.aru�t�ar� ar�d as fndi.ca�ed i.n �i1e Cc�ntrac� ���u�an�cs �r3,��.
��� i�� a��ow�d.
Th� ��gs n� �a�� Borir�gs� if an�t �hc��t�n� ar� �k�a ��ans a�� �o�
�er�era� in��rma��or� on�� �r�� ��.� flot be c�r�ec�. �]�it��� ��e
C�-��L��
❑wn�r ��r �he �n����e� g��ra���e tY�a� the data shown �e
�ep���en���iv� o� �and���ons �hi�� a�tual�� �xi��. .
�2-�f4 BUH������� �� ��O�DS�L: �he B�dd�r s�$�� subm�t Mis�,
�zop��a� on t�e �o�� �u�ni�fi�� �� �ha ��n�r. All b��n� �p�cas
��p�i�a��e t� �h� �r��e�� co,n�ained �n �h� f�rm shax� �a
�o��e�tl� fi��e� �� and the ��dd�x sha�� s��te th� pr�ce�r
w��tt�� �� i�k i� b�th word� �nd nu��ra�sf.for ��ich ��
p�o��s�s to d� the �a�k co��e�p���ed v�'�ur���h�_��e ma��rxa�s�
r�qtxired. �1.]. such p���es �ha�.X b� writ�en _ie�i��.�� ,'I�►,..c�s�
o� discre�ar��y b��w�ar► tY,� p��.�� wr�t�en i� r�or�.� and th�
pr��� wr���en ir� r�urr{er�is� t�t�� �ric�a �most••ac�van�ag���s -ta �h�
�x�� �3�aX]. g'�v�rr� . .
�� a p�ca�o�2�1 i� �u�mitt�d b� an �.r�dividualt �iis o� h�r r►ame
xr�u�t �� �igr��d b� �im {h�r� o� h�.� (h�r� tlul� au��oriz�d agen�.
�� a ��oposa�, is �ut��n�tted ��► a ��.���:�asso�i�.tiot�� a�
pa�tn�rsh�.g, th� n�.rne arit�. �.c�dres� o��.�e��Y� m�zn?a�� mu�� �b�
g3.v�r�, and �h� p�opos�x� �us� t�e sigr►�d �y � �n�m��� o� tt��
��.zm, a.ss���.e��on t��c pa�rta��rshi.p, o� i�� a peaesort �lu�y
��.thar�.��d . ��� a proposa� ia �su�r�tit�ed b� ��omp�r�y o�
corpn�at�on f the �ompat�� �r c�rporata_ n�m� 2�t�d bus�n�i��
�,dd�ess mus� b� �'ivertr , and th� p�a�osa�. skg,nad t�y an ��fic�.a�.
or ���.� at�ti�o�i.xec�� ag�r�t. 'Y`he �o�go.���.� seal �r�nuat be �.ff���t�d..
��wex �� e���a�ne� ���hor���ng ag�r��s o�r athe�r� to �sic��
p�opo�a� mu��. b� grr�per�.� ceartif�.ed_ and �us� b� in w�iting and
s�bmitt�ci w,�th �he pzt�posal.
C�-�. � R��E�TIOi� �F �REI���P�L�: ��opos�,�� ma]� b� �eje�t�d �f
��n��r sho� any ��t��`a.�i�n �� v�orc�s o� �igures� a�.d�.ti�ns t�at
�a3.Z�d �a�r, cond�.�iona�. o�- x�n��l�.ed �o�' al��rnate ��.d�,
�.r��or�t�le�� .ba�ds, �r�sure�� ��c irr�gul.ari.��e� of a�� �C�.tnd,� �r .
con�.a�n x��i�a�ance va�ue vf ar�� �.�err��, �rop�sal. ter,��red o�
d�liv�r�d a��er the ����.�ial. �k�me des�gnated �a� r�c�i�t v�
p��poa��. sha].l. b� r��urned to tt�e Bi,dder u�ap�ned.
��-� . G ��i? ��CUR�TY: No �rapos�]. wi�.� �e aon��8e��� ur��,�s� ��.
i.s a�compan�er� �y ��"��raposa� �e�u�it��' v� �he ci�a�ac�e� ar�d
in the a�naur�t ��nd�ca��� �n t?n� "i��t�.ce �o �i.dd���'� anc� th�
"�r�po��l.'" ��� S�.c� ��a+�r�t� �� r�o��ir�c� �� the Ow���� � as
�v3.denc� o� go�c� �a�t� �n the paa�t a� �.�e Bidd�r, ar�d b� w��r
o� a��xar��t� th�t 3.� awardec� ��e coz�tract� the B�.ci�er w�.�].
with�.r� �.h� x'equ�.r�d tim� ex�cute ��ort�a�. c�t�t�r�x�� an� �u��i.sh
the re�uxr�d pe��orma��c� ar�d �t1n�� �or�ds. �`he bid ���u��t��► o�
�i�e t���ee lowes� �idd��s t�+�.J��. b� ��ta�.txec� unti� �t�e cont��ac�
�s awar��� o�r oth��r dispos�.t�.on i� ma�� ther��f . Tk�e b�,�
eecur�t�► o� a�l o�he� k��dd�r� z�ay k�e r�turn�d grorr�pt�.� a��.��•
�l�� �ar�v�ss o� k�ids, .
C2-2�3�
��-�.7 D���VE�� �� P�O�OS��: �o ��a�os�� w��x �� ��nsid�r��
unless it �� d����er�df a��o�pa���d �y ��s prop�� B��d
S��ur���r �o th� ��t� ��ri�ge� �� h��������s��tativ� i� ���
o�fi�ial p],ace o� l�u��.r�es� as ���� forth �t� th� .TMi�o�;��� to
�f�der�.t` Tt .fs �he Bidde��8 so�.� �r�sgot���bxl���► t���r3�li�r�r
��� propo�a�. �t th�, prape� ti.ma to t�he grop�r g�.ac� . �he m�r�
�a�t #:h�t � p�opo�al wa� di.s��,t�h�cl �r��.3. no� �� ��n�id��ed.
'�'h� �fdd��` mu�t h��te th� proposal actua��� d�3.��►ered. �a�h
grop���� sha�.�. k�e 3.rt ����,�ed �n���ape ��af nl� xna'r}ced wi�h th�
ward. "�Ft0��5AF,�" ar�tl �h� narne a�r d�scz3.p��.ot� o� �t�e px��e�t �s
ql�a�:�gr�a�ed i�n �h� "t��t�c� �o �a,dd��s." '�h� ��velopa sha1.1 he
addr,�ss�d �o ��� �k��► I�iana��rr City Hak].t �'o�t Warth� ���t�s.
�2-�.S ��THDi�AW�i�� PR�P���I�S; Pr�posais a�tu��Iy �i.l��i w�t��i
��e �ity ,Mar�ac��r �a�t��t �� v�i�.hc�rawr� p�ri�� �t� the ��.m� �5�t ��r
op���.n� prog�sa�.s-. --,A x��c��test fo� non��ona�.��r�,�ian o� a
�ropo�a3. �t�ss� � b� r��d� �.n tvx�.�ing f a3d�ress�d �o t,l�e ����
l'+i,a�ag��� �,nd �i1�� �r�t�h him ��io� �.o �t�e �im� se� �or �h�
operixt�g o�r p�opoaa�.s. �1�t�r a�l g���ao�a�s na� �r�gu�sted ��r
no�-�or�si��rat���s� �,re og�n�d �,r�d pu�blio��► r�ad a�.ou�f the
�ra�asa�.s �ox' �,*���h nar�-co�nsider���o� �r�q�x�sts �ta�� b���
�rop��I.�r �i].�d r�ay� a� t#�e �p�i.on �� �h� (lwnex', h� return�d
u��p�r�e�. . . . ,
C�--��.�9 '�`E�EGAAP��C �1�U�P`T�ATZDI�� �OF �RO�oSALS: ,��� b�idd�� ma�
�t�di��r h�s pro����1 b� t��.er�raph�c cornnu�ticatkon at �ny ti,m�+
prio� t� th� �i�� s�t f�r op�r��t�g �r�po�a1�, ��o�ric��.d �suct�
�.e�.egragh�.� carnmuni��t�.on �s rec��.v�d ��r �he Ci.t�r i�,an�g�er
p�i,�r t� tt�e ��i� �ropo�aX op��ing ���n�f �nd p�o�rid�d �uri:h���
�h�� th� ���y ��na��r �s sa�xs�ie� �.�a�- � w�i�.�.en �n� c�u3.}►
�uth�r����at�d ��n��.�m���on o� �u�� te�.�g�aph�� �amr�un�.��.�.io�
ov�� �hc si�natu�� �� tt�� k��c�8er was tzka��.ed gr�.o� to �he
px'o��s�� o��ni.ng �.�,sr��. x� �tt�k� qonf i.�ma�i�n is r��u �eceived
�i�hin �ort�y-e�ight { 46 � hour� ���er tt�e prap�sal a�r�z�i rtg tir�t� �
na ��r��t�� �v�sid�����ot� wi�Z �e g���r� to th� p�`��o��� .
�2-�. �0 F[38��� ��'��TZNG b� ���F�SAL: �ro�osal� whi�h �av� i���n
grap�ae�.y ��.l�d �nd �.or wr�ich na--"�1or�-cons��e�at�an R�qu�st"
h�s b��ri rec�#.v�d wi�7. ba pui��ialy a��n�d ans� � x��d alaud ��►
��e ��t� 3�a�xag�� ar ��s �t�thor'sxe� re�r�s�����ive at th� time
and ��ace �.��,�.c�t�d �n �h� "No��.�� to Bfc�d���,TM AL]. p�aposa�s
whi�h hav� b��n open�d 2�nd r��d v�t��1 ��ma�.n �t� �x�e �ti�#� �ti�e
�+„�r��� until t�� co�tra�t� Y�as b�en �wa�d�d. �i,dder� �� �h�is
�u�k�ori��d r�pre������iV'�s ar� �t�vit�d ta be p�es��� ��r. th�
og�r��.ng o� bi.da,
C�-�.1�. 5����ULA� ��O1��SALS; �ro�osa�� �ha�.� b� cons�.r��re� ��
��i�g "�,����u�,ar"if th�� sh�w �.n� �m��si�r�s � �Z��r�k�i�ns �f
f�rm, �d.d�t��r�s, ar corxd��i�ns r�ot ��,��ed �o�� u�au�S�o�iaed
��.t�rnate �idsf o� �x'r�g�lar��i�� of �xr�y }tir�cl, �iow�v�a�, t��
C����4�
Ow�e� r�9�rv�s the ri�h� �o wa�v� ��� an� �X1 i�r�gu�ar���es
a�� �o ��ke t�e awa�8 �� �h� �ontract to t�e b��t ��ter�s� o� �, .
the �it�. ���der�n� s pro�osal a���� the �los�n� hou�-�� a�
i����u���it� wh��� �annot �� �a��ed. . � . ,..
��-�.�� D�SQ�ALx�T����Q� 0� ��D��RS= Hi�de�s ��� ��
��s� ����� and t'���r �rog��a�� �ot ��ns�d���d ��r �n� o�,
but ��t 1����e� t�, �h� �o��o�i�g �eas�n:
�. �easo�s �or �el�evin� �hat.ca��us�o�_a����s amon�
��dd���, ,
�. R�a�on�b�� grounds ��r �el��v���-t��� �ny ��ddex is
�����ested �n rna�e th�� atte pr�posak �pr work_
�ont��p�a�sd,
�. ��e ��d�e� �eing ���e��s�ed in•an� �i�iga��o�
ag����� th� Owna� o� w�er� �h� �w��r �ay �ave a
�kaim �ga�ns��ar b� engaged��� X���g�tian �g�inst
the b�dd��. �
�. T�� �idd�� �eing in ar�ea�s �� a�� �x�s��ng �o�t�a��
�� havi�� d���u���d on a p����aus c�n�x��t,
e. ��he bidd�r ha���� p���o���d a g��ox �o�trac� in an
u�s���s���tor� ma���r,
f. �a�k-of ��orn�e�e�c�,�s �ev�al�d �y t�a �irtan��a�
s�a���en�r ���erienc�� record� equ�pm�n� e���du��x
��� ���h �nqu�r�es �a �h��O�n�r may see fi� �a��ake;
g. ���o�ple��d w��k which# �� th� ����m��t �� th�
0�*�es� �xl� �r�ven� �� ��nd�� ��� p��rng� compl�tion
o� ad�����na� �o�k i� �wa�ded.
h. �h� b��der not ���ing w��h th� Ow�ert one �eek �n
advan�e �� the h�ur o� �he o�en�ng o� �rop�sa�s th�
�o�Iow�ng: . � �
1: ��na�c�a� S�ate��n� s�ow��g t,he ���anc�a�
- cond�tio� a� �he ��dd�r a� s����€�ed �� �ar�
"�r� � Sp�c�a� Z�s��uctions.
�. A �urr�nt e�p��i�n�e ���ord showin� �spe�fal��
, th� �ro�ec�� o� a n����� sx�xx�r ta the o�e
���er �ons���ra��o�� whfch �ave be��
�uc���s����� �o�ple��d �� t�e B�dda.�.
3. An �qui�men� sohedule ahawi�� �h� ��u�pme��
th� b��d�z has a�ai�a�le �o� u�� o� �h�
p�oj�c�. ,
�he H�� Prog�sa� o� a b�dder wh�� in �he �udgm�n� o� the
�n�in�e�� �s d��qua����ed under th� req�i��rnen�s stat��
h�r�zn, �h��l be set asi�e a�� ��t op�nad.
C2���51
P��' � -- ��NE�kA�, COt��YT�O�S
C3-3 �;��D �L�� ��C�CUTS�� p�
DD��'��T��
S�C.�'�OI� C3�3 ��nAR�3 A'�D �}���U�`YOt�I O�` .Il���]t�t�'�� :
���� . � ���1SiD�AA'��0� D�' ��i��OSAT��; A�t�� pa����sal� ha�r� �e�rt
op�ned and r�ad a�.oud� �lz� ��ro�osa�.s �r�ll k�� ta��1a��� on th�
b�s�s o� �.h� qu�te�d pz�ic��# the quantiti.�� sh�w� ,�.r� the
��v�os��r �fld th�� a�p3.i.�ati.�n c��' such �o��xuias o� ot�t�r
tn�t�t�ds o� �ring�na� ���r�s t� a�ornrn�� bas�.s �s-�r+ay be
es�a.b�.��Y��d in t�� ��ntrac� D��ut�t��t�.
The t�ta� ob��,in�d b� t�}ci.n� tk�� s�rrk o� �h� �ro.duc�� �f unit
pr�ces qu��ed .a�c� t1�� e�ti,rnat�d quat�t�t��es �lu� an�► �.ur�� su�
k�.ems .�nc� ��t�#� �th�r gtxo��d amoun�� as tna.� �n��r �.rit�o t�xe cos�
of �h� ��mp�.e��� pr��ec� wi��, b� consic��r�,� a� �k�� amaunt o�
the �i$. •
Un�il t�� �.w��d �� �h� �on�ra��. i.� mad� by th� Owne�r th�
��gt�� w��.� be res�arv�d to reje��. ar�y ar a17. pr�p�sa�� and
wa�.t�e t�e�ht���al.��.i�s, to- �'�-ad�rertis� f�or_ t�a�► �ro�aoaa��, �r ta
g�o�eed wi�h �he w�r?� i.n �i�y manner as �t�yU� caz���d��ed �ar
�h� ��st �nt��est o� the Owner.
��--.� . z '��t�o�z��r �t�sir���s �'�fi����xs���to��r�—o��v�� �t��Yr����_
��TERPR7.�� ���31�I���i�C�: ��nt��cka� �,cj��es to paroV,�de to Qt�tlex f
u�,�n ���u���� cor�p�.�te and �,��urate i.r��v�'rn�.t��n �r���rding
actua� v�o�� p�r�ormed b�► a M#.no�i�y ��si.r,��� Enter�pri.sa (M��}
ar�c� �� a a Womar�-ovrne� 8u��nes� �n�er�r��� (V���1 a�n �k��
c�r����.���. �,x�d �.ha pa�mer�� �h��e�n�r. �aat�a�t�� f��L-h�r agrees �
u��n �ec��xe�� �y [�wr���, 'to al.�.ow and a�dit and�o�r ar�
exar�ina�iorx of. at��r ��o�C�� ar�cordeF o� �fi�,e� 3.r� ��i� po�s�sai.o�
of C�n��'ac��� t�a� wi�� subs��n�i��� th� ��tu��. woxk �e�fo�'r���
�� th� �5�� �r ���. Any materia� �fsre�ase��r�t����.or� o� an�r
nature �r�.l� -be ��ounc�� �ar t��x�i,na�ion of th� �cor�tra�� and �ar
3.r�i.�a.atit�c� ���► ���ion under �agpr�p�iat�e f�c��ra�.# stat�e or
�.oaa� 1av�s ar�d ard�nance� ���atinc� �� fa��e s�atem�nts�
fu�r�.he�, an� suci� mis�r�presen�a�i�n ma�r �� grvunds �ar
disq�a��f ��ati�n ,o� �ontra�tor at O�rz��r' � d�.sc'�e�ion �o�r
1a�.dd�ng or, �utur� Cont�ac�� wit}� �.h� Owne� for a per�ad ��
tim� o� r,o� ���� �t��n � ix ( 6 } ��M�hs .
C�-�.� �QL3A� �M�LOYk'fEt�� ����;SIDi�S: '�he Co+n����t�r sha��
co�ip��r wit� �u�rr�n� �i�� O�dit�ar�c� pr�kii�iti.ng �i���i.r�a.na�.ion
�.r� er�tpko�r��r�t ��a��i�e� .
c�--� c i �
Th� �o�tr�,��,a� shal�, gos� tk�� r���ired r������ ta �h�� ��fe�t
�t� the pr����� ��te� a�d, �.t h�s r�q��s�, ��,Y1 �� pro�rf d�d
assi�tar�ce b� t�i� Ci�.� o� F��� �art�'s ,Equ��. Lnip�.o�►men�
O�tic�r ,��o wiX� ��,fez� ��,z�y qua�.i���3 �pglfca�� #�� rn��r 'hav� �n
��.�e in hi.� o���.c� to �h� ��r��.xa����. P.�p�opr,�at� r��tic�s m��
�� acquir�d �r�rn �.he ����� �mgloyment O��ic���.
���-�.4 �xTHD�AW�L ��' I�i�D�Q�A�,�: A�tar a propos�l 1�as bee�
r�ad i�y �h� q�n�r it �anrivt b� �ri�t�d�awn-�1�y t�� �idder �r�ith�i�
�or���r-��rr� {4�l �.ays �f�e�r t�,� d��e oh �h�.ct� the �x�ap�os�l�
wer;� ��ene� . � ,
:s-
�3-�� . 5 A�;ARD �r �Ot��'R���: '�`t�� p��e� �ea���t�s t�� righ� to
wi��ho�.d�ina.i ��i�on �ii the p��p�s�1s ��� a re$s�ra�].e tir�e f
no� t� ����e�i fax�ty�f�,v� ��5} r�ays a�ter �he dat� of ap�n�ng
pro�osals ���td in r�� e�r��t y,r� 11 ��, aw� xd �� t�ad� ur�t i�, a���x`
�t�ves�igat�.or�s tt�v'e h��n ��d� as �o t�e �e�p�r���.bil��� �f th�
prvp�sed award��,
'1`h�' aw�rd of khe �ontrac�# .�� a� �,ward �� mad�, �iX7. be �.� th�
�.�rw�s� _�,t�d b��t respansi6�.e bi�3,de�, �
�`�Y� �,+�a�d o�E �he c�n�r�.c� sh��l n�� b�co�� �f��c�,�ve� ur��.�� �t��
�w�ner h�� �n�t� �'��d t�he Con���c�.v� � �r� t���ting o� �u�h �w���; .
��-�3_G ��;T�3�L?+� oF �RoposAL �E�C�RrT��s: �1� so�n a� ��oposec�
p c� �.ata�.s h��� �een ���,�rrr�i�r�e� ��� ��mpa���crn �� bid�, t�t�
�wn�� rne�y r�t �t�� dis��eti�fl r r��urn �he pra�vs�Z s�curf �y
wh�ch a�coran�ar��ec7 tt�� pr���sais �rt�fc�xr in iir �udgm�n�f wot�I�
r�o� b� c�t�side�ed f��x� ��e a����. -��,� ��,h�� prop�sal
�ecu�ities, usua��.�F th�s� of th� �l�r�a• Zo���t� �idder�, t�i.��' i�e
reta�.��d by tt�� ��+�ser ur�t�.� t�,e ��c�u�.r�d �ontra�� k�as be�r�
�xe�uted �nd bo�d ,��r�i�}�ed a�r _�he Ownex I�as o��e�w�.s�
di�pos�t� o�� �.hc 6id�� ���,er wh�ch �h�� tai].]. be' ��tuxn�r3 b� th�
�xty S�ar��a�r�. � .
�3-3 , 7 80�D5: �4i�� th� ex���,�ion a�t� d�1�v��� o� the �or���a�t
�]o�uments� th� ��r������,or s�a�l f�rnis� ��� �n�l f��,� wi�1� t�he
�w��r -in t�t��. amour�t� h�r�ir� re�ufx��c�, ��e f���c�wi.r�q_ �or���;
�, ]��1�1���t�3�ii�°�� HDN��. I�i goad a�c3 suff���.�r�t
f per�orm�t�c� bor�d in ar� am�t��� rio�. 1es s t� an 14 Q
�e��ez�t �f the amor��� �� �.�� �otxtx'a��� as ���r�d�r�c�d
by �}�� pr�pasa� ���u1�t�vn �r otk����tis�,
�'�ta�ant���t�g th� ���� ar�t� �ai�h�t�l ��€��u�ian a� ti�e
w��}t anc� p����rr�����e vf t�� c�r�t���t, �nd �ar �he
prot�cti.�� o� t�he Owr,�� ar�d al� ot�i�r p��s��xs
��ainst c�amag� by ��a.son of� n�r�lig�t�c� af �h�
��r���ac�or t or im�r�ap�r ��e�u�ion of t�e worI� �r
�h� trs� af in��ra.ax' ma��x��a�.s. �t�fs p��f��r��r��e
C3-3 f�)
�and �ha�� gu���n��� t�� pa�m�n� ��r a�� �a�orr
mate��a�s, �quigme��� su�p�i�s, ��d s��vices us�d
�n�th� �onst�u�t�on o� th� �o��, an� s�a�� ���ai�
�n ���I �orc� and e��e�� u��i� p��v�si�n� as �b�ve
��i�u�a��� are ��comp��s��8 arid���na� g����nt•��
�ade on th� ��o��ct �� th� C���.
1a. 3+iAZ�3��h�A��E �O�TD: �i t��Gd, and suff�.��ent
rn�t��t�en�n�� bo��r �.n the a�a�.n�. o� nat� �.ess �han
�0� p���;�n� o� th� �tn���t o� `t�t� ,cor���ac�, ��
�vicier���d �1�� tt�� pxo��saJ. �a�ula��an or a�.�er+��s�,
g1���'an��ei�o� th� �rom�pt � �u7.k '�nd � ��,�t�h�u1
pe��o���r�ce o� �h� g�n�ra� gtx�.r�,�ty �rrh��h �.s _r�t
�or�h in �a��.gara�h �8-� .10 .
c. PA7�h�Et+7'I` BDN� : ��ood and �t���i��.��t �a.�m�nt bortd,
ir� an art�ou�� not ���s thari �DO ��rc�s�� �f t��
ar�a�r�t o� �.he aon�ra�t� �as� ��f�er�c�d b�r �he
�roposal �aY��l�t��on �� �th�r�a�.se+� �ua�an����n� the
prorr�pt f�uX� ar�d �a��hfu�' p�,�m��nt af a�3. ��ai.m�.n��
as d��ined �.r► I�rtic�.� ��.60, ��vi��d C��ri�. ��.2��utes
o� �'��c�,� r 1� 25 ��,� a�tiez�de-8 �� � Hous� ����.1 34Q -A�ts
�5�t� I���i�1a�.u��,, ���u��.x' �ess�.ort� 1��� f �*�����iv�
Ag�3.� �7 rt 1559 � ar��lf�x th� �atest v�rsi�n �hereo�,
' supp��inc� �.�.bo� ar�d m����ia�s "�r� t�h� ��os���tian ��
the wor�C providec3 �o� i� �.he �an��acL l�e�n�'
aar�s���af��d t�nr�er t��se �p�ci��.c�,�.��na. P�yrn�rrt
8ot�d sha17. ��ma��' �.r� forc� ur�til a11. ��ymar��� as
abo�.r� sti�u���.ecl ar� m�.d�. �,
�. Q'�H�R HO�D� : St��h ot�h�r b�rtd� �� m��r b� �equ�.r��,
- ]a� �h�se �os���a�t D��urn�nts shall 1�� �x��nis��d b�
th� Coz��rac��r.
�� su�e���e� wi17. �e acc�ptec� b�r t�� pw�er v�rhicl� a�e at tt��
���� ,�n ���au�� a� d���z�q��n� oz� an� bor�ds or wh�c� are
intex`es�.�d i� a�y ].it�ga�i.an ac���n�� the owriex . .A�.� bands
s���i b� m�de or� th� �o�ms €t��ni�l��d h� �.h� own�r and sha�� �be
exe�ut�� �ay an agpro�vec� et�����r cr��pany do�ng k�us�r�ess ir� �Y��-
��,�.�' �� F�r� ��r�h� T��a� t and which is� �cce�table �.a th�
�wn��. �n o�r��i� ta b� acaep�.able, �.1�� name of th� su�rety
�ha3.� b� in�luc��� on the c,u�rent� i3.S. ���asu�e�► �.�st of
ac��p��.�l� sure���� � anc� �he ar�aunt of �ar�� wr. it�et� b�r �ny �r�e
a��e�t���� ��rnpan� ��a�� r�c�� ��c���d tin� a�nouri� shown on t�h�
T�ea�su��r l�.s� f�� th�.t �orrk�aafl�. �a�h �on� shall �� psvpe���
e�€�out�d by k�otY� �he ��ntxacf�o� �nd 5ur�t�y �om�ar�y,
Shou].r� �ny �u��t� �n tk�� �ontrac� be d����m�.n�� u��saiis€�,cto��
a�. a�� �fr�� b�► tY�e ��rne�r� r����c� w��i b� g�.�rer� ti�� C�nt��actox
�o tin�t e��e�� ar�d th� �ont�act�o� shal3. �r�n�di.a�.el� pra�rxc�� �
��--3 � 3 )
n�w su��t� s�tisf���o�y �o the Own�r. 3�� �aymer�� t�,��.il �� •mad�
uz�d�� th� �ontr�c� ��til �i�� n�w s�,r�ty �r s���ti�s ��� -
�equ�.�ed� hav� c�u.�l.�.�i�ri and h�v.� b��n �,���pt�d ��r �he ��rr��r.
�'k�� cor,tr��t� sh��� �o� i�e �p��ati�re nor �w��13. any pa�rn�nts �e
due or pa.it� �xrt�f.� a�p�oval �� th� �a�xds by th� , O�rn�r.
��-3.� �X.E��T���b� QF �ONTR�4�x; ��it��,tt ten (J,01 da�s af�er �h�
Ow�e� has �� �p��og���,�� reso�uti.on ��� o�herwis� f�iw�,r�e�l �h�
a�n���c� * th� Cantr$�to�` aha�� �x�cut� �,r�d �f 1� wf�i� �tt� Qwr�er
the .��t�tract ar�8 such l�on�,� as m,�,�r #�e rec�u��'e�3 i.n tt�� Gor����ct
- � 1]OCLLr�i��l��. �
,� No contr���. sha�.1 b� bi.nd�nc� up�zt t�� aw��� untii �t has b�en
����at�d �y �he ����r ������a��R ap�roved �� t� �a�r�t ��d
������ty �y ihe ��.ty A��o�ney� and ��c�����d for t}�e O��er h�
_ �it�x�x' tha Mayor" ar ���y Mar��ge�. -
��-� . � �`I�I�CJRE TQ E�E�U'�E �ONT1���'�': �'he ��,�Ytt�C� �f tY��
Awa�d�e �o e��c�,�e the r�c�u��red� �onr� o�' �onds o� �o sign �h�
requ�r�c'!, cont���i w�.th�.n t�� {i0} c���►s af��r tin� ca���ac� �is
�,�+�rd��, shal� b� ct�tt��.der�c� �y t}�e O�rri�r �,� an ��andonm�z�� ��
ksis -��oposai.� anr3 tl�e ��►*ne� -ma� �n�t��. �h� Aw�rd. �� x�eason �f
t�� u.ncertaf�t�r vf ,�k�� m�rke� �z�c�s a� rnat���,��, and l�,�p� �
�xnd- i.� [��inr�, ����ac�S.�a�l� ar�d d�.���.c�l� �� a���ura��l.y
�e���min� �h� ar�tount o� damages _-�ccts�#.itg t�o� �he• ��t�,�� ��r
r�asort �sf �a�d awardee'� f�i�u�re �o exe��t�� said k�onc�s �,r�d
cortt�ac�. w�.thin �er� (�� �•days, t�� propos�� �ecurf t�r
���om�at��rir�g �he pro��,sal sl�all �� t�he at�r��� ar�vxtr�� oi
damages whi�� Own�r wr��3, suffe� b� �eason o� st��h �ai.��r� �r�
th� pa�� o� �he ��ra�rd�e �n� �i�al� the�eugon �mmer�xat��1� b�
f�r�e�.tec� to t�e Owr���. �
�`h� f�.].it�c� �a� a pt'�posal wi].]. b� car��id�r�� �� an accept�an��
r�� ��i�s- +p�ovz��.ort� b� th� �ii�tie�. •
��� � ��0 8����t���]� �,"OR�{: The �or��ra�t��� s�a11 no� c��nmenc��
t�orlc utn�il. au�hor�.�ed� �t� �ritir�c� �o do� so b� tin� Ovrn�r.
�h�ulc� �:i�� �o�tt����.�� ��,�� to �omr�en�� �tox`�[ at ��e si�e of t�h�
p�o�ec� w,���i�n �he tim� s���tr].�,ted f� ��� �rri��t�r��
�ut��r�����a�a usua�l�{ terme�� �he "Wa�k �rd�r" o� "�rc�c��d
o�ci��"r ��. ��� agr�ed tt�a� tk�� 5u��t�r �omg�,r�y w�.�.l� t+xithin t�t�
{ �0 � d�.�►�s ���.ea� ih� commenc�rn�nt� d,��� set �ox�.� �.n �st�ch
vr�i���r� auth�ri.�at�an� c�rr�r�ten�� �.he ph�rs�.ca� e�ce�ut�en a� 'the
��n�rac�*
C3-3�1� Z��CJ�tAN�E: �'he �ontx�.�to� �ha�.l �iot �o�e��� wo�k
�x�d�� �inis �or������ �txtil he i�as o�t�in��, al� th� inaurar���
r�qu�.��d �r�de� th,e �on�r�,�t� ❑t��u�en��t �nc� �u�h �ns�trar�c� t�as
been ap�rot��d b� �he Dwr�er. T�i� p�im� ���rtra�tor s�ia7,X ��
�espan� �.4��.e �ar d��.ive�ing to ��e Owner th� s�sb�can�ra�t���s'
C3-3 t� )
c�zti���ate o� i��ura��e ��r a�prava�. �he �r�me c����a��a�
s���l i�dic�t� o� th� c�rtifi�a�e o� i�su�an�� �n���d�d �n �he
do�u��nts ��r. execu�ion �he��e� or no� his ��suranc� �o��rs
sub�c�n��a��o�s.� ��.�s ��e i����t��n of �he�0���� t�a� �h�
i�s�rance �ov ���ge re�uir�� herein�shall i��lude the ��verag�
of a�I �ub-�on�ra��o�s.
�. ���P�N����Q� ZNS������: Trie ����r�c��� s�a��
�ainta��r du���g th� ��fe o� �h�s �an��actx
��rl�er�' �omg�r�sat�on Y��u�an�� .o� .a�7. _o£ his
er€x��.��►e�s tv b� �nqag�d ifl -,�,or]c,. �on : th���_pra�ec�
�xnde� tk��s �o�x��a��.f ar�d �ar •a1� su�-�c�n���xctars.
zn ��s� any ��.�aa a� en�glo�►e�s"�ng�g'�d'it� �azardou�
w��k on �Yz� �xv����t under. thx� con���et-i$ not
px`�te�ted und�r �.�,� Wn�kex�' Corr�p��x,��ti�n S�a�ut�,
�h� �oz���a��.�� sha�.� ��rovide ad�qu�te �mp�.o�er' s
�en�ra]. ��.�.bili.�}► �t�s�,�r�.r��� ,�or th� pratect�on� �f
�uc1� o� h�.s �mp�o�e�s ��t s� pro��ct�ed,. , _ , ..
b. CO���t�Ff��!'��V� ���E��L �,���I���'�C �I��URFk�C�: ��'l7�
Cont�ac�.ax` shaX� �ar��ure, and sh��.�. �rn�ir�ta�r� �dur�rig
' tl�e 1.a.�� o� ��is cortt��.�� �at�tr�.��or's
�om�rehe�r�s�.v�, Genezal �,fabi3.�.'��► �r�surance (�u�1.��
�,�,ab3.l�t�r ��d Prog,��t� 37�rnage Ir�surar��e) -in �az�
- ' �.�nov,rt�. r►��'��sa than $��U f��0 cave�rin�• �a�h�
� �c�u�x�n�e on ac�ount� o� �odi�.y i��u��, �.r�c�u��.ng
d�aih , ar�d in a� amou t�t t�o� �. �s s�h�, r� � 5 0 0 r 0 0�
���re�ing ea�h occurx�n�� on ac�ou�t� o� prop�r��
damag� with $ � � �4� � �Q� �mk���1��, pol.icy �vve��.g�.
c. 1��17Z"��Q�I,�,L L�A��L�T�� �he �oM�]���to� sh�,��
�Eu�nkah ins�ra�ce a����parat� po7.�.c��s or ��r
addit�.ona� end�r�er��nt to one o� ��,�
� a�ove-rr��s��.zon�� g�1.ic f es F�.r�r� in �h� at�our►t as �e�.
�orth �o� put�l.�.� x�abx�.it� ar�� prope�t�r d.ar�t2�c�e f���
�al�ovr�.ng ineurarta�: '
x. ��ntinger►� Lia�il.xt�t ���tr��s �ert��ai._
� �ont�actor's ��abx�it� �or acts ��
sr�k��contr�c�or� � .
�. Blastin� � Pri.o� �o an� blast�ng be��ri� dane.
3. ���1ap�e o� k�u�ld'zngs or stru���res ac��ac�nt
t� ��ccava���n ��� ��cavatiorxs are �o be
���orrn�d ad�ace�t� to ��tt��? . '
�. F]ar:lage ta t�t�d���ra�n� ttti3.�.t�.�s �or $�D�����*
��=3 (5)
�. Bui�.der R s ri�#� (�rhe�� �have}qraund �truc�u�es
� . �r� i�vo�v.edj, �
5. Contra����,1 �,�a��.lity (cotr�,rs a��, -.
inc�er�ti�£�c�tian �req�i���t�rtts o� �on��ac� � .
0
d. AL3'.L'o1ySOS�Z,� TN�T�i�A}+I�� -- H013I�3� SN,�Uf�Y AND ��oP�"R'�'Y
�Al�iA��: �h� ��r�tra�tgr st��,].]. pr��u�� ��td m�f�t�ain�
, d�xri�,g th� ���� a� �h�.� C�tttr��t�t �a�ip�ehens��r� �
'-. l�t�tom���..�� Liab���,ty ,it��ura�,c� in �n �,inau�t not
''' ].e�s t�a� ��5���0� �o� ir�j�x�.�s ��c�ud�,n�
"� a�cider�ta� d��,t�h to any c�n� p�rs�n �r�d ������t to
. �he sam� l�mit� �o� each persan ar� �rn�un� r��t ���s
th�n $50� f�p0 ot� a�cc�unt af ar�� �,ecf d�t� ar�d
automo��Ie progert�► dazn�,ge �nsuzar��e �.n �,t� amouz�� �
�a ��.��s t�han. $�.0 D f 0�� �
. ,
,�. ' BCQ�� 0�' Iiw�'rLl'�tAi��$ AI�]D �PE��AI, HA?,�FlI3: 3`he
- �ns�rar�c� r�quir�� unc3�x� �h� �b�ve �ar�,graphs ahai�
' ��cot��,�,e a��c��,a�� px�ot�ctivn far �t�e �or��x'ac�o� ��d
hi� sub--cont�ractaae�� r�sgeatit���yf agains� damac��
c1�,�.ms whi.�k� may �ri.se �r�m opera���r�s v.nd�r �Y�ia
c�n��ac�, whether �uch op����ior�s �� b� �h� 3.ns�tred .
- or, b�� any��a dir�c��y or �.�td��ec��.y arr��lo��� �y
� himt ���d also ava�rts� any �� �h� ��o1low�t�c� spec���
� h�xa��s whi.�h ma�r h� �nc��nte�'�d itt �.t�� p�: fr�rr�a�rce
o� t�e Co�t��ac�. .
�
�. �'R���' Q�` �,����A�E OF TN�L3RA�C�:. Th� �ot�tr�,��or
shaX� furnash t��h� Qcan�k �t�it�h �at�i:�£��ctory pro�f o�
�a�rex`age }�y fr�su�afl�� �egu�r�t� �n L-.h�se C�n���,��
- � D�cum�r��s in �r�to�rtts �r�d �y �ar�i�rs sat�.��ac�ary
to �he Owner . { �ampxe a�t��he�,. ) ,t��.�, �r���r�n��
� r�c���.�em�n�.s rnade upo�n ��� ��n�r����� shal� ��p1�r
to �k�� sub-�o�n�r.a�tar, shau�d �he ���.r��
�ontra���s�ts in�u�ran�� n�t �a�cre� the
�u�-c�n�ra��o�'� w��Jc op�ra�ians.
�. IsOCA� �i��I�'i' k`�}R ��SUI�Ai+��E ��v'D BOA]D��G : - "��e
fr�s��a�r�c� �nd b�nd�.�g cor���n�e� w�.th whain� �h�
��r���ac��,�rs �r������tc� and p�x'�orirr�,nce� g�y��n�,
r�aa�r�ter�ar��e. �,n,d a��. s�a��i c���e� �ands a�e wr�tt��i
sha�.� be r�p��s�tt�ed �� an �g��t o� a���nt� ha��ny
ar� �f�ic� locat�d �ri,�h�n �h� �it� Y�rtf �� of �h�
. �3--� � 6 )
���� ot F��t Wo��h, ��rr��t �ouaty� �exas. ���h
su�h ag�nt sY�a7.7, k�� a du�.� qual�.�ie�, ��t�� up��rt wh��`�
s�rv��� a� ��a��s� may be ha�, �.r��. mu�� hav�-
au��orx�� �,nd po�e� t� ac� on �ehal� o� �tt�
insu��n�e ar���o� �ond��� ��mpax��r to x��g���a�� �at�d
s�tt�.� ��.t� th� �f �y o� Fort Wo�t�i � or ar��r o��� �
�1�iimant� �n� c1.ai,ms ,that� �he ���� o� Fo�� Wox'tk� o�r
o�he�c c�aitn�nt or an� �rop�r�� o�rnear �rt�o has b��en
damaged, tr�a� hat�� �c�a�nst t�� ���t�rac�ort
ins�r�,r�c�, a�d�or bc�ndin� �om�an�. �f �t�e �.o��.�
�nsuran�� r�pr�a�nta��.�xe is no�. so: e�pow�xe� ia�+ ���
�nsura��e or bond�.nq car�ganie� {��.hen ,•su�h au�.h�� i.�}�
mus� �� vest�c� i.n a�.oc�,� aget�t ,o� �].�i�t� o��ic�r
resid�txg �.n th� Met��op�.�x� �.he �'o�t �i[ox�l�-I�all�,e
ar��. TY�� n�me of ��i� ag�nt o� �c��nt� �ha].� be se�
�o��h or� a�i o� such bonds ar�d c�r�i�i�ate� of
�.nsu�ar�ce. .
��-�. �2 �O��R���'OR' � O'�T���Afi�ONS: C7nd�r ��►� Contra�t� �l�e
�ont�r�ctor shaL� pay tor �,1.1 ���erials t�.abor and se�r�i.�e�
tah�r� c�u�. , - ,
�3-3.1.� WEEKL� PAY�tO�L: � c�rt�.��ed co��r o� e�c� �a�r�o].�
�ov���nc� g�.�m�nt, o� wac�es,� ta; a�.7.� gars�z� er,gaged iri wor� oa �he
pr��e�� a� �h� si�e �� ��i�, px'oj�c,t sk�a�.� �b� �u�r���h�d .to tha
��r�e�'"s �e�re��nt��.�.t�� �+r��h�n �ev�n C7 } day� a�tet' ti�� ��o��
of each p�y�o1�. p���od. ��opy �� ca��.e� �f tYte �.�p�icab�e
rnini,rr�ur�t wag� �at�� �,s s�t ��rt� �n the �on����� Aoct�,mer�ts
��a�i be k�pt gast�ed in a��nsp�cu�u� �i��� a�. the �i�e �f the
��ro��c� at a�.� �i.�nes during �he c�u,�se of the �on��a��.
Co��.�� �� th� wag� rat��s w�.1.1 t�� furt��.sh�d tt�e �ontra�to�r f]�y
�he Owr��r� h�w�v��, ��stit�� and ���tectia� �f th� wage ra�.�s
�hall �� �h� r��pot�s��i�i.t� oi th� ��ntzactor.
�.
���3.3.4 �Q�'����'�A�'S ��1�"I`I�AC'� ��t��l�Z��'�1��Q�S: Is►n� Cvr�t��ct��r
wt��ther a��r�on, per�ons� pa�rtn�.rsi�#.�, compat�y� firrn�
a��oci.at�.or�� co��ora�.i�r, or. c��.Y,e�c w�c� �� appraved �� do
�u.sin��� ��t�h �nd entex� int�� a� ��r►�.ra�� with t}�e Cit� �or
�onstrx�ctiar� o� wa�.e� ar►dfor �anit��r�► set��� fa��.��t�.��, �i�.l
hav� �r at�a�� �s�abl�sh a �u1iy ��er�t��,r�a� i�us��nese ���ic�
wi�hi.n �h� �`a�'� �o���-D�l.�a� metropo�i.�an �x�a. Th�
�antra��.or aha�1Z ����g�r ��l.��at�� o�r �.ssign th�� af£��e �o�
h� �nay delegat� hi� �ro���t Supe��r�t�r�d�nt} with ���7.
author�.'�� to '��a�sa�t al� au�x.nas� a�t��n� �e���red i� th�
�er�orrn�nce v� �.Y�e �ontra��.. This �a��.� au�h�r�t� ,�h��1 be
rnad� r�sponsik��e t� a�t �or �he �ontra�tvr �.n a].k ma�t�rs
�er�ain�.ng to tt�e wozl� s�������d �� th� �o���act �th��h�r z� �e
adtt�in�.s�rat�ve a� o�k�erwi�� a�td a� ��cY� s�a].� �e �mp�����d �
th�us deleg���d and. d�.�e��e�R ta s���le �13. Ir��,t��a.a3.r ��bor o�
o�[��r e�p�r�d�turesr ���. c1a�.ms agains� ��e ��x'k o� �n� o�h��
�3�3 i7�
mat��� �sso�i���d su�� as ��i�t�ini�g adeq�at� a�� �PP��P�i�te
��su�a�ce ��. secur�t� cov�ra�� for th�
a�t�p��,ty ��r �dmini����t�o�x o� t�e� wo��€�urt��r �1�e o���et
��al� b� r�ai����n�d un��]. a�Z b�s�n�sa trar��a�t,�i��s e�C�cu�ed
�s par� af �h� ���,kr�c� .�r� can�pxete.
Sho�l� �.�i� �on�r�,ct�r's pr�,�nc�.pal ba�� �f o������o�� �e a��er
t�Y�� �r� ��� �'a�� ���th—I3a1�a� me�ropo��it�tt ����., . z�a�t�.�i.���i�n
of •th� Contr�ctor's �ssic�n�n�rt� o� t�aa� aut�o�it� sh��.� ��
ma�e. �.n writit�� �o ��e ��g�����- in advar��e o� a�ny w��k �� th�
pr��e��, ��1 a��rapr�.��e�� �igned at�d s��l��r as app��c�b��,
��' -`�h� �an�r����t�s �esp�n�i�1e of�i��r� wi�h tY�e
und�xst�nt�i,nc� that �}��s wra.�t�n a�s�g���n�, o� au�}�or���, �� a
�ocaZ x�pres�n��.tiva st�alx k���o�� pa��, of the pra��et �on���c�
�� �hough bout�d d�r�ctl�+ �,��� �,h� p�o��ct docr���ttts. ���
�n��r�� a� t����e z��qtii��r��r��s is .��hat �,�.� t�a��ex'e a�sociat�r3
wi.�h �he ��ntx�a�t�,�'s ,adr�i���trat�on# v�he��i�� i� t�� ari.�nt�d
in �t�r�he�i�,g �h� wo�'k, or ��he�, b� gov�rr��� r����et �
�uthar�,ty. ��xs �ar�e requ�.r�m�nt �s i.m��s�d or� i�sur� � ��nd
�u�e.t� �a�rer�g�. Shouhd t�� �ant�ra��or'� ��c�,S. r��r�s�n�ati�a
�ai2 t�o p�xfo�rt� to tk�� saf�s�ac��.on �o� �;�git�e�rf th� Enc�ir���z,
at .i��.� so�� c�isar��i��� m�� de�and th�� suct� �.o��l
�r�pr�s�r�t�,tiv� be r�p�a�e� aR8 �}�� �n���n�er r�na�r �t his so��
d.�scr�tior��, st�p ,a3.1 �orl� .un��.� � n��+ �.oca�. �u���x'f��r
sgt.is�actor� �o t�� �ng�.s���x` f� �ss�.c�txed. �I� c��d�.� of
v,�orkir�g ti�e y��,I� �e �or pez i�ds �.r� wh�c� �rark ��c�pg�9�� �re
�r� e��ect €or ti�.i� �e�son, .
C3�3» �� �rE�II�: V�nue of aMy �.c��,o� ��r�i�ur�d�r sha�� b�
e�cclus.�v��y in Ta���nt �ount�f T�x�,s.
C3r3 {�)
�Ai�`� � - �E�IERAL COt��3��'��N'�
�4-� � ��OP� 0�' ���I{
5����Ot� ���� S��P� Q�' WORK
�+�-� .3. Zt�T�N� (��'` C����A�� D��F��SE1�T'i`S: ' �t �� ��e d�£�.r�it�
�,r��.�rit�.or� �� ti�e�e ���t�a�t Dacur��in�s to :gx-�vide ��r a .
��mp].��e, ��e�u� pr��e�t wh��h tk�� �ar���ac�o�r-�un.����a��� to
�ons�ru�� ar �urr��.sh f all �n �u�.� �omp3,��.ar�c� �•W�.�h --.ti�e
raqu�.�em�r��s an8 itr�ent o� th� �or��rac�_D�cum�n��.- .�t �s
d��in�.t�e�y u�c�exs�oo� �ha� th� con�aea�tor sh�7.1. da� a�.k� �ra�}c as
���vid�d tor i.r� ��xe �on��ea�t Docu,���x�s, �h�.].�. d� a11 -��c��ca ar
s��c��.� warS� �� m�y be �onsid.���� �� �h� �wr��r -a� �e����ar� to
c�m�Iet� the p�ra���� �n a sat�.���.��ary ar►d acce�a�.ab�� manr��r.
�h� �or����cto� shal�., ur���s� o�.k��rw�s� s���i�ic�.�,JLy_,�t�.��d in
th�s� ��ntrac� Docutr��t��.s� �urni,sh €�Z1 �ai�o�.�'-.taolsr.•ma�e�'a.��.sF
ma�hin�ar� r equi.pment� � s��c�.a�. services �-,.�rxd ,in��f��enta�s
r��c�ssar� to �i�� pros�cuti.o�, an�1 oor��l��.ion o� ��� praject.
�4-4.� ����zF�� �1�O�fIs���S: Shoul�l �n� �ro�k_o� �onditfor��
wh�.�h are �n��. �ho�rau�hl� �,nd sat�.sfa�t���.1� st�.pt���a�ed� ��
cc�t,r�r�3 �by� ��n�ra3. �r ��p�c�a�. •�ot�d�i�tio�s of �h�s�� Contxa��
��oc�r�t���� �e� �nt�,��L��tet�� o� shotx�d tt���� be an� �,dd�t�.��r�a1
p�opo�ec3 wo�r}c whi�ki is �nvt �ov�x�d, b�r th�s� .�o�ntra�t�
l�o�um�n�.a, ��ien "S�e���7. 1��eo�i�i�r��n coveri.n� a�� �uch wo�k
wf 11 b� ���pa��d b�r th� Owr��� p��vious �o �he tfine �£
r�c��v�.t�c� ��d� o� ��op�sal� �or suah wa�3� -arxd �urnf.����1 t� the .
I�ic�,��� ��x th�� �orrr� o� �dd�3�d�,. A].1 s��h n�p��ia� �ro�'�sioxxs`�
shal�. b� �or��ic��rec� �a be a��,�ct o� �.h� �ot�t�ac� �ocu�n�r�ts
ju�t as ��au�h t���y we�� aric��.naZ�y wr����n th��r�in.
[.'�^�. � •���.'��'i�,�'�''r� Q� D�'�,"R�''�►�'�'*� Q��i�'�.'��'��$: �r3B �5��3�� t��$�i��S
th� r�ght �.o a�.��r �.�� c��x�ntit�ie� of the vr��1� ta k�e �e��o�rx��d
o� 'ta ex��nd a� �hor�.en �t�e �mprav��t�n�s at an�r tim� �he� and
�s foun� �o be n��essar�x an� tt�e Cantrac�or Bha13. ��r�orr� �h�
wox�}c as �al.terec�� �r��re�secl or �ecreaae�� a� ��e unit p�����.
Su�h �n��r�as�d �� d�c�e�sed quan��.t�y sk�a�� not b� �no�� t�att ��
��ra�nt af �h� �ar�t�r�pla�ec� c�,u,ar�t�t�r o� e�tch �.�am �r ��ems.
�Phet� su�� chan��s �n�rease or dec��ase t�� orig�na�. quan�.�.��r
of an�' ��em or �.��r�� of �vo�k to b� �or�� or r�at�ri��� t� b�
fu�r��she� �y �h� �5 percer�t �� r�ore� i��r� ����e�e par�y �o th�
ovr��ract s?�al]. uport' �ri.�.t�� req�,�st �� �.Y�e ��he� �art�y ��
e�r�.it�ed �o � r�v�.�e� ��n�id�xa��an ug�r� �h�t por��or, o� �he
warlc at�ov� a� �elow th� �� pex�c�nt of �.he o�igi.na� �uanti��r
stated �n th� p�oposalt su�h �ev��ec� cons�r�e�a�.�o� �� �e
��terr�i,ned b�r sp���a� ag�ee�n�nt o� as h��ein��t�r pxo�id�d ���
�'���.�a �ork. " �c� ��.�.owan�� ��,11 �� m�de �o� an� change� �n
�,t�t��i.�at�d n�'�fi�s nor sha�� ���h chat�ge� be con��d��ec� ��
C4-4 ���
�a�vi�g �r �n�al�dat�n� an� co����ion� or pr�v��io�s �� �h�
�o�t�ac � D�cumen��, . �
Varia��.ot�s �,n q�tant�tie� �� s��it��r�r. s�wrer ���� , i�ri d�pth
cat�g��i��, sha].l b� ir�t���re�ed k��r�fn �,� ap��.�ing t�' �.h�
ov��a�.L qua�t�t�e� or s���t�ry, sew�� ��p� �,� ��ci� gfp� s�z�,
b�t rso� t,� th� rrariou$ ���th �at�g�ri��� .
� 4-.'� •� ���'��t,A'��0� QF C01��'RACT I���L1M�t�'�S: By �}�ar�q� Ord�� ��h�
�wr��� r�sez�re�s tt�� ��.g��� �o rnak� such� ��hanges ir� the �ont�a��
� �a��xrtter�ts �,t�d in th� chara��e� o� q��,��i�,��� o� �he w�r�k �,$
�may�-b� necess�r� or d�s�x'a��.� �� i.r��u�� �omp�.etian in kh� mos�
- s�.�is�act�o�c} mar�r�er� provic3ed su�h ch�t�ge� d� no� m����i�.�l�
+�}.��� �h� o�ig�r�a� �ontr��� ���u�ents or �ha�ge �}�a g�n�t�a1
x�at�r� of �h� paro���� a� ��t����. �uch �hang�� shalZ na� b�
;'' c�r�sici��ed �as waiving �� invalxda��nc� an� cont��tion o�r
" �ravi s � o� �� th� �c�n�r�,c t Do�um�t��s , .
•��
�A--��, 5��C��A �r#OF2i�: Ad�,i�i.�t��� work m�de ��ces�ar� b� chanq$s
�t�d�alt�r�t,i�ns �f �h� �os���ac� �]oc�rnen�� "a� af�� quar��.�.�i�a �r
�o� �.���r ��a�on� �or whi�h r�v p�i�es ar� p��vid�d in t�e
�����act ���u��htst si��1� be d��i�e� �s �'Extra i�Qa�k"� and siY�li
be p��'t�rrn�d k�}� ���� Cor���a��or- ir� ���o�rc�anc� x,+��k� ��e�e
��r�tr��t, D����et��e or �pprov�d a.dditi.ons 't?n��eto; pr��r,ided,
ho�r�v�r, that l��e��re ar��r �x�x�a ���lc is be�ut� �"Ci��r�ge �rdar,�
sha�l b� ��c�cu�eci ��: wr��te� ard�x� i�sued by �h�' �wner �a ��
�3�e �ra�k �or �a��n�s �� cred�,�� as sha1� k�� d�terrr�tn�d� by on�
❑r �t��r� ao�n�in�t9,�r� o� t�,� ���,�.awing m�t�oda� .
�. L7n3.t ��d gri.�e ��evi�usl� �.gg�otred.
� • -�n �,����8 Zu�p s ur� .
i
�. T�e �,c�u�,7. r���a�ab�e oo�� o� {� 1 �abnr f(�� r�n�a�.
�f eq�ipm�r�� us�c� 'on �h� ��c�ra wor}c �or t�� �t�r�� so
used �,� A��a�ia��d G�r��ra�. �ontr���ars o� �rnetf��
cu��en� �q�xp�n�n� ��nt2��. r�,�es; f 3 � ��tex'��ls
'er��cri.n� per��,nen��.�r �.��,o t,he �a�oj��t, ���d {�}
_ �ctu�,l co�t of �n��ran�e, bonds r and so�ia�.
- s�cu�i�� as de�.��,�fr�ed t�y� tt�� �wn�r, p].us a�i�c�d
��� t� be �,gr��d ugt�r� ��t no� �o e�cc�ed 1.Q� of the
actu�� �o��. �� suck� �xtra v,+��k. T�i� �ixed ��� is
r�c�� �o inclu�� �n� at�ditiona� p�o�it to ���
�ar���'a��or for �et�tal of e�uigmer��. owne� by hir� anr3
u�er� €�x� �he e��r� w�rk. ��� f�� sh�,l� �� ��1]. anc�
��x��1��e car��ee�sa��.o� to ��v�x th� ��s� �f
�u���i,r�t��d�.r��e, o�rerh�ad, �th�� pr��it, g�r��x�al
ar�d a11 ���er exp�r�se r�o� �nc�.uded in (I?� ����
{ � ? � ar�d � 4 } aba�re. �`t�� �t�r�t��cto� sh��� }�ee�P
a���,r�t� ��s� re�ard� �n t�he £ar¢� at�d 3.r� th� tne'��ad
C4-4 (2?
�u�qest�� �� �h� ���e�� and ��al� giv� the D�ne�
a�ces� to a�� �ccou�ts, bil�sa ��u�h��sr a�d
�e�ords rel�tin�.,�� the E���a �or�. � �
�o �����g� ��d�� � � ���ch a� the �ontra ti g part�.e���s b�en . -
ap�rov�d an� sia��� y
�o clairn ��r �s�tra �ork of a�na�ind �� �ca�e �n� ord�r���r
oxci��e� �,n wr�t�ng �y �he O
��n s�r�tc t��z�s r e�the� �ra� or wz i��et� f a�p�ea� •to ��th� _.�on�.�act��r
to ir��rol�� Extra' #�ork �o� �rhick� -h����.��.o�.�.d .�r.�.��e�.�v�
�ompen��,tio�, he sh�l� rnak� v�rYtter� �eequ�s�. ,�to .th� .���ine�er
�o� w��tten o�'d�ra �.u�h��iz�ri'g such E��ra� V�a�k� p���r �o
b�g�nn#�r►� su�h wor3c.
Sin��].c� a c�i����er��� a�c��e �� to wha.t �o�$ or doe� r�ot
��n��.itute �x��`a i+�ar}c f a� as �o th� p�.y�e�� �h�xeof {.�txd tt�e
�ngx����c iasi.sts upon it�s perform��r��F �]tie �on�rac�or s�a1�.
p�o�eed w�.�h �t�� w'�rk a.���� rnak�.rt� r,��it�e� r�qu�s� £�x �w�'�tte�x
a��e�� and sha�7. l���p an accu�at�� accaut�� a� t�h� .ac�u�� �
�rea$or�al�l� �ost� ��er�o� �,s gx�vi.ded und��e metho� (���m �� .
��,aim� ��� �xtr� wo�3c wi.�� �to� be pa�d u��es� ��e �on��actor
��a�,�„ . ���.e his ��.ai.�n w�.th �he � Dwn�r w�. �h 3,n � iv� ( 5 } c�a��
� - b����cr�.� �h'e ��me ��� ma]��.�� �.1�� �i�st e��ima�� aft�� su�l�" +�tor�
� • f� �o� r� �and���r#.f� ���pay�c�].1� �cove��ng���1�1,�ba��and
vouch�
r�a��r�a�.s ��c��z�d�d u�oz� �he sa#.d. ���ra Y�o�}c.
'�'h� �ontr�cto� �ha�-� �u�n�,ph �h� �wner s��� �n�t�lx�t�.�r�
x��ox�d� �� ��� �s �ar y� t��er�a.b].e t�e lOw��x' �ta�pr pa�� ���r
a � m a �r
p��rnanen� �r��o�� a�or�e�te� set n� p]-a�� s���ittq �h� act�ta
�r�st�7.l.�txox� . � .
'T'h� oorn��rt�ation a�reed upor� �or ' e�tra v,for�# wh��1�e� o� r�o�.
i�t�iti.���� b�r a��chang� orc'3.e�' �ha�.7. i�e a'�ul�t c�r�xp���e and
f�na7, payrnen� �ox a}.1 �o�t�s Cantr��to� in��rs a� a resu�.�. �r
arola�in� �� �.�ie ch�n�� or e��r� wcrrk.� wh��he� sa�3 �i�� uc�ir�g
�r�own� ur�kt�own, �oresa�n o� ur��orese�n �a� �hai tfm��r
w�.�.ho�� �.im��at�,or�� an� costs �o� �e3�ay, �xt�r��ed o��r��ad.
�ipp].� or �mpac� caat� or an�r o�h�r e����t art �har�g�d o�
�xn�han�ed w�rk a� a r��ult o� �he �hang� oz ��ctra vxo�k.
C4-�4.6� S��I�DC]'L� D�' OP��A�'rOk��: ���or� co�nt�enc�ng an� �t���
und�r �.h�s �on����i f ti�e ��n�txact�r ��a�.l s�tbrnit to �.he o�tr�er
�,�zd �e�ei.�ra th� Owr��r � s ap�rova� th�r�o�. a"�c�ie�iul� o�
��� r a� i o n s f" � I� owin g b� a��ra�c�ht 1�.ne mett�od �.in� �ai� of�
c�mm�nc��g a�� eis�al��b��al�o�s�ov�r� tk�e�estirnated��nonth3.y
cor��xact. Th��
cost o� �rro�k �ax �t3��.�� �sta.mat�e� �r� �o �� ��cpe��.ed. �h��e
���q� {� }
sh�ll � e preeen�e� a��� a�omposite g�a�h sh���ng t�e
$n��ci�ated �rogr�se of c��s�ru��io� w�th ��� �i�e b�i�g
p���t�� �i��i�o��a��� and ��� ��r�entag� o� aom�l���o� p�a�ted
vert�ca�x�, The ��ogr�s� �har�s ���11 �� ����ared��� �r�f�n �
��n e�e� t� a�� �t ��a�t �ive bi��k or b�ue �i�� p���t� �ha��
b� ��r��s��� to �he,Ow����
�4-4,7 �������5 ��HEDU�ES �0� ���E� A�D ��WE�'P���T
�'�l��v�"�'I��: ��thi« �en {lp} �a�rs ���.or t� su� z�i.ss�.or� a�E
�ix�st mantl��y �rogr�ss p�.�r����, �,�� �o�trac�o� sha��.
P�eP;�,�e �.nd s�xbm��. t� th� �wn�r �or a�p.�ova�. s��c �opf �s �� �
#.h� ��ch�c�u�.e it� �rh��h ��� �o�,t�a�tar prap�$�s to �ar��r �n
t�h� "work, �h� date o� wk�i�h Y�� wi�.�. ��a�� ��� sev�ra� rrta���
a�t��,vi��.es ��.r,��uc�i.�g pr�cu�em�r�t a� mat�����s� p�,�ns# �nd
ec�uipr�en�y al�d �he �antemp�.a��d d�tes ��r co�p�et�.ng t��
sam�. The sch�d�t�e shaJ.�. �a in th� �orm o� a tim� s����u��
�ri.ti��l p�,t,� ��t�od ���t�l r,e�work c��:agram. l�s t�,e �ar�C
�ro.gresses, the �anf�r�c�ar si��lY ���er oz� th� diag�ax� t�r�
�,ctuai progrc:�� $t �h� �nd af ���� �ar��aZ pa�m�nt gex�iod
ar �� su�h �,n����rals as $i��cted by th� En��nee�'. �'he
��ntrac�vr �h��1 also r�vi�� ��� sch��u�.e t� re����� �ny
�c�a�s�rn�n�� itt � �on�raci �i�ne approv�� i��r ti�e �ngir���r�
Tt���e ��pies �� the updatec� �ci���u].e� s�a�.� b� c��xi�r��ad ��, •
�u,ch i�nt���a�s as di�ec��t� l�y �h� �wA�� . • . .
A� a rr��nin,urr{t th� �on�trt���iatr schec�u,�e eh�li in�orp,�ra�e
a1], wc�rk e��men�s �nd ac��vi.���a �t�dic���d �t� �h� p�rop�e�,l
a�xd �n tne t�chr�ica�. sp��i��.�a��or�s .
Prkox �o th� f�.r��� dzaf��,n� of t,h� d�ta��,�� �o��;��uct�.��
�cher���e, tt�e �ontrac��� sha�,�. rev�.��t �he d�ra�� �c���u��
w�ti� the �ngin�er �o e�tsu�e th� �ont�a�t�a�"s uhdp�rs�2.�nd�ng
n� �he c�nt���,c��x�q�irarn�r���.
�h� �o��aw�.t�g guid��.{ne� sh��1 b� �.dher�r� �o �,�, p�ep��ing
t1�� �onstr�ct�.oe� �chedu].�: -
�. ��.J.e��one da��s and �i,�t�l pr��ec� compl�t%or�
da�e� sha�,l �� deve�o�ec� �o c�r�f�r� -�� �ir��
- �or���rai�n�s, sequ�n�,�r�g r��uix�r�ents ar�d
c��ple�.ivr� tit��. ,
�. T�e c�ns��u��3or� groc�ss ahal� h� d��i.��d f n�o
act��r�.ties wa.�� t�.me ��rat�.�ns a� ag��o�rim�t�3,�r
���xr te�n �{ 14 ? day� a�� cotts�r�ct�ot� v�.lraes no� to
�x�eed ��A,�O�. �abr���t�on� dalxv��ry �.�d
su�ami��a� a��tivit��� �r� e���pti�r�s �o �,��,a
g�id�l3�e. . .
���-� { 4 )
�' �. Dux�tian� ��a�� b� in ca�en�a� ���s an� riorm��'�
ha1�d��� �n� ��ath�r �o�diti�ns �v�� the �u��ti�n ,
_ � of the �or�t�act sha�J. l�e �c��un��d �o� with�n th�e
�urat�.�r� �� �ach ��t����y. • -
� ,
c�. One �r�t��a� p��h ��ia�1 be ehow'tt o�t �1��
construct•i�t� s�h�rlul.e. . � .
�. k'Xoat ti�e �.s �i�f �t��d as �1�� ar�aun� o� t�r�e
b��.+c,�eer� the �ar��.��t stax�� ;da�.e and��h� �at�st
���.rt dat�e a� a�ha�n a� aa���t'3.���.�� 'of'�the ���i
con�tru��i�n s.ched��e. ��.oa� ��.it�� •'is � r�ot�= �ar tk�e
ex�lus i.�t� use �r � ��z��f�t �f �ef�.her . �h� •�o�xtrac�or
�� t�� �w'tter. -
�. �'tiir�y' �lays sha1� �e used �or suhrrs�.t�.�,�. r�v�.��t - "
un�,es� o�ix�rwise �p��ifiec�. . �
�he c�ns�r�aa��.ot� s�h�du�� ��i���. as �. m�n-imurn k��-�ivid��
�n�� c�eneral. ��ategor�es a�s �z�c�ica�ed, ��t� �he P�eo�aaal." an�
���t�t�i��l 8peci��catians a�d eaah g�t��r�� •aa�����y sha7.�. k�e
���k�n �down �n�.� acti.vi.ti�s i.n ��o�gh ��tai.� to'ach�eve
activiti.es o� �,��r�xi�na�.��.y fau�et��n {��4 J d�.�s du�a�#��rt�. �
F�� � �aoh g�t����l -�a�.�g��y� ��e� �anstruct�ion sah�c3��� �h�i�.� �
id��t#.�� �.�.J. �x�d�s or �ui�c�n��'acts who�� work i�
��p�ese�te� b�► ac�i.�;�t��s tha�. �oJ.�ow th� c�ui��3.�,n�� a�
thx� 5�����n.
�`or each a� �Y�e tz�,c�es or �ub��n�rac�.s � t}�� c�r�st�uct�3.os�
s�h�du�e sha�.]. ind3.�a�.e �h� fo].Xaufng pzo�ur�men��t .
�at�st�rr�����n �z�d gr�����g�anc� a��iv��3.es ar�d e��z�t� 3.x� �
the3.r �.0����1 s��uen�� ��a� ec�ui���nt �nc� m��er�a�s.
i
1. Prepa�eat��.or� an� �.�ar�s�itt�al of s��m�t�.als.
�, �u�mitta�. ����i�vr pe��.oc�s.
3. Snap �a�r�ca�i.�� artd de3.ive�y.
�! . Erec��.or� or ��nsta�la�a.orr 6
�. �ra�smit�.a�. �� rnanu��.�t�re�' a ���ra�.i�n attd
�ai�t�ena�ce �.nstru��.�.�r�s.
�. �nsta3.�ed �qui�m��t� and rna��ria�s �e.s�ir�r�.
7. �w��r's ����atar in�tru��ion �i� a�p�f�a�1e),
�. F�n3� it�sp��tl�riy
�
�
��4-� ( 5 ?
�. �i�l��'�����1�� �L?S��.i3C�.
�.�. �"'3.3Xr�� 1Cl£�7�C��,OF1. .
, - .
��, in �h� �p�,n�,on �� ��� Ow���, �or}� ac�om�l���ed �al�s
��hi�� �.i��t sch�du�ed i th� ��n�ra��or �ha�� �ake �u�h
a�t�on �s n��ess€�r�r to �mpro�r� �,�� pr�gres�. �n adc�i,t�or��
th� :�wn�r �na� ���u��� th� �or�tr�c��� �o ����i,t a revi�e�,
, s�k�.��ule d�mons��ea���g h�.s grogzain �r�c� pto�ased plan �o
� �m�.3��,"�p �.ag in sch�du��c� ��oc}r�ss �nd �.o �r�su�� c�mp��ti�n
o� .�1�� wo�r� w�.t�i�n th� oontract� ��m�. �f �,�� O�r��� �fr�ds
• t�e-�a�co�as�� pl�� �,ot a���pt�b��, he ma�r requ�r� �h�
.. �ant�r��tor �o is���r�a�� th� ws��k �o�rc�r tk�� �or�st�ruc-��ot�
p�ars� and �qu��xm�r��, ���, num�ae� o� w�r3� shfft$� �� tt�e
_ ov�r��.me �g��a�#.ons w�.�hou� adda��.ott�,� ����, �� tt�e Ownc�r .
� F�i�,�t�x�e �f �i�� �or��.�act�or to ��m��y w,�th �k��se �equir�Fn�r�t�
sh���. b� can���,����, gr�unds �or �e���r�in�,tion by �he Dwn�r
� �ha� �h� ��n�rac�o� �,s �ai��t�g ta pro���u�.e th� w�r]� w���t
� su�h di�,is��nc� �,s w�.3� it��ttr� its corn��.���,a� with�r� tl��
� t�r��� s�ec�.f �ec�, .
n
a
n
C�-4 (�}
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F��T � - ����RA� �O�D��I��S
�5-� �0����� 0� WO��-���
�iA'� E � ���5
.
S�C`���� ��--� ���7.��0�. O� V�OftFC A��D MATEk�I�i,� �
�5-�.� �iiJ�H�k��TY OF �N���E��: "�13� �'or� s��ll. l�e pe�f�rma�, to
t�a �atis�a��ion o� ti�e E�nqineex �nd in �tr��t ca�pli.�nc� w�,�th
th� �or�trac� D�cu�n�nts. �� �ha�k ��ea�.d� �a��.' q�estior,s �h�,�h
ar�se a� t� �.he q�aa��t�► an3 �c��ptab�„3��t�y o� ma���ia1s
�u�rn�s�edt �rork pe��a�e���f x`�,t� �� ���og���ss�.��� th� -v�ork,.
o�te�a�.l. s�quer��e a� th� can�t�rt��tionr ��.��t�rpx�et�,��o� a� �.F►a
�arxtr�,�t �ocix�n�n�s, ac��ptab�e f�Ifi�.3m�rtt. a� �.he �on�rac�,
comp�nsatfont r�+�tua� �i.�Y�ta �e�w��n �on��r�.c�a� anc� ��tr��r ur�d��
�hes� �or��r��� ��curn�ntsr ��xp�x�iai�� o� �h� �rarkf �esum��i.on
o� op�rati.ons, �nd all oth�� q��stions �� di��u��s vrY���h ���►
a�i,�e. �Eng�r�eer v,r�Z� n�t� b� �e�pons-���.��.�o� �at��rac�.or+e•
m�an�� m��h�dst ���hniqu�sR s��uen��s o���r�a�dur-es���c
cozx�tru��fan, or th� sa��t� ����at�.�.�on ,and pro�ra�s fn��,d�r��
'�.hereto, anc� he w�l� t�ot �� ���pot�sib�e �o� ��t����ct�o�e#s
���a.��ure �.� p�r�arm th� wo��C in ac��rdan�� ��.th t��� ��ar��x�,ct
�.�aum��t�. _ -. � .
H� �ha�.�.� d�te�mir��� �he amouz�t a�d qu�.'�i.ty o� �h� wo'�`1��
comg].��ed at�d materia�s�furrt�,sh�df� and �is d�c�.�ions at�d
�sti,t��te� sY�a��, b� ��r�a�.. F��s �s�im��.�� �r� suwh ��r�r�t sI���3�
be a �ondit�.�n to t3�a �ra.�k�� o� �i�� �ant�ra���r �a� �e���.ve �ton��
c�u� h�frEt und�� �he ��nt�c��t. �h� Owne� sh�3X ha�e �x�aut�.�r�
au�horit� �.a. �n�ox`�� at�d tn�k� �����tiv� sx�ch t�ece�sa�e�
��cxsion� an�, vrde�s as �he �ot��r�ctor fa��.� to �arr� ou�
�rotnp�.X�. . .
�n �he �v�n�. o� an� c��.s�u�a lae�.we�r� �h� �ng�z�e�r and
��c�rttra�tar. �ver �he �����ior� o� th� Enc�ineeae on an� such
matte��F f.he Eng�����' must+ vr,��.�iit� ���a.sonabl� t�.m�{ upon
writter� �request o� �hc� �ar�tract���, rende� �.nd �,��iver �.o both
th�e Own�r 2�r►d �ant��eto� r a wr��t�en -�e�����n on the ma�tez •�rt
�oz�tro�rer��. � � � '
��-�. �. �o�i�'o���x'�Y �z��3 �I�A�s» ��� ��irti�sh�d ��o���t� i�x a�.l
�ases sha3.� ��nform with � l�n�� t grad�s � c��ss-�e�tions F
��. r� � sh r and a i�n�n� ion s�1n�wr� or� th� plans �r ar��► oth�r
rec�uir�m�nts o�h�rv�ise �esc�i�e� ��r� th� con�ra�� Do�umen�s.
A�y devia�ivn ��om the ap�ro�r�� �or���a�t bocur�ents �equired by
the �t�g�ne�r du��nc� �ar�s�a�uctior� vri�1 �n a�i ca��s b� �
�et�rr�in�d b� the �n��neer ar�� au�hor�aed �� �h� �wt�er b�
�i�an�e Orde�.
• � �5-5 { J. )
�
�5—�.3 �0�����ATTO� OF �D���A�� D�C�M��TS: ��e �on�rac�
�ocumen�s ar� m�de �p af �e�era�_s���iqns, �hi�h, tak�n
tag�thex`, a�re ir����,��d_ to descr�be a�c� provi.d� �o� ��o�pl,�te
ar�d use�uX pro��c�� ar�o� �n� �equfre�n�t�ts �x�pea���� �� a�� ��
�he s�ct�or�s is .as �ittd��� �.a t�hough it �c�t�rr�c� in ai].
, s�ctior�s. �� �as� oi di�arepar��i��sx ��.�.urer� d�r��r�siot� sh�.11
g'��r�rr� ov�� s�al�d d�.Fne.�,�ian�# ��a�s sh�l�. go�rern a�►ex�
spe�i.��catfons� �pe�i.�l. cor�diti��s sh��� �ov�r� " ��r�� c�ey���a�.
c��d�.�ions and et�,nc���ci �p����i�ati�ns, and qu�,�,titi�a �haw��
o� ;t�e ��.�ns si�s�.� �gav'e�n c�v�r ti�os� �h�wn �,� ��e p�a�os�,Z.
, �'#��_.r�on��,��t�x' e�iall ��t ��k� �d�ra�nt�g� o� an�r a�pa��n� ex'x�r
oa� otn#.��ior� �,n th� Cvr����,�t Docum�r�ts #�r�d th� �wr��� shal� b�
p�rrn��t�d �.� m�lce su�l� �o��ec�.i�n� or �.n�e�pret�tiot�s �s r��r
b� d,eert�ec� n�c�ssar�r fo� ti�� �ul��.].Lm��t a� t�e ir�t,�ri�. o� t�e
, C�t��r��t i��c�,�xents. Zn �.h� �v�nt �he C�r��ra�t�r c��.�c�ver� an
: ��Parent �rror o� cl�scre�aan��►, I�� �sh���• �mrt��d�a�e�y �a��. t}�is
��ndi��,�� to t,ixe �t��r�tion of i�h� �r��irt���. it� �h� evez�� �£ �,
ca���i�� i� �h� s�ra�ir���, �p�ci��ca��ons, a� o��er pt�x���n� o�
th� ����tx�ra�� Docum��nts whi�h w��� z�o� �eep�z��d p��,�� �a �he
�.ward a� C���r��t�� ��� ��ntrac�o�e s�a�.3. b� c�ee�n�d ta �a��
quat�d t�,a mas� ��cp��ts�v� �esoXu���n �� �h� cor��l.i�t.
; ; �5�-S . � � �OO�E1�1�'Z'��� �F �Oi��1�A�'�C�R: ��� �an�lra��or �i�.X be
� �u�nish�d +c�i��. �.hr�a s��s �� t��ie C�n��r��� D�cur��n�s �nd� ���a11
� ��v� �v�i].a��.e �r� t�he �s�t� o� t}�� pr��ect �t ali tir�es on� �e�.
o£ ��c�x �o�t�ra�t� �a�ut�t�nt� . ,
The �or�t��at sha�.l ���� to �h� �ro.�1c ��e co�s�az�t a�t�r��ion
neo�ss��� ta �a�i7.�.t�te �.Y�� pr�g�es� �h��eaf anc� sh�,1X
�oogerat� wf �.h tk�� �r�g�.��e�� �3s �n�pec�ox`, and atik��r
�on�ra��ors ��t ev��y �os�ib�� w�,�.
,Th� ��n�x�a�t��r �t��.�.� ��, ��,�, �imes hav� cotr�pet�nt p��soti��].
atrail�,b�� �o t�� pro�e�� ���� �ox' �roper p�rf��tnanc� of �h�
wo�}�. Ti�� �ant�a���r �ha�X pr��r�,c�e ar�d maint�a�.n a�, ��,�, ���,�s
�� the si�e of t�e pF��ec� a��rrtp��en� f�nglish�spe�,kfng
$ugerin��a�c�er��. ar�d an ��a�s�an� �vho ��� �ul��r �u�t��r�.zed to
a�t� �s th� Cont��c�or's ag�r�t ot� tk�� work. S�ch
sup��it�te�d�nt� �r�d his aseistant s��,�l b� �apa.b�e of rear�i.t�c�
and �e�ders�anr��t�g th� C�txt��ac� �]ac�rm�n�s �t�d s�i�l�. x��c��ve a�c�
fu��iY]. �,ns�x��tcti,ons ��ortG �he �}wne�� �,�e Engirteer, �� �xs
�u�h���i���. r�pr�s�n�:a��.vee. �ursu�nt to �,h�s �esp�n�il�#��ity
o� �h� Con�.x`act�r� �he �ot�tx'�ctor ��a�l d�a�gn�,�e �,n w�it�[t�
�t� #:�� px'�ae��� �ug�rin��nd�r��� 'to �,c� �� �k�� Car���`a��or°�
ag�nt on ��e wa�rk. Suck� ass����r�� ��ojec�. �up�ri�t��is��nt
�ha�� �e a ar�sid�n� �� �arran� �ou�t3�r ��x�s �.nd shall �e.
sttb j��� �� ���,1, a� is ti�� ������t �up�r�.ntend�nt, a� �r�y �iia�
o� ��� ��y o�' nighL' pr� ae��r c�ay a� t�� we��C or� wh�ch th�
Engir���� de�erm�.�r�s that ��r��rnst�a���� r�s�uir� th� p���e��e on
th� pro���� �;,t� c��' �, repr��en�a��ve �� �h� �pn�r�cto� ta
C 5--5 { � �
a��q�ate�y ��ovide �or �he sa���y �� �onven�e�ce'�f-t�e�
��a������ p���z� ox �he owners o� pzope�������o�s �hic� th�
g�o�e�� ����nds or �h� sa���� a� p�a����� �o���guous to th�
p�aj��� zou���g. . '_ � ,� � .
�he ca�tracto� sha�� p�ovid� aZ� �acil����� ta enab�e �h�
�n�inee� ar�d h�s' ir�spe�tor ��.o e�c��nin� at�d �.nsp�c� t�e.
wor}�man�h�.p �nc3 rnat��ia�s �r�ter�ng in�o �th� work. .
��--� . � ��i��t�EN�Y A�'�f�� ���TYF�CA'TTbN, �O�K: � �h�n�t � �n �.�e
og�,n�.on oF t�e Owner or Er�gi,r���� r a condition'. o� _'�m��g��xcy
�xists �o����d to art�€ ��,r�. o� th� vto�k, th� �ar��ractor� ,o� �#��
�ont�ractar t��ouqh h�.e d���gna#.�� �c�p�eser��.at���, shall
�r�s�oz�d v��.th d��pat�ci� t�o a�rer�al. r�q���� mad� �� �h� owner ox�
�ng�.r���r �o �].���*i�te �he er�erg��c� �or�dition . �ttch �
�es�o��� �ha�.�. a��u� day �r r�f.gk�t� �vheth�r th� p�o����. ts
s�Y��c��],�d oz� a calez�da�e-da� �r on a w�r�Cin��d�,� ��sxs.
�h�u�d �t�� �o�xt����.�� ��.�,�, t�a r�spond to a r�quest �r�m th�
�ng�.nee� to r���if� �n� d�.�����partcies ��rni_�sior��, o�
co���cti�ns n�c�esa�� to ��nf��r�t �'i�h '�.h� �eq�x�.��men�� o� �h�
px'���c� �peci�i�ations or p�an�r �.}�e �r�gir��er �ha11 g�.�r� �he
�ot�t��`act�o� wr�itten no_tice �ha�� such wo�l� or chattg�s �a�e '�.o f�e
����a�rn�d. '�he �ri�ttan notice .sY�a�.x ��i�ec��•.�,��.en�#.�o�a. �a.' �.k�e,
dis��e�i�.t�� �ont�*�t��.on �n� requ�st t�i� ��ntra��.or �t� take
��med3.a�. a�tior� �o ���x��t �he cor�d��3.�n. Zn .the �ver�t the
���t�a��o� r�o�s r�o� t�ke ,po�i.ttv�e ,st��� ta fu��i�3. �Y��.s
w���t��n ��.qu�s��, �iz do�s �,of. �h��r �t�s� �a�.s� �ox not t�alti.nc�
the proper a��ion�� wi�.hin �9 hou��� the �i.�� t��� ta]ce s+�ch��
z�medi�l a�ti�r� wi�h �i��r f�r�es o� ��` cot�t�'a��. TY�� ����►
�ha�3. �h�n cied�t�t a� a�our�t eq��� �o th� �z��,�.r� c�s�s f�� suctx
r�m�d�al actian, plus 2���, ��am an�r �ur��s due .�t�e �or���actor
an �h� p�o��c�.
��--�a. f FxE�Y7 OFF�CE: 'Y'h� ��t��rac��� sh�3.� grovic�e� at r�o
ext�r� �om��r�sat�for�, �n� adequat� ��.��� ��t�ce ��r u�e o� �he
��g�txe�rt i� ap�c�if�a1�.�} �a1�ed ��ar, Th� ���ld o�'�ic� sh��I
�� �xa� L��s �har� 1Q ���► �.� ��e� alr� -flooa� a��at. suk���at���a��.��►
cans��u���d� vr�Y� hea�ed, ai.r cor�d�.t�aned, ��gh�en�,� a�d
+��a�ha�r--pr�o�, so ���� doct�me,nt� �ti�1 not be dama��d ��r th.e
��.�mer�ts. � '
C�-�.7 �o�S�RU���o� �'����5� m�e �it�t, thro�gh �.ts �n��ne�rt
w�11 �urn�sh �?�� �ont�ra�tar �r��h a1.3, 3.��xes f grade� F an�
�n�as��em�r�#.s �e�es�a��' t� �he �r�p�r pro��cu��c�n a�� �oz�����.
v� �h� worl� ��z��ra��.�d��or �nd�ar �hes� Cantrac� Doc�xmeritsr anc�
lxne�, grad�� an3 m�a�u��r��nts wi1.�. be �st��a�.i�h��i b� nt�ans o��
stal�e.s or ot��r cus�ar�a��� rn�thc�d o� �a�ki.ng as �a� k�� found
conei,ster�t wi�� goot� pr���i.��. .
�5�-5 {3 )
��ese sta�e� �r m�r���g� sh��� �� s�t s�ff����nt�� �n advanc�
of �on��ru�ti.or� aper�,tion$ �o avoid �i��ay. ��ch �take� ��r
m�,ar}�i�r�gs �s r�a� �� �s�.ab]����i�d f�� t�� Can�r�c�o�'s use �r
g��dan�e �h�,]:1 b� Qr�serrr�d 1��€ �h� C�n��`a���� �,n�3..1 �ti� �i�
authc��`�.z�c� b� th� �:�c��ne�r �a xemove ti��m�' �;k��n�v��, �.r� �h�
op�r��.ot� o� �he ����r�eer f�ar��r s,�a}��s �x� mar}��nge l��.v� be�n
��r�J.�ss1,y �t� w��ifu].Iy de�tr��t�d+ disturbed� o� x�mo've3 ��
�I�e �or�trac�o� or an�r o� h�� emp���r�es, th� fuX7. cas� o�
a��p�a��.n� such stalc�s o�r �a�3�� ��,us ���s w���. be ct��,r�ed
aga�ns� tine �or�tr�cta�� and �he ��1]. a�our�t w3.11 �� der�uct�d
�ro�� p�,�ramer�t du� �h� �a�nt�rac�.o�'. �
� C'S—� . 8 A�3'I`HORZ'Y'�' ,�{,�D �]{��+Z�� �� �T`i"�( ����E�'�'ORS � �i��r
�nsp���o�� wz��e �u�i�a�r�x�d ta �nsp��� �1� v+rark r�on� a�id to
a• b� d�ne a�►d a�l mat��r�a�.s �urn���ed. S�rch �.n�p����an may
., �x�enc� �.p al�, o� �n� part•�� tl�� warkr ar�� th� pr�para�i�n �x�
� ma�tt�actuzxfl� �f t�i� m�te��.a�s to �e�us�d or �quip��r�� ita �e
• 3.nst�,l��d. A �i�y �r�s��ctar �na� be a�a���.ot���, �� �h� �rark �o
r���r� ta the "r'r�gin�e� as �a �h� pr����se �f �Y�e �r��k �r�d ti��
m�t�.ri�r �,tt s�r��.�h it is �ei�g p��f��ma�r to "rep�x�� an� �vid�nce
��a� �k�e �n�t�r�als i��ix�g ��t��,xsh�d �� ttte wo�k k��ir�g g���o�eatied
b� the �ontrac�ax� f�i.�s �o fu��x�,� th� r�qu,�ze�t�nt� a� the
- Cor�tr�,�t Doctxm�r���r �n� t,� ��,�1 th� a�te�t��.an o� th� �
; .�an�r�xct�ar t� a�y s�ch �ai.lure o�x� o�h�� iriir�,ng�r���z���. '�ucl�
i,r�ap�c��,on -vr la��C� o� inspe�t�or� wi�� e�o� x��l�.��r�� t�,� ��
�on��a�t�r �ro� an�r ob�ig�t�i.�n �.o pe����r� �l�e wor}� in
accordanc� t�r�itl� th� ��qu�,�ern�r��� o� t�� Cortt�act ����,mer��s.
�n �a�e �� an�► dis�at�te a�ksinc� b�t�+�er� �h� ���ntra�t��r �n� tY�e �
�i.�y T��p��to� as t� �he m�teri�].� or eq�t�pmen� �ur���I��d ar
�l�e �anne� of pexto�rnfng th� t,rork� �h� Cii�r xnsp�cto.� v,���� �
ha�r� ar�t�}o�'�ty �� ����ct; t���e�f�1s �x equi.�mer�� ��a sus��r�d
war� until, th� q���,�iar� at ��su� �ar� �a� ref�r�red �� and b�
d���,c�ed b� �1�� Erxgit���� . Tk�� City �r�s����o� wi�.]. r�ot,
�tow�v�r# i�� au��a��,xed �� �evoke� al.te�,, enL�rg� R�r ���,���e
an� araqu��e�n�nt �f �h�s� Con���c� �3�c�r�t�n��� r��r �� appr�ve o�
�ccegt �,xx� �a�t�o� a� sec���n oi the �r�r}c, na� to iss�� ariy
�.nstructiots� co���ax�y �.o �h� r�c�uir�me��� �f �he C�r��.�a��
�c�����r�ts. �#e wil� in �� �ase �,ct �,� sup�r�nt�ndett� ox �
- �or�ma� o� ��rf��� any a�h�r �ut��s �or �.he �az���ac�o�� a�
int�:��e�� w��� th� r�anac�e��r�� �� op�r��tior� �� ��� w'o�k. �ie
�r�.1�, not �,��ept �ro� �t�� �ofl�.r�,��or ar�� �amp�t�sat�.o�n �n� �,��
�orr� �a� pe�e�o�r��r�g any duti�s . �'ha �o;�tra��a� sh�1� reg�.�t�
�nd obe�r tt�� c��.�ect��r�� ar�d ir�s������ot�s o� �.�� ��#.� ���gec�or �
or �t�g�r���� �,+h�� �he ��,me ar� �ar�si��en� wit� the ob1i��,��ans
o� {:h� ��n��`act D��um����, p�.ovid�d� haw�ve�#� �e�rau�.d �he
Co��ra��or ob���� to ar�y arder� or �ns�.�uctiot�� of t�x� �it�
�Cnsge��.a�,, th� Con���ctor m�.�► witY�irt �i� da�s �t�.i�e +„rri����
a�g��� �� �h� Engi��er �ar hi� d�����,oh on th� matte�x ir�
con��csvers�r.
�
��—� � � )
�5-5.� I�S�����0�: ��� ����r�e�or sh��� �urnish �h� �n�i���z
w��h e���y ��a����b1e ��cfli�� �or as�ert�in��g �he�her �r ���
�i�e �rork a� ��r�ormed is it� ac��rd�,n�e w�.�3� �h� �eqt��.�emer�t�
�� t�� �ont�act �o�um�nte.. ��. the �n�i���� s�s req��s.te� the
��r��r�ctor sha��� at �ny 'k�m� b���or� �,cc�p�ance c�f t�xe �rorkt�
r�r�a�e� or u��a�rer s��h por��or� o� the �ini�t�e� wo�k as m�}� k�e
dir��ted. ,A�tez e�ar��rta�.i��� •�h� ��ntrac�ar shall r��to��
said p�r�ior�s a� �.h� �rork to the �s�.an�ard ��a�uir�� b�� �h�
�o�x��act Docume�t�s. .
Sh�u�.d �h,� t�r�x`1t ��cpv���i a� ex�x�t,in�d -pr�ave� _�,�ce��ab���f-�.th�
�un�ov����g�or �emov�ng and r�p�a�in� of t%e cov�r�.zxg =�� r�al�it�g
good o� �he parts �'�t�ovecl sha�X be �ai� �o� a� �xt�'� w�rkr bu�
s�auld �e w�r]� so �x�as�d or �xar�titxet� �rove �� b�
�nacceptable# the un�ov��i�,� ��r rerr�aving �.nd- ttte x�g�.�.�ir�g o�
a�l �d�ac�n� d���c�#.�e or da�ag�� pa�r�s s�a1� b� at th�
��n�.ra��o�r's ��t�en�e. i�o wo�k si�a�l b� �ar�� o�r ma��ria�s uae�
wi��o�x� su�.tabie �sup��r��.s�on or insp���ion: . �.
C�-5 .�.� R��S��A�, OF D��'��'��V� At�� �T�?Ai�TH�R���A V����C: �,7.1� �axk,
rna�er�a��r ax �q�i�mer�� ����h k�a� been��r��e�t���-�h�il �e
�rem�c`�.�ed or ��mov�� a�t3 r���a�etl in an :a�c�ptable-3'n�,r��er ��
i�he �ar�txac��r a� h�s a�xr� �xp�r�se. �Jc�rlc d��� .b����d tk�� l�n��
anc� gra��s c����ren- or as shawr� or� t�e g�ans; �exc���'��s :Y���ceirx
�ge��.��.�all� p�ov�.dedF or �ar��► Ext��a Tr��r3� dozx� witlno�t. w�itten
��t�hc�r���t will be c��t�idered as una��hor�.zet3 �t�d don� at ��tr�
ex��nse o� th� �ort��act�r an� wi.l� no� be pa�.d ���r hy �h�
pwner , S�4o�}� sa �one may be ordexe8 reznv�t�ci at t�t�
�ar�tracto�rs expen��. �p�n �h� �ailur� or� �.he p�.r�. o� �h�
�antr�ctar to �oznp�y t,r�.�h a��' o��er o� th� " Er�gi��er r�tad� un��r
th� provis�oz�s c�� �h�s paragra�►h f the Eng���er wi.�.�. hav� t�e
axxthori�.�► �o cause d�f��tive w�rk to b� r�t����.�d o�r ��mov�r�
an� r�g�ac��d �nd unauthoria�3 �t��l� t� b� rernoved� ant� the �ost
t�,e�reo� may b� d�duc��d �rarn an� mon�y du� ar ta �ecom� du� �€�
�h� ��n�.ra�t�r, Fa�.],u�ee �o �e�qui�� tri� r�mova� �f an�
d�fe�tkoe ar unau�hori�ed �or1c sha3�1 �a� a�ns�it�te accegtan�e
o� �uch warks.
��5-5.11 SL�HS���U�� �i1���R�A�� O�t ��Crz��iE�T: If �he
�geci��c���ons t].aw, o�d�n�r_��, �od�s or r�gu�.ations p�rmi�
co�,��a��or �o f�rni�h o� us� a snbs��t��� �.Y��t. is ea��a�. �a an�
materi.�l �� �gui�r�en� sp�c�ffed, an� i€ �ont��ctor v�ra.shes t�o
fu���.�i� ar u�e a p�opo�e� su�st�tu��, he s#�a�.l� pr��r ta th�
�recanst�u�tion co����en��, make w�itter� ap�li��tioa �o
�����TEE� �o� ag�rov�3. � o� sucl� substitute ��r�i�'�in� ix� vrxi�ing
t�a� t�,� p�opose� su�st�.�u�.e w��� �erfo�rm a�eq�at�].y th.e
�ur�c��ons ca�.l�a �o� b� t�e ger�eral d��i.gn, b� �im�.�.�,� sn� o�
'e�ua� subs�an�� �� �.hat sp�cifi�d an� �� �u�tet� t� 'the sat��
u�� a�d ��p�b�e �� pe�r�o�rm�..ng �.h� �am� �unct�on a� �h�.t
���ci£i�di ar�d i�e���fyfn� �1Z �r�,��ati�as of t�� gropc�s��
C�-5 {5)
su�s��t�te �rom tha� �pe�xf��d and in��c���ng ���il�b��
m���te�an�e s���ice. �a su�s��tut� sha�� be a��ered �o�
ir��ta���d w�.t4��u� ��,h� vr��t��t� ��p�aval o� �r�g�na�� who wi�.Y b�
t�� ��dg� o� ��� �c�u�l��y� �,�d rna�t r�quir� Cot��r�c�tox` -t�
, �u�r�ish �u�h o�t��� data a�out the pro�osed �'�bs�.�.tut� as h�
• cons�;ders p�r�.�,net��. �� st�bsti�ut� ���11 b� �rd�r�c�. a�
i-�s�a7.].�d wi�h��� s��h g�rfo�ma�tc� gt�ar�nte� ar�� �o�xds �,s
Own�� rr��� r�qu3.r� v�hi.ch �ha�l be furr��sh�d a� �ar�tra�tor' e
��c��nse . �on�x`�et�� �ha�l ind�mn�.�y �,n[� k�o�d i��,rml�ss �wne�r
an� ,�ngin��� ��d ar��ron� d,'t�'e��3.y o� indir��t�y er�tp].oyed by
- �it��r o� �hem from az�cl agaix�s� �he cl�ims f dar��,��s, �os��s
ar�t���exp�i�ses (�flc�udi�nc� st�asn��� £ees� aris�t�g �u� of th� us�
, �� subst���x��ci mater�al� or equi�r�er,�. -
�5-�5.�.� 510.MPLE� Ai�� T��TS �R �lA'T����S; Wl��r�, i[� t�e opi.r��.on
' �f �l�e Er�gir�e��� �� a� �a�.��d for it� t�,� Cor��.���t D���,mer��s,
. t�s�s o� r��,�eri��s �r �qufgm�n� �r� n�c�s�aryt such t�s�s wi��.
. 1�� m�ad� at �1�� e�cper�s� of �r�d p�,iti ��r �ir�c� �a the ��sti�g
� �,�er���r by �h� Own�� u��ess �t�h�rwise s�����ic��7.� px'av�ded.
�h� . f�i �t�r� �f the Owz�e� to r�t�k� az�� tests �� �a��ri�,�� sha11
, be i•n r�o wra� r���eve th� Contra�t�r o� his �re�gansibi7.�t��r a�
�u�r��s3�ing r�ateria�� �n€� e�uip�nent �u�ly con�orr���g �o �he
��qu�.rerr�en�� o� tt�e ��ntract Dv�.um��xts. �'�s�.s ar�d s�,m�Yin� o�
�nateri��.� f�un�.��� o�Y�erwise •spe�i�i�d� w��l be 'm��,�� i�r�
: � a��o�d.an�e t,t#,th the xat�st m��hod� gre��r�b�r� by th� �ser����x
. �oci���r ��r ����i��g Mat���,al� o� s�e��.fi� ��qui.rer�ent� �f the
Owrter. '�'�� Cor��x�actor s���� pr��ride s�ch fac�.1#.t�.�s s�5 th�
£?ng�r��er ��� x�eq�i�e £o� �o�l��t�i.�g and ��x�r�ardfng �atnples and
�h�l� not, wi�h�t��. sg�ci��,� wri�t�n pe�mfss�or� of t�e
�r�gitxe�� * us� �he mate���,�a r�pr�ser��..�� I�� �h� sam��.es r�n�i].
te�ts h��e ���n ma�� an3 ��� r�a���i�].�s ag�arov�d fo� �se. "ih�
�or�tra��or vti�i fu�rr��.sY� a��c�u��ta sarrt��es �it}�out �har�e �.o th�
Owr��r. .'
Z� ca�� �€ conc���.e, t3�e agc��eg'ates, d�s�gr� �fr�i�ur�� at�d �he
mi�c%ng and t�ar�sp����,�t� �guigm��t sh�7.1 b� �p��oved hy �h�
�r�g��e�� l�e��re a�y �or�cx���� �� placed� �,nc� ��� Con�aetar
sh�l� be r��pans�.b�,� for x�ep�a�ing �ny concrete xh��h does nat
�e��. th� r�:g�s�r�zn�r��s o� t�i� Cot�fir��� Docum�€��s. '�ests �h�11
b� �ac�e at ���s� 9 d�,ys pr�ar �a the p����r�g �� �a������,
u�ing .�arn���s ��or� �h� sa�n� a�gregate, ����nt, �r�� r�o��a�
�rhici� ar� ta be use�l �a�er in t�ie cor����t�. ��au�d t�� sourc� �
a� supp�y chan�ex r��v� t���s si��,ll. �� mad� px��or �� �he ��e� o�
t�� n�u r�a�e�ials,
C���.�.3 5�'O1�AG� QF M�ITERZA�,S: �11 materi��� whi�� ��r� �a �a
use� in �he cans��u���on op��atfon �h��� �� s'ta�ed s� as �o
i�s�sr� th� g��servat�.or� o� th� ��alit� a�� ��.t�n�ss o� th� �warlc.
k�h�n dir�c��d hy �h� �r�g�ne���� ��ey ��a17. b� p1ac�� o� wao�en
p�a#.#oran� �r oth�� har�, c�.��r� d��a��e s�r�a�es �,�t� x��t an �h�
��-� {6}
pa� �a� a�� damag� �o o���� �a�� r�su��fng t�����rom �hi�h.
s�raZ7. ��pea�r wi��ifn a pe�iod o� _o�z� ���.� f�om .�h� d��� of
���r�a�. ���eg��r��e o� i.Y�e wo�� un�.�ss a�.-ong�� �eriod ��
s�a����'��d an�sriakl �'urni�h a good and su��i�'i�nt� rna�t��.��ar�ce
bor�d in th� amo�r�� .of �q� ��ra��t o� ti�a ��our��. af �Y��
ca�tra�t wriich shal.�. as��r� tk�e ��r�or�ar�a� o� the g�r���ra�.
guaran�y aa a�laove ou���,n�. '�h� �vrn�r �r�.11 .c�_�ve no��c� o�
o�i9��ved �,e����� �3.�h rea�ona��.� prot�p�r��ss. .
�$�B .1�. SUHS�D�AR� S�To�t�: ��r�y �r�d ��,�. •.vro�r]� :.spea�.,��.ca�l}
govezn�d ��-dacum�n�ary �r�c�u�ze�t���s ��� .th��•pxo��ct:r-,:such .a9
�or��,��.3.��� im�osed ��r �h� P7.�.ns, �h�����i�r�l",�":C�.rt�tr�act
Do�urn�nta a�r t�es� 8��c�a]. ��n��act �o�ur��r�ts ��� v�l�i❑h no
�pec�.��c �.�ern. ��r bfc� has b�en p�ovid�d �ox� �n t�xe �ropasaY�
�ha7,�. �� �ansi�ered as � �ui�s�c�i��� it�rn o� �wo�k, th� �os� of
�,*h.��h �h�.1.7. �►e includad 3,t� �h� �ric� ��d �n �h� �2ra��sa�,t �oae
ea�h b�.d �t�m. , ���'�ac� ��ataration, .xa�i�-_���avat3.�or�.:.a�d
�l�anup a�� c�e��ra� �t�m� of w�rk �rhich �a�k _�� .the ,c�tegory
�� �ubs�diaxy wark. . .
'�S-�S .�� MxSC'���,�1T�IEQL�B P�A����'�` �3F M.�,TER�AL: . Ma��r�.al'-t�a� be
�,k���at�� rxn�e�` v�,��.o�s �id i.tem� �.rx �t�� ��oposal �.o .esta�aliah
unit pr�ces �air 'rn�s�e�l.ar����� p��,��m�r�� �,o�, ma�erial. ., T��se
�ate�i,a�s aha�.� �e� usec� or��.�r vah��t df rec��� 1�� .,t�e .�ngi.ne�x, -
d�pez��l�ng on .fi�i� cor�d���on�* �a�t��n�. _�f.ar ;m�scal�ar��aua
�3.�,�ern�n� of �at���.a7. w�.�Z �e xn�tl� �ar •or�l� ��x�.� �.mou�t of
�a���ia�, us�d, �e�.st�x�8 to �.he n�ar�st or��-�en�.h unit.
p�,�rr�en� ��r m�s���.�.���oua ��a�eznent o� �a���i,a.�. �ha,J.�. b� in
�c��rc�ance w�.ttr tY►e ��tt�raX �ont�act Do�u�ten�.� ����rc�le�s o�
the a��ua�. arn�u�� us�d �ar tt�a p�ro�e��. '
C�-B y 3.3 �t�CDRD �D�U�4��T�S;� ��r����ctor sh�ll k��p on record a
co�y �.� al�. sp�cff �.�ation� � g3art� f�dc��nda� mod���aa.�fvns �
shop t�r��,+'�rig's an� �amp�.es a� th� ������ �� go�d orc�er ar�d
anr�o��t�� �o ��c�vc a13. chang�s mad� du�r�r�c� �h� �or,s�rt���.3.on
pro�ess. 'Y`��s� �Y�a7.� k�e d���.v���d �o �nr�ine�� ugan cornp�.e�ior�
o� th� w�rk, � . .
Gs-S L5?
grou�d� �n8 sha�� �� g�ac�� u���� �ov�� ��e� dir����d. �t��ed
ma��r3a�s �h��l be p����d an� �o�a��� a� a� �o ��Cilit���
p��mpt insp�ct�a�. .
����_: x� �?L.���7��7�� �STk�iJC�`LT�kE� A,�D �TT�I��T�E�: �'he �,a�at�.ot� and
c� rtti �r,�i�r�s sho�+n on th� �3.�.n� reX�,�.�,�r� t� e.�istf�c� u��].��ies -
a�� �ase�i an t�x� b�st..�.���x�rrta��.on at►ai�a1�3.�. �missiort �rom� or�
t��� �n�lusion o� u�����.}� �oca��ans or� tl��� ���,ns is r�ot �a b� �
�ar,sidered as �the n�ne�cf s�en�� of� �� a -c����r�i�e� ,�.�catfor� .o�, .
�xi�ting �xr�der�ro�r�t� u��l�t���. �he �.o�a��.on o� �-rnt�.�y �ga.s
rr��,i�s, �r���� mai.r�s; �or�dr�i.ts, s��,er �.irie� .ar�d. �,�e�v.i�e.�in�s
�or. al� u���,����,e� � �t�. r �,s u,n3cnow� �.� tt�� �Ot�.��r {=;- �nd � �he
�wn�r assu�es na r�s�on��k��,lity far ��,i�.ur� �o -�t�o�,r at�� =o� ���.�.
s��h ���u��u��s and u�i].�.�.i.�a on tha ��.�,r�s o� to �h�w �.h�m �n
ti��ir �xa�t� l���tion. �� i,s m�,�ua�.�y �g��ed �.h�� su�h fai�ur� ..
w�il n�� be car�sider��d �u��icient ba��s �ar ��a�.ma ��� - ;
ad�i�ior�al. �omp�neatxor� �or ��ct'�� �o�,l� ox� �ox�, �,r�cr�asing t�� ��
Pa� quae�titi�� �t� at�y �ann�� w'h�tso�v�r� ���.�e� �n :�bstru��i�n
�nc�un�er�d �s snch a� to ��c�ssxta�� c�an�es.�rx.�h� lin�s_�nd �
gz�d�� o� c����r�erabl� �tagnitx�t�e or r�qu���s th� buii�in� �f
sp�c�.a�. war}cs� p�ovi.��.or� �c�r w�ti�� �� r�a� mad� 3.n, �h� ,�r�n��ac�,
17ocu�e�tt�$� in whi�� �ase #.h� prp����.on �.n th�se ��nt�a�t -
C�o�ur��n�s �or Ext'r�x V�o�r]t �hall a�ply. , , , . .
z� �sh�,�.�. �e the �ont�.ra��.�r� r��ponsi�i��it� �� t►�r���r X����.ip�s
o� a�c�jac�n� ��d�o�' canf����ir�g �t�i.1�.�i.e� st���ici�n���r in
adv��nc� af cons�ru�t��t� i.r� ,o�der tk�a�� 3�� m�� nego���t�e �t�ch
1p�a7. ad�ustm�r��� �.� r�eces�ar�r xr� ��� ,c�n$���a,c��on pr�cess to
g�`ov�.d� adequ�te ��.e��'�a�ce�. �h� �antr���.or �ha�l t�.1s� �1�
n���s�a�r� �pr�cauti.ar�s 3.n arc��r t� pxo�.e�� aY1 ������.ng
uti�ft��e� skx�uc�ur�s at�d s�r�r��� 1ir�e�, ��ri��.cat��on o�
existir�g ut3.li.ties, s�ru�tu��s �,r��, s�x`v�.ce l�.n�s sha�.�. i�c�.t�€�e
r�o��fi.cativn o� a�x u��.���� c�mp�n�e� a� ].ea��. �o�r��► e�.ght
{�B ) ha��s �n ac��anc� c� canst��cta.ori �r�a�udir�� e�c��.��a�ory�
��cc��v��.�.on i�' nec�e�sa��►. ��1 verf�i�����ri o� �xf�t�n�
�t�tl�.ties ar�c� �he�� ad��a�tment sha�.�. b� con��.ci��ed �s
�ubs�d�.ar� wark.
��-�,1� iNT�������o� o� S��'V���:
a. t�oxr�al �ros�cu�ion: �n �h� �orrn��. prosec�ui.on a�
�vor}� wh�r� t�e interrupti�n of �er�r�c� is Mec���ar�r
k.1�e �an��ea�t�r, at ��as � 2� ���rs ,�r� advanc� f sha��,
�e ret�ui�ed to: .
�. t����€�r �in� ��ter #�spar�m�z�t's. Dis�.xa.but�,an
Di��.sior� as �o �,o��,�i�M� t�m�, an� sah�dule ofi
��r+���e �r���rrupt�ion .
C�-� (7k
�. ��tif� each custam�r p�rs��a��� t��ou��
_ ��sponsi�X� �e�snnn�� as �o �ime a�8 �ch��u��
o� �h� �n��rru�ti�n a� th��r ��z����� or .
,�..
3. rn �h� av�nt�.�hat ���s��al ���if���t��� o� �
.cus����� c��nat be� ma�e, a�re��red ��g f�rm
s�aYi be �t��ch�d t� t�� ���tom�r's �nt�anc�
�o�r i�nob. ��� tag �l��al� ]a� dural�l� in
com�os {�i.on t ana� in �.�r�� bo3.d typ� �ha�� s��►:
"NOTt�E"
"� Due �a LXti1���x �mprov��ent i�
� you� naig#��o�ho�8, ��ux {wat��' � �
��ew��`i se�vi.ce +�i�.], �e.�nter�
. rupted �n b�tw��n�
t�M� �our� o� , ar�d
T��.s �ncarrver�i.enc� �i.1� �� �s
�hort �s p��s�#��,�.
��a�nk �o�,
�o�t�rac�or
Ac�c�r���
ane
�rro�x_g�t�cy: �rx �h� �v�n� �hat �n urt�a�re���r► se�vi�e
interr��tio�s �c�u�cs r r��t��� shall b� as abov�, k�u,t�
�znr�ad i a�e .
b,
C5-�.�.� 3�i�T`��1�� �t�'�SP�N�YB��,��'� O�` �Dt��`RA��`O�S: ��, t�h�ou�h
a�t� �� r�eg�ect as� �h� pax�t� �� the Cant�a�tor ,�,r�y othe�
�ott��ac��� or �t�� sub-contracto�' shal� st�£f�r� �os� �� r3at�ag�
on the r,�a�k� �h� �on���,ct�or a�r��.� �.o s���.le w�.kt� ee�c� o�.k�e�r
�on�.ra�tor or �uhWcor���acta� t�� agr�er��r�� �r �,�bi��r��ion, �f
a�t�t� �o�h�� �orrt�a��or ar ��tb--��z�tra�t�r sh���. �,ss��rt ar�}� ��a�tn
aga�n�� th� �w��� or� ���at�n� o� an}r d�s�tar�e a�].�g�c� �� hav�
h��� �usta�r��d, �[�e Own�� w���. notify �h� �on�.��,cto�r who
�i�a3.�. ��detnr��f�r a�rc� sa�re 3�a�m���s �h� O�ts��ae �,r��i.nst any ���h
��aim.
�5-�5. �.'7 �L�AN-�� : ��.��rt-�u� �� s�rp�us �ndfor �ras�� rnat�r�a�s
a��u�u].at�d on �h� ��b si.t� d�rir�c� the p�a�e�u��ar� af tt�� v���k
�nd�� the�� Cot�tract �a�uments �h��.Z be a��an���ish��i in
ke�pi�� �r��i� � d�,�l�r ����in� �s�a����hed ta t�h� ���
�a�is�ac�a,ar� �� the E�g�r���x�. �w�n.t�-fo�rs ��uar� a��.��
written r,o���� i� g�.�r�n �o �h� �o�tract�� t��xa� th� c�.�ar�-x�p an
the �ab s�t� �.s p�roceedir�g �.n a m��x�e� un�atia��,�tory' �� th�
Er��in�e�� i� th� Con�rac�or €�i�s to cor�e�� �he
, , �5-5 ( 8 }
u��a�i��a����� �ro��d�r�, �h� C��� ��� ���� such ������ ac���n
as�th� �n���e�� d���s �pp�o��ia�� t� oa�re�t the clean-�p
de��ciencies ����d to th� co�t��c��� �n t��� wri���n��at�ae,
ar�d. �.h� cas�s o� ����� direct a�tian+ ��,us ��� o� su��, cost� �
�ha].X �� c�educ��a fram �oni�s d�� o� to ��c��e d��� �o �h�
�or��ara�t��.� .
u�rorr th� �omp],�t�an o� the pro�e�c� a� a�rha].e �,$ cover�d by
thesa �ont�x��� D�cumerits, ar�r� i�efor� ,��.nal �cc�p�an�� an�3
f inal pay�te�t� wi.�Z �e made t�he �ontra��or s���S. �].es.n �nd
rema�e ��o�n �h� s�.te-o� tha pro��ct al� su�e��us .and_�ciis�a�rcl��,
m�t���ai� r t��po�ar�► stru��uresr a�d dek�r�s ,a� �evex`�r, �Ca.x�c�. ��
sha�� 3.�ave �h� �it� �� ��� wark in � t�aa�. �n�3. o�'�e�i�
con�itio� �gu�� to that which origir���.ly exist��d. �t�r��.u� �nd
v�,�ste r�tat��i�1s ��mov�d ��am �h� sf �� �f �.h� t�,��rk sha7.1 l��
��.spoa�r� ��• �� �.oc�tian� sa��s�ae�o�y to th� �r�gin�e�. �k�e
�ontractor shall t�iarough�.y c�.ear� ai� e�qu�p�nter�t _at�d �at��ia�s
�.r���a].].ed �� h�.�n �r�r� sk�a�.� d��.iv�r over such ma�er���s �nd
ec�u�pmer�� ,�r� a b��ghtr �].ear�, pe��si�ed and new� appea��r�g
cor��,�.��.or, . �o ex��a com�er�sat��n wi�.� b� �ac�e t�o �.h�
��nt�actor �ar at�� cle�.n-�p x`�qu���d on �h� p�o�e��.
C5-� .].S Fih1A� �������Z��: W�er�e�v�r the worlt provxc�ed ��� �r�
�,nd aor��emp3.at�� u,r��er t'h�" �c�r��xac�" �o�u�eni� tta� ��en
s��is�fact�aril� compY���� �.t��. ��.t��.1 �lear►u�a �p��r�o�r�ad, th�
�r�g�n��� w3.�3. r��t����► tY�� ���p�r o��.i��a�.s of the �wn�r� anc3
�eguest 'that �he �'�.��,�. ���p��t�,o� �� �tad�. su�h ine�e���ar�
wi�l be rna�� u�i.�h�t� 1� da�s a����r �u�h rio��.��.�a�ion. ��ter
su�in �inal inape�����, �� th� wozk �nc� matea�ia�s ��d �qu�p��r�t
��� �a�nd ��t�s€�,����y� t�x� Cont�actar wi��. b� no��.��ed _�.t�
w� i.��r�g o� �he ac�eptan�� a� �h� �am� af t�r �1n� pzop��
�re���utic�*� h�s �een passec� by the ��ty ��urt��.�.. N� �i.me
clna�ge w�.�'� b� rnade ag�ir��� �h� �ontr��to� b�tv��e� �a�d d�.t�
o� r�o��.�i.c�t�.on �� �h� �nc�in�er and th� �i��� o� � ir�a1
�,�s��ct�on of tY�e �,ror}�. � .
�5�5 {�}
PA�� C - ����k�AL ���������5
C6-6 ��GA� ��LA��ONS �NA PU���C
R�SPO�SYB�LI��
SEG���� ���� ���� ���ATY��S A�� �U���C RE����S��I��TY
����.� ���� TO �� O�SERVT�: ��e �antrac�o� sha�� a� � �� tim�s
�bs��v� and compl� with �����edera� a�d ��a�e �aws �n� ��t�
ordi�a�c�� arid re�ulations which in a�� �a��a�����'th� c�nd�o�
�� th� �o�k o� his �pe�a���ri��.an� �h��� a�serve�and �omp�y
��th aY� arde�s, Yaw�, ���i�an�es ��� ��gula���on�.�h���.�xi��
o� w�f�h m�y be ��a��e� ��ter �y �od�e�•ha���� �urisd�c�ion a�
�u�ho��t� for s��h �����men�. �o ple� o� misu����stan��ing �r
�.s�n�ra�a� �.h��eo� ���.1 ba c�nsid�r�c�. 'Y'he �ot�tracto� �r�c� h��
�ureti.�� �Y���� zn��mr��.�;� �,�d save ha�rzn3.�s� t�i� �i.t�' and a�ll a�
�t� �f�i�ersf $��I���7f �nd emp�o�re�� agai�,�� �,ny ar�d a�l c1a�.r�t�
or L�,abi,Y�.��r arisxt�c� �ram or ba�ed on� �h� v�.ol�.tioti ot �n�r.
such ��wf �rdi�a�ce� r�gu�ativn� a� c��d�r, whether it b� �y
hims�3�� o� ��s er�t�3.o�r�es, .
��--fi.2 ��Rt�fx'�'� A�N� ����i���5: �h� ��oritra��.�r sY�al]. p�r�cur� a�1 ,
perm#.�� and �,���ns�s� pay a�l c#�aaeges, �osts a.nt1 fees� at�d
givc� a�.� 'no��i�es rxe���s�r� an� �.�c��ent �o t�� du� a�d �ax�u�l ' _,.
�rosecu�i�n • o� t�x� vrcix`]�.. ' . . � .' � � . . "
�G-�. � P1�1T�',�"T`�T� �]�V�C��i �+'f�`Z'�i�IAT�� At�I� P�tOC�SSEfi: �� �k�e
Co�x�.ar�,�tor i� re[�,uir�d �� desirea to uae �.��► d��igttt de�rj.ce,�
ma�e�ria�. F ar gx'��ess �a��r�d �y �.ctt��� p�ter��r �or cop��ric��it�
he shal� provi�i� for �u�k� ��� by eu��ab].e 1�ga1 agareer�ant w�.�h
th� pa��r�t�e� o� owr�e�r �f s�x�h �aten�, ��tt�r., o� copy'r�gh�.ed�
�es�gn. �t i.s �mutua��y a.g��ed a�c� und��stooc� �i�at withau�
ex�eptior� th� �an�ract� ��i�es. sk�a7.1 �.t�c3�uc�e a11 �o�ra�.ties t�z
cos� a�is�.ng �r�r� pa�ent�� �r�,c��wma�k�, ar�� co��t r�.c��rts �n an�
wa� �.�'�v�lv�� x� �h� wor}�, �t�e �ontra�to� and Y�i.s su�et��s
s�a�� i.t�d�r�rt���► and save i���m].es� the �w�,��r ��om art� ar�d a��
�lair�a �a� ��.n��fr�ge�ner�� b� rez��on of �he u�e o� atty a�ch
pa�.er���r� ����.gr�� de.v���r �at��r��J. vr p�o��ss � or an�r
trad�-�tta�ek o� �op�r righ�. �.n ��nn���i.an wk�i� tl�� wo��C� agr��d �.o
3�e p�rfarr�ed und��r t���� �o�ntract Docum�r�ts, ar�d s�ia�.1
ir�dezn�x�.��► t1�� �wr��r �o�e an� co��, e�per�s�r ar c�am�g� w�i�t� �.t
�ay be ok�l�.g�� �.o pay 1�y �easan of �txch �nfr3.nger�e�t at any
txrna ��rinc� tt�e g�o��c���.on �� the wor�C �r a���� co�ple��an of
�h� �vo�}�f p��v�.�ed� how�v�r� �ha� th� �wner wi��. assume th�
�esp��si��.�.��y �o c���en� an�€ a�c� a�.� su��s br�ught� fo� t��
infring�me�� �� ar�� �a��nt c�a.�me� tr� b� it�fr�.nc��d ���t� �� t��
d����� f��pe o� �or�stru�t�ior� ar rnaterf�7. vr �gui.pmen�
s�ec�.fied �.� �kx� �ontract Dacum�n�s �u���.s�ad �h� �aritrac�.or
by ���� �wn�r, �r�r� t�o �,o�� t�� Cor�tra�to�' �a�rr�les� on a�cour�t
o€ a�ch su�t�. �
�f-�� f�)
��-�,� S��Z��R� �R�VZ��Q�S: ��e ��ntra���r ���11 �etab�iah
and enfor�e �,r�on� �i� �mp3oy��s �u�t� r�g�.�,a�io�s ir� x��gard �o
c�ear��in��s �nd d�sgaea7. of �a�`ba�� �r��, was�.� a� wi�.�. •tend to
gr�v�n� tY�e ince��i�n and ����ad �f ir��e���ous ,or cos��.agio�,s
d�:��a�es �r�c� �o e�f���i�r�l�' p�et�e�,� th� c��ation of �, t���.s�r�ce
a��x�t tt�� wo�k �ri any �rop���y ex�.he� ��,��.�c or p�i�t�,��, at��,
���h xegul��i�r�s �s �x�� �eq�i��d, by L�w sha�l. h� p�a� #.t�to
i�ed�a�e ��r�� anc� ��f�c� b� �r�� Cont�ra��.o�r. �h� ne����ar�►
��.ni;�.�r�r ca�ven�.et�aes �o� us� �f ].abor�rs or� �he w�rk,
p�og,e��y ��cludet� �zom ���Yic o����vati��n, �ha�1 b�
�o�s�,��x��t�� �rtd ma#.t�tain�d k��r th� �ol�tra��or �,n�i th�i� u��
��al� k�� �t�ict�� �n��rc�d �� t,t�� �ontraator. ��1 s��h
�acil�t�t�s s��11 �� k�pt� in ���.��n and sani�axy c�ndi��,�n,
�r�� �ram ot����t�ona�le ad�rs s� ae n�t �� �ause � nui�a�ce.
���. �an�.ta�ry laws anc� �eq��a�.ion� o� t�� ��at�e af Te��,� �n�
�t��_.�Cxt� sha�� �e s�x'�ctl}� c�rra��.i�r3 �r�t}�'«
����,5__PCJH��� �����'� AI��] COt�i�Ehi��;���: M��er��,�s �r �q��pm�r�t
stor�d �b�ut th� wo�it sha].� �� so p�.�,c�d an� us��� art� �he
wa�k sh��.l a� a�.l �it��s b� s� �on�uc��d, as to ��,u�� no
c���a�t�e� ab��ruc�ion o�r ���oriveflier�ce to �h� pub��� ti�an �,s
��n��c3��ed to �� absv�.x���l� �r�ea.��s�,r�r ��r .�he Engfn�.��. � �h�
�o�t�a��o� is ��q�,�.rer� t� r���nta�n a.� all �imes all _�h�e�� of�
}�is 'wa�3� i� s��h a �eann�r' �� nr�t� �.o ,�mp�i.r ��� �a�ety ��
��nven��r��e o� tl�� pu1�1i�, ir��].ud�ng# but n�� �i���ed ��r sa€e
an� canv�n�.en�. �t�g���s ar�d ��res� to g�c�pe��y �or���guous ��,
�t�e w'or3� area. 'i'h� ��r�tra��ar �ha�� m�}�e adequat� . p���r�,s�ons..
t� r�ncie� �e�sonab�.e i�g��ss and �gr�as f�r �ox`mal vehi�ular
t��a�t�c f��cc�p�. dur�ng ac�ua� ���r��Y���g or gip� �nst�a��a��ot�
���x'a��.ons� a� ���. clr��reway cro�si.ngs. Such p�ox�ision�s tr�ay
�.ncl��,� i��r3.c�g�.n9r pla�er��n� o� c�tts�ed st�rt� o� grav�� a� �uch
o�h�� t��an� �f pro��dir�� p����r in���se �r►d eg�es� for �h�
�roper�y s�,�v�d b�r ti�e 8r���r�+��,y �� �h� Er�c��.n��r m�.� �pprov� �s
ap�ro����,��. Sr�ch oth�r �tt��,�� t�a�+ �.nciud� ��� �3i.ve�sio� ��
d�r�.v�w�� t�a����, �ar�t��� spe�ff�c ap�r�ova�. by the �ng�.t�eer. ��
diversio� o� ��'a��ia �.s app�ov�d �� ��� ]�n��r�e�r at� ari�r
3.o�a�i�on, �Y�� �ar�k�raator s�al1 �a�Ca �rrar�g�m�nt� sa�������o��r
to �.Y�� ��gi�e�r at an� �o�a��.o�� the �or�trac�o� shal�.� ma�Ce
'arranc��m���s �at���ac��ry �a �h� ��g�.ne��' �or t�� �l�.ve�s�on c��
��'af�i�, �s�d shal�, a� h�� own �xpez���r p�ov�.c�� a7,]. ma�eria�s
2�nd �exform al� vrork nec�saar�► _�o� th� oofla��u�tian ar�d
�a; n�er��r��� �� ���dway� �,nd �x��dg��� ��r su�h dit�e�5i�n o�.
traf��.�. �id�waik� rnu��. no� �� ak�stru�ted �xc��� by �peci�l
pe�mis�ion o� �Y�e �rig�.ri���r�
�'h� �na�e�'ia�� ��ca►r��ed and th� ���s��u��iar� rtxat���a�s suc� as ,
p�p� used in �he �onstru�ti�n �� �h� w��`� s�al� �� p�ac�c� so
�s t�o�C �o �nr�ar�c��r the w��k o� px�ven�t ��e� ���ess �� all fir�
h��san�s, ���� ��.�,�r�► bo�es # pa�i�e �aJ.� #�o�c�s, wa��� �alv�s,
C£�-6 � � )
gas va�va�t vr manholes �n �h� �x�in���. �he �w�er x�se�ves•
�he x�g�� to x�m��� an� �����ct a� th� p��t o� �h� �oflt�a��oz
as �e�ard� to pu��ic o�n�e�i���� �nd �a�e�� wh�c� may,��m� �o
�ts a��entian, a��e� �we������u��ho��s no���e��� �rit��� to
��� Cor►��a�t��, save ��n �ases o� �mer�er�c� whe� �.t sha�� hav�
the x�gh� to x�medy any neg].�at wv���h�u�. no�.�a�`, a�zd �n �either
�asa{ �h� c��t o� -such w�rk done o� r�a�.ez�a�.s �u�t��`she�d i��r �.he
O�rne�r or �� th� �it�r ��ia�.3. be de�.uc�e3 f�rotn mon��s ��te a� �o
k��coma c��e to t#�e Coz�t��,��a�. �.
�'he �ontracto�� ���er �pp�ca�ra� of � the "�ng�t���r, ��ha11 r��ti€�r
th� �'i�e �ep�,��men� Hea�Ecxua����s f �x�i�f ic :i�r�ga..r��er #',' ��d •,�ol3ce
�]e�a�.r�m�nt� � �rrh�n �n�► �tr��t �� a�.le� �s �•rec�u�st'�d �;.io .�h� --�lo�e�
ox �hs�r�,���d o� �r�y tire h��,�'2�tx� �s �o t�e mad�' �.t�a��esaik�l��
��c3f wher� �o d3xect�d ��r t��� �n�in���, sha��. ]ceep an� str�e�f
a��'ee�st� or h�ght+�a�s �r� con�i.t�.oz� ��� un�3�st�ucte� u.se L�y ��r�
app�,��tue. �"�h� Co�t�a�t�ox' sha3.�. pa�ompt�.y r�oti��► �k�� Fi�e
D�partm�r�� H�adquax�t��s w#��r� a7,�. �u�li. ol�stru�ted .st�re�ts�
�il�ys� �a� h�dran�s a�� a�'a�x� pl.acec� �ack i.n �e��'�r�ce.
[��xera �h� �ont�act�c�� �.s �ec�u�.red �.o aor���.�ruct tam�o�ax�
br�.���s a� r�tak� othe� ar�an��ment� �t�x c�os��.t�g �av�r� �i.��ch��
or s�a�eas�s, }��.� �r�s�o�asi�i��t� �o� a���d�n�� in conn�c�fon
t�ri�}� s��I� cross�t�c�s ahazl i.r�c].udr tl�a roadway appar�a�h�s a� �
�re�l. •a� th� s�.�uc�ures o� su�h ��ossinc�s.' .- , • ' ,
The �or�t�ac�o�r si�a�1 a� a�.], �f��s .ca�nr�uc� �.�s 'vperatior� �t�d
th� use of� cons�ru�t�.�n znacl��t��r� so a� no� �o dar�age o�e
d��tra� �.��e� a�c� �h�t�bs 1.ocate� 3.n c�os� p��ximi.t� to aar on
th� ��.�e o� �itc� +�+�r��}c, Wh���v'a� any �u�t� �.a��ge xrta� l�e c�o�e f
�i�� Cor�trac#.o� sha1�. ir�tme��.at�I�r ���is�y a�.l ��.�irns ��
prc�pert� a�rn�rs, and no �pa�rn�r�t wi.1� be mad� ��► t�e Owr�a� �.n
,�e���.�r�er�t, af �u�t� c�a�.ms. '�k�e �ar�tracto� �]rxaZ� �i�e �ri.�h �h�
Ex�gin��r -a w��tt��n s�aternen� slxowir�g� a1� such c�air�� a�just��4�
��0--5. E �R�V����ES D�' �ON"��tAC�'OR �N �T�t����� ,AL�E'YS� At�D�
R���i��OF--W,AY; �'o� th,� pe�r�o�man�e of �l�� cor�t�cac�t �he
��n�.�a�to� uri1� b� pe�m#.t��.�c� �.a ua� an�. ������ euch �o�tions
�� th� ����.f� ��xe�t� a�td a����s, ar a�.h�� pu��ic �3.acee o�
oth�r ra.gh��-��-�ra�r a� prov�.d,e� �o� iri tY�� ��dinan��s 'of the
Ci��, as s�howr� in �i�� �ot��ra�t Do��m�nts, or a� ma� b�
s��c��i�a11� �u�ho�ized �z� �vriting b� th� �ngin�er� 2�
���,sanabl� amour�t o£ �oo��F r���e�ia�.s f�r�d equa.�r��rt�. �o�
�vr��t�uc�x�� g�xrpas�s r�a�r �� atared �.r� s�xch ��ac�� b�zt� na mor��
than �.s n�cessary �o a�r�xd d���,�' i�1 �he �onst�uct�or�
op��at�on�. E�c��vated and �ast� m�����a�� s�a�1 be p��ec� or
a�a�3�ed �r� �u�Yt � w�,y a� not� �o �n�e��ere w�th th� u�e o�f
s�a��s . t}�at m�� �� des�gr�a��d to b� le�� ���� ��td uno�����tc�ed
ar�d so as not �.o it�conv�n�.et�ce o�cu�ants af at���,cen�. prop���y .
�f ti�� stree� �� �ccup.�ed by� rai].��}► tra�ks f t�� wor�C sha�i b�
�5-6 L3}
ca�ri�� a� �n su�� man��� as �o� t� i'n��r�er� with �he
�p�ra��an o� trai��F �oading or ��Xoa��n� o� ����� etc. o t� �r
�ont����ors o� tt�� D�rner m�.�, ��r �,�.1 pur�o�es �x��uzier� ��r �,�e
�ont�a��� e�r�t�r u�or� t�� �rr��k �ar�d pr��i��� us�d ���. �.h�
�ontr�ctar �t�d �h�l� �� p�ovid�d a7.� �easona��.� f���Y��ies and
��s�st�r��� �o� t�,� ��mpieti�r� �f adjair�ing wo�]c, Any
additi�na� ��o�r�ds de�i.x��d hy t�e �or�t��ctor far his us� shal�
l�e pr�v�i.d�ci ��► 4�i.rn �t his awn �os� and ����n�e, .
; �5=.�i.7 1�A�LF�AY C��SS�N�S: ��eM t�e wo�}c e�lcro�cY��� �tp�n any
�iq'���o�=way �-�� any rai�+�,+a�t th� Cxt��+ wi��, �acur� �h�
z������a�r�► ��s�m�n� for �he work. i�her� �,�i� rai�.�,+a� t�acks a��
- to be �ros��d, #.ine �or�tractor . sh��.l ak�ser�r� a��. ���
r��u��ti��� anc�� instr����.�ns o� �.h� raiLway -�ompar�y �s �o �h�
�, � m��i�o�s �f �e�farmi�g th� w�rk and �a]ca ��L gr�ca�tions �or
sa��ty �i pz�p��t,y ar�d t�h� �ut��ic. ' N�got�a�ion� t��.�� th�
� �ai�,�ta� cornpani��� fo�r g���ni�s eh�.].� he d�n� by �,r�d t�rau�k� the
� ��.ty, '�h� ��r���a��o� �h�7,7. gi.�re tize �ity �t����� �x�� ��s� th�n
�i�r� d,a�s �ri�x� tv t�e t�m�! af k��s i.r4te�tia�s t� �eg�.t� work ��
th�,�. ��x���o€� af t�,e ��o���� whi�h is ��1�.��� �o- the ��,�lway
�rap��t�e�. 'S`he Coritra��or w�,�l no� b� �iven ex�r� o�
adrl��i�na�. co�rtp�r�sa�.�ot� _�o� such ra�l.w�.� ��assina�s �.�,nYe�s
_ s��c����ally� ��t f��t�Z �,t� '�he �on�rac� Dvc�z��n�.s, ' . � .
� C�-G. S�ARR���.DES, 4�ARt��i�GS A�D ir�,P,T�,�At��1: �f�er� �h� w��k �.s
c��rrked, on ir� �r adj�c�n� -�� any �tree���� a3.1�y� r�r pu��f�
pl,�c�, the �ontrac�or skia��. �.� 2��.s awn ex��n�� �ur�i.sh� er��t,
�nc� r��int�a,��n ��,ch bs�ric�,ri�s, ��r����� �igh�e �,z�d c�ar��a�
si.�nals ����3,X ���vid� sucl� wat�hm�r�� and �ha1.1 t�k� �11 s�ch
��h�r precau�.ior�ax� r��asur�s fo� tt�� p���ect�on o� ����ons or
p�og���.y ar�d �f th� wo�rk as a�re rte�e��a��►. �]��xx�ica�e� �t��
�et�ce:� sh�.�.Y be pai.txte� in a co�.or �}�a't w�.l�. ��, v�s�b�� at
.nigk��..- Fxo�n sur�set to su�ari�e �h� �at�t�ac�o� sha�l �txrnfsh
ar�c� �a�nt��.r� �� least o�e �asily ��s�t�X� burning �3�ht a� �ach�
h����c�.d�. � sut�i.�i�n� n�znb�� a� ��,��ei�cac��s sh��.�. b� ���cted
an� rr��,3.t��ained to keep ped�stx�i��s �w�� �rom� and treh�c���
��c�m �'��ng d��v�n an oz �nt�o, ar�y work �tnder con��rt���ion �r
���r�g rr�aintain�d. '�t�� ��r�trac�or shal� �urn�sh wat�hm�n ar�d
3��ep t��t� a� t�e�r r�spec�i�� �ss�g't��ar�ts �n �uf��.�i�nt
nurnt�e�s ta p�otec� �k�� w�rk �,nd ������ti� ac��d�r��. or d�.mag�.
��7. �nstallati�r�s and p�o�edur�� sha�� be cans�stent� *��t� tk�e
p�ov'k���ns e�t �or�h �r, �h� "�.�80 'i`�x�� l�iar�u�� or� Ur�i�orm
�raf � �. � �qr����l D�vi��s �or �tr�e�s ar�d ��.ghw�,�a" �,��u�d und�r
�he a�xtho�.i�� o� �he "��a�e o� �'�xaa i1[��.�o��n Ac� ���uJ���.�,r�g
��a���.� �n t3ighwaysnM �od�.f�ed as A��i.�1� G7�1d V��or�'� ��viY
�,tat�te�, g��ti��n� sec��.onr be�r�g Sec�ion �1�s. 27 ��9, 30 and
� J. .
CG-� (�)
�h� Ca�t�a�tor �i�� �ot remo�� �n� regu�a��ry si�n,
i.x���.�uc�.i.ona� �sign, st�eet na�n� ��gr�, or othe�r s�.gn wh�ch h�,s
be�t� er��ted k�� th� �i��r. �� �.� �� det��rm�.ned �ha� a��.qn
r�u�t �a res�tav�c� �c� �e�`rn�� �requ�.zed c�rtstxuct���if th�
Cantrac�o�� a�a3,�.� cont�,c� ��e '�`�artspartafcion a�c� Publ.�.c ���]��
de��rtm�ntt 6�gr�� az�d M��e�in�n �ivis3��x ��hon� numh�r
�7 B 0�8075 � , �o ��r�a�r�. tt�e ��gr�., �n �i�� �a�� o� regu�.a�.or�
s�c�r�s, �h� ��rt�ar�.�tar x�u$� rep�a�� th� ��r�an�n� ��c�n t�it� a
�ampo�a�� ��c�x� m�e�ia�g t,�i� requ�rem��t�a o� �k�� �bov�
r��ex�en�ad man�a� a�r� �u�h �em���ary s�gr� mu�� �� ��sta����
�rf�� �.o t�� re�ava.1 0� �he p��m�,n�nt s�,gn. I� �h�..��mpa�c�zy
efg� �,� r�ot� �.r��t�alY�d ccrr��ct],y �� �� '.��t��;'d'o�`s�.no� ,�rc�����."_�h�
��qt��.��d rp��i,��.c�,��.or��� �.he p��c�anen�. si�gr, �h��� �� 1�€� in
p�ac� ur���.I the t�mp�rary sign r�q�,x�r�i�en�.� a,�� ��t. VPh�n
��r���ru��.�on wo�'� 3,� aompl�t�d �o t��t� e�c�en� that ��i�
g��mar��n� s�.gn car� be �e��.ns�a��ed� �tY�� �or��r�,�k.�� ��k�a�l agai�,
��ntact the �fgns and �ar�C�ngs D��ra.�i.or� to are--�nst�,l.7. �he
�err�an�r�� s�gn and �ha�.� �.eave hi� t�r���xa�y ���,�n •ir� .p.�.a��
u��.�.7. ���#� xe-�,r�st�l�a�.i.an �.� campl�t�d.
Tk�� ��n�.�ac�.��� wk1�. ka� h�1ci �eapo�ts�b�e�f�� a�l d�ma�� t� the
w�r1t or t#�e �ul��i� r��� to ��,i�u�'� �� bar�r�.cade�, �3,gn�� .
�.e.nc�e ,. X i�hts , o� v,�a��h��r� ,�.o p�r��ec� , thern. i�i��nerr�r .-
evicl�r�ce is _f�ur�t�` �� �ucYt darixage �o �h� wark ,t�1e �ngir��e�r �nay - �
a�'der th�' ��.mac�ed p�rtion immecii����].�► ���mov�d �,r�d i����.�.��d b�r.� �
�h� Con�r��tar a� �h� ��ri��a����'s own �xp�nse. fihe
�orttr�ctor r a r�s�oe�sfbiZity fo� �.�� mainten�n�� o� ]�arr�c��3es �
�igr�st �e���� at�d Y�ghtsr �t�d �o�r pr�v�.c�€ng �at�h�t�� �ha�l n�t
caas� �xn�il. �ha projact �ha11 have �been �ar�g3.��.�c� �r�� a�cept�d
by t h � �wr��r . .
�o c�r�pensa��on� exc�p� �s s�aec�.��.�a�.�.� p�ov�.c���, �.r� th���
�ot���ac� D�c�r�ents, wi�l �e p��d ta the �o�x�r�,o�o�c �or �h�
�roxlc an� mat���a�s invo�v�� it� th� �vnstr�a�a.r��� �rav��i�g� ,
�n� ma���a�z��nc� a� �a��ica��s� si�r�s f��n�es, and, �.�c�h�s o�r
�ar �alari�� o� �ra�.�hrnen, £o� t�h� ,�ub��quer�t, remo�al �n�
��,spasa� o� such barr�cad��, s�gn� t o� �or an� ,�thex
irt�fdent�,�.s r�e�����ry �o� th� pxo�e� ��at���ion� safe�yr �.t�d-
�onv�nier�ce of �.he �ub�.�.� du�eir�g �t�� cant�act p���.od, as t#�i$
vror}� �s co�nsid��ed to be sub��.�#.ar�r �o �h� seve�a� 3.t�rns �or
wk�i�� un�.� o� �x�snp suzn pri��s are ��q��st�d in ��� prapasa],.
�5--� . 9 U�E Ok' E�C����Y��� � DRO� 4�E���S�', ET�. : Sh�u�c� th�
�ontracto�e e1e�t �.� use e�c��.o�iv�s� drop wei�h�., ��c. , a.n ���
p�os�cuti�n o� ��e �r�rk, t�h� u�m��� ca�e sha�l be e�cerci��d a�
a�.l ��.��s so �s not to er��at�g�r l�.�e a� p�op�z��. mhe
��ntxact�� �ha7.�. natif� t�e p��per repr�s����ti�re o� any�
pt���i� s���ti.ce �or�aora��or�$ ar�y �omgan�, �nc3iv��ua1, �r
ut�l�ty� at�cl t�ie Ot�r�e� f n�� �ess �t��r� �:v#enty-�ou� k��u�� in
�b-6 (�)
�
�dvanc� �� th� tx�� a� an'� �c�i�r�.t� wk��.oh m3.ght .dar�ag�� o�
er�d�.ng�a� t.h�ir �� h�a p�oper��r alor�g �r �,�,��c�nt to ��� wa�k.
"` Y�h�r�' th� u.�e of ��plvs�.v�s fs �o be ���mi�t��� or� �l�o ,��oj��tk
as ��ec�.���d in t�xe �g��i,sl �on����t D��umet��s, o�r the•+�se ��
�x��.�s�.v�s �s �'equ�s�ed, �:he �ant�a�tor �s}�a�� su�mi� noti�e to
th� En�in��z �,t� wr�.�.�n� tw�n�y-�ouz h�urs prior to ��mm�r��ing
�nd sh��.� �urnish �vid��c� tha� h� �i�� �.nsur�n�� covez�,ge to
pra��c� agair��t, ax�y dam�g�s �nd�or �.n j�r���s ar#����g �ut of
su�h ase o� ��,gl.osit►�s. . -
A��. �clairn� .ar�.si�g out of ��e us� of exp�osiv�s �Y�al1 be
�.n�*�atiqat�� and �, �rit��rt x'�por� rnad� ��r the �c����a�tor' �
i.nsur�x� �.� �he Eng�.t�eer wa.�h�.n ter� f1Q} r�ay� ��t�r ����i,pt of
�t�i.tt��x not�.ce o� �h� �Ia�m �t� the �ot����otor f��m �itYt�r _�i��
�it�r or �h� cXa�.mar�t. 'x`h� �it�r shal� �rocea� �o c��ve no�i�e
to the �ontsa��ox �� a�y �uch c�.a�m. ��� use �� exp7�osiv�e�
may �� �uspend�d ��€ tt�� F����,ne�x if any c�m�l�,i�� �,s r����,�c,red
and su�h use si�a].]. r�o� be ���um�d u�x�#.1 th� aau�� a� �.h�
cor�p��.a�.t�t h�s_ been adc�t'es��c�.
i4'h�n�v�� �x���s�v�� are �i:��ed or ]��p�� �h��► �hal� �e stax'ed
i.r� a saf� an� ����r� ma�rtt�r �r�d �,�.� s�o�a�a gia�es sl�al�, k��
p�.a�,nl� _ ma��i�ed "D���E�OL�� E�P�,O���i��" and �ha�� �� un��� the
care�� o£ a�c+�in��ten� t�ra�chr[��n a� aIl ��t��s.� ��3, veh�c��s �,n
whi�'h ��p�osi�res a.�� being tr�ns�orted �ha�l he p�,�i�].�► marked
�,s m�t���.on��3 ab�ve an� sh�.11, in���a� as p����bl�� n�� use
h�av�y ��r�xf��.a r����s. - . .
��-6.�0 V��FZI{ W��`HYt� �,�6�t���,�'�: W��x'� th� *�oxl� pa�s�� ��rex�
#:h��uc�h, ar into p��.vat� gro��rt�, th� O�rn�x� wi��. ��ovit�e such
xfgh�-��-w�y or �a����n�. ���t►,�1�ga� as th� �i�� xnay c����n
n���s���y fa� th� ��o��cut�on �� �h� wox�]�. �ny �,�Id�t�onai
�rig��s�-o��vray o�r wo��s ax'ea �an��,d�red r��ae��a�'�� �y �he
��n��act�r �haY� �e -grot�,#,�d�d � by �im at his ow� ��cpen�e. S�x��
�ddit��n��. r�gh��-�f--w�.� � o�r �ork �a�ea ��,a�.�. b� acqu�r�d �o�
t��e b�t����� a� t�� ��t��,� ��� ��t,� s���l be nati�ied in
w�`�.�inc� a's to the rfgh�s so acqufr��3 b�fare �r�rk ��g�,ns i�t t}��
a��e���r� ar�a . _ ��� �or��raa��r sha�x - r�o� �n��r �,�on �r i�ra�.e
�rope���r ��r� ar�� purp��� wi����t ha�rir�g �r�v3.ot�s�}► ob�a�x�ed
per�n��siort ��om t�� �wn�r ai s�c�t prage���r. '�he ��n�r�ctar
+�i7,� no�. �� a��.1ov��� �a ��o�� eq�t�pm�r�t o� ma��riaX o��pr�v�te
pxop�r�� un�,e�s and unt�l tk�� �peci�i�d a�ppro�r�� o� ��e
pro�e�ty �,�t�ter hae b��n s�cured ifl , writittg b� th� �antrac�or
ana a �op� ��xrr��.sh�d �o th� ��g�.r�eer. ���.��5 sp���.�ica�.�y
pr��rided ot�herwi��, �h� ���tra�ta� �ha��, c].ear al�
rigt��s-a�-v,r�� oz eas�m�n�� �� ob�t����ion� vr}�icl� mu�t ��
x�maved to �n�lc� passi��.� �x�oper p�os�cutiar� a� tt�e w�r1� as a
pa�� a� tt�� project cor�s���xc�io� o����ti�n�. Th� Contr�cto�
sl�a].1 b� r�s�vnsib�� �or �h� p�eservat�on o� afi8 s�h�,�'� u�e
C�-f {��
�v��� �recaut�o� �o �r��e�t damag� �o a1� �r��s� shrub����R
��an�s� 1a���� ���c��f culv���s, �urbi��, and a�� o�h�r t�p�s
o� �t��c,�u��s or �rnp�av�mantsr �o a1� �a�e��,sew�r, an� �a�
iines, �.o ax� _condx��t� t�v��h'ead po�� �.in�s r or �.p�ur��n-an�es
th���o�t ir�c�txa�it�� the �ofls���c��orx of t��t�po�ar� �en�es� and
ta a��. o�h�� pu�],�c o� p�iv�t� �ro�erty alang �d�a��z�� te the
��rk. ' . , -
�`he �on�r�ctor �?�a�l rtc���.�y' the �r�p�� �r��res�nta�.�t��s o€
�wr�ers o� o�cup�.n��s o� ��abl.�.� or ��i�ra�� .lar�d� o�r. .�.r��e�e�s� it�
�.and� wh�.ch m�.ght b�� $���ct,ed by �i��. wark. .Su�h not�c� .shal�.
1�� mad� at �.aa�� �� h�u�rs �.r� ad��,n�� ,o.� �.�t�e,,,,be��.r�n�n�..ot. _;t�he
t�or�C* t�ati.c�s sha.l�. l�e app�.ic�b�.� to b�th gub��.� �,nc3 �r�.vat�
u�i.�i.��► compar���� a� �.r�� ����orati��, �ompany# �n���'�dual, o�
�t�er, ��the� as awne�s or ���u�aan�st whoae .��r�c� o� int�e�res�.
�n ian�i might a��e��ed b� t�he w��lc . '�h� �on��a���� s�i��.]. ��
r�spor��3.b�e ,�o� a].�. da�a�� �� �njury t�o p�rop��t� �� any
�ch��ac�er re�u�.��.nc� from ar��r a�t�� amiss3.'�n� .'x��g�.�et� ��
�isc�n�,uc� #.t� �he �nan�er o� m�th�� �or e�ce��.t�,�� o� the �to�rk,
o� at atx�r ti.m� due �.a d�feativ� v�ork, rna�.e��,a1� �r �q�ii�m��tt.
wh�n ar�d t�th��e �,�n� di�rect or inda.��c�: �� i��ury i� �o�ne t�o
pu]al�.�� ��e, ��i�ra�e p�o�.�rt��t �r� a��au�t �� �,r,� a��� �m�.�siot�,
n�c��e��, �r �iscar�auct �,n �he �x�aution o£ �in� �a�k{ o� �.a
cor�s�q��n�� o� the t�o�-��c��u�i�n �h�r�a� �� _ t�te p�r� �� � ttte
��t��.�a�t��, t�� sh��.x restare or k�av� x`�st�r�d at his .�wr� c���.
and ��c��r��e su�Y� �roger�� to a candi#.ion. at l�a�t e�u�l. to
that ex�st�ing be�or� su�h da�nac�� ox #.n jury was dar�e� ��
rapa��i,r�g, re�u��din� f or o��er�ise ��pia�i.nc� �.r�c� r�starir�� as
ma� �� ���e�ted t�y t�e Ow�ter � o� t�� �ha��. ma}�� go�r� su�h
d�,rnag�s n� �,r��ux�� �n a marrr�e� �cc��t�.b�.� �a th� o�aner a� �Y��
�xope�L-� �r�c� �h� En�in�er. , �
��.1 �enca� �ncounte�red ar�d ��r�ov�d d�r�r,� �an��.�uctian o�
�hi� p�o���� ��ia�.� be res�oz�d �.o ��te ��ig�inal or � i����e�
ti��n o��g��a� c�nd��ior� up�r� c�t���e��on �.� �hi.s �ro�ect.
1W��n wk r� �� r�c i. r, g# e�.�.�t�� wire m�s� or ba�rbec� w� r� �, �� o be
��ossedt �h� �or�t�ra�to�r �1��,�.�. s�t �r��� braceci pvs�s ax�
��.�.he� �iae o�r p�r�anen� �a�e��nt k�e�o�� th� ��n�e ��� cut,
�hau3�� add��.ic�na� �en�e c�.�s i�� r�ec��sa�y, �h� �on��a��or
si�al.7. p���x�de c�oss ioraa�d ����.� a�t p�ir�t o� �h� pr��ao��d
��� ir� a�8i��an t�� t�he cros� l��a��ed p�s�s provided �t, t�e
p�rrnanen� easements �.ir�its � k���or� �h� fe�xce �.s c��.
'��mpo�ra��r ���c�.t�� sha1.� �e e�ect�� ir� plac� a� �h�
rema�r�d wh�never �h� warl� #.s no�. fn p�:oc�r��� ar�c�
s�.�.e i� vac�t�� overn�.gh� f ar�df�r at all ��mes t
1iv�s�.o��C ��am ente���� �.h�� �or�st��c�ian a���. Ti��
�er�ce �remava�{ t�rnpo�ar� c�osures ��d �r�place��t�t
sui�si�dia�� to t�e va�`���� it�ms b�.d �.n �he
k �er��i��
w�era �h�
� p�evet��
�o�t �vr
shal.l b�
pra��ct
�
C6-�6 ( 7 }
g�aposal. Th�r�fare� �.o s���rate ga�nte�t sha7.� b� a��o�a�d
��r an� .���vic� �,a��ci���� wi�� t�i�s wo�][.
'• �n ��se. c�� �a��u�� on tize p�rt o� t�� �on�ra�t�or .ta resta��
� su�h pro�e�t� �t� r�,ake g�ad st�ah ��,mar�e o�r in�ur�� 'tl�� Ow��r
t�na�,� �tpa n 4 8 h�t�r k,*�itt�tt r�o�.��� uncler o�di.nar� ��.��urr�et�nces t
�- an� �wi�k�ou� �ot��� +�,�hen a r�uisance ar h��ardaus oon�it�o�t
- resu�t�, ��ocee� to x`��ai�� re�uild� o�r dth��ewi.e� ��s���e su�h
pr�p���y as �nt�y 6e d����m�n�d b� �he Own�r �o h� r���e��a�r�.
• a�d -�h� �ost t��r�b� wi�], he �,�duct�d �r��n �n� �to�ies ��e c��
� t� ���co�� due t�� �h� �or�tra�#.�r ur�d�r th,�� Cont��.c�.
. ���6. �.1 ���?�PE�T1]Et�� �0►�T�A��'OR: �t� i� un���stooc� a�d a��re�d
;� by the ���t��s i�a���a �h��. �onix�a�ta� �sha�� p��:�orm a-Z� �a��k
a�d ser�ri�e� h�����nd�r �s an iz���p�nd��t� c�n��'a��art ar�d n�t
-� �,s �t� o�'fi���t a�e��� servant o�r emp���r�e �€ t}�e Q�t��r.
- ��n�rac�.or ek�a�.�. have e�tcL�si�r� c�r�tx��1 0� �nd ��ie ex��usi�r�
�{- x'igt�� t� ��r�tro�. the d��ai]�� ot �.11 th� wo�k ,�r��, sert��c�s
pex'��armed h���und�r, as�� a��, pass�ns p��fa���.n� s�,t��, at��
• s�t��,�. k�a ao���.y ���p�nsi61� �a� �he a��� and o��,ssiar�s o� it�
� ��ficez's, �,��n�s f s��var�t�, e�rrp].o��ees,� co��r�ctv�s,
� a�xk�con�r�ct�v�s, ��.�er��e�s �r�� �.n�it�ee . �'h� doc�r�r�e �f
� respor�d�at s�tp���.o� si��,�,]. not ��p��r �s b�tw��n Dsvn�r �trd
C�nt-ra��.�r, i�� �ffic���;. ���n�s � �mplo���s, .con�r�ct�ra �3�d
:� subco�ttx���o�sx _�and x���hfne� h�r�in �h.��l' �o �a�stru�� a�
• c�reating � ��r�n�rsk��p o� ��i,nt er�t��pris� b��w��a �wner �Md
��n�'����.�z.
�G-f�.�� �OI�xR��TOit'� �tE61�C3I��SB��,��7L FOF� DAMAGE ��ATMS:
�o��.�ac�or. cav�r�an�e �,nd agr�e� t�o, �nd �doe� h���b� inder�riif�r�
h��d k�a�rn�.ess and def�t�d Awr�err '�,t�� o€fic��s, a��ntst
s�r�t�,�,�s, ancl �r�p].o��es �r��n and •a�ai,ns� �n�' att �,�� clairrt� ar
sui�� �or � ����e�t;� dar��ga �r �,o�e andf�� person�,X �n�u�r�f
inc�,ud�txg d�a�h� �o any' and a�.�� pers�r�� f o£ wt�at�o��r�x� kind or
�ha�c����r f wh��h�r,�'r�a]. or a,���r��d, -ati��r�g �ou� o�� o� in
conr��c��.ori wi�i� f d��e��3.� o� xrtdi����.�y, t�� w��k and ���rvi�es
�a b� ���r�orr�ed h�r��n�e�r by �ar��x�acto�, �.t�e ��fi�e�rs, ag�n�s,
empl�y��s, c�z�trac�ors� �ubcan��ac�a�er ���ett���s �� i��cr�te�s,
w�athe� �r rrot� caus�d, in who].�e o�e �r� pazt, ��r a�l���ad
n�y�.�ge�nce on the gart �� ���i�ers, agen�s { s�x�vart�s t
��t��.��e�s r �on�r�,c�a�s; su���r�t�act�rs, �.�.cer�nees and i��i�e�s
o� �}�e' owr���; at��, ��id Cor��.x�ctor do�s h�r�i��► co��na�� ar�c�
�g'��e �o as��m� a�l lia�i].it�► �nd re��o�s�biiit��r �� ����r, ita
of�ic�r� ag���s, se�vants and er�p��y��s �v� prapert� dam�c�e ar
�,�s$, �nr��ox' p�r��na� in����e�r in��.ud�ng ci��it�t �� an�► and
all ���r�ons �f wh��.�soev�r kir�c� ar ch�rac�er� �rrt�retY�e�r rea7. �r
�s��rt�d� a�#�ainq �vt �� ox ir� conr��c�i�r� t��th, di������r o�
�.ndire�tl.�� �h� v,�ork and ��rviaes to b� ��r�ormed h�re�t�d�r ��
�ontra� to� t ita Q�� kC��5 i �c�er�ts �mp�o]r��s r cor��t��icto�s �
su�acont�a��axs� ��cen�eea anc� lI1Vl����� whet��r o� not c�.u�edf
��-�4 � � �
�� w�o1� o� �n p��tf �� a�le�ed n����g���a a� o�f���rs�
a�e���� �erva�ts, e���o�e�a� con��acto��, sub�o�tracto�s�
�i�ensees or �nvf�e�� o� the �w��z. �a�tract�r 1����k�e
�ave�a��s �n� ag�ees �of an� deen ������x i����n��� a�� hol&
h��rnl�ss O�n�� �so� ��d agains� ��� a�d a�1 �n��x�e��xo�s ��
damag��. �a gra�ert� o£ �h� �wn�� d���.n� tt�� p��r�ormance .o� ar��r
�f the t��m� anc� �ond�.�ions o�-�h3.s �an��a�t, .wh�the� a��s�M�
�out� �� o�` it� co�tne��ior� w�th o� �esu��.inc� ��rozrkr _�n whol� or i�
partr az�y a�� a3.J� al1��e� ac�s or om�as�,or,s�a�.o��i��ret
�.c���ts f s.��t��,n�s, emplo��est ����.�actars f , �ub�ori��r'a�tc�rr,
�#.���se�t oar �.�i��.�ees o� the ��r��x�, . � .
�n th� �vent a w�it�er, cla�,tn �a� �1ama�es agains�t t}��
cor����ctor �� it� subcart��aato�s �er�a�.ns ur���t��led a�. �he �im��
�.�.�. �ra�r]s �z� �he px�oject has ���� coz�p���.e� to. �h� �atf���cti�n
a� �.h� D����tor o� th� F�ater D�p�.x��.rnerr�,. as �vi��nc�� k��r a
���a�. �.r���.p�c�ion, �ina�, pa�rn�nt �o t��e. Contr���or ahaZl not be
rec�mrnenc�e� by th� ��.re�tox o� �h� W�t�r �]�p��tm�nt� ��a� a
p�r�o� o� 3Q daya �,fte� the da�e a�' su�h�_�f��a� �t�,spe�,tiaz�,
un�.ass th� �ontr�,c�a� �ha11 �u�����w��.��.�.er� �rr�.d�r�ce
��,���fa��ory �o �:h� Dir�ctor. �hat the c3.a3.r�t_ha�, be�n •s�ttl�d
and a��l���e h�,s be�r� ����,kr��d ��om �he c�aimant invo�ve�-.
�� th� a].aim cor��a�r��d r�m�,�n� �xrisett��d as o� � tl�e ��cpi.�a��on
o� th� above 3�--day �e��o�i, t�ie �or�t�ra�to� may b� ���o�ied to b�
�nti�.�ed to a s�mf--fin�� �ayz�►�t�t �o� work �amplet���t ���c�t
�erni-�inaZ p��r��r�� to �e �.n an arnoun� equ�.l t� the �ota�
do11�r �mot�r�t th�r� due 1�es �he dc���.�,� �ralue o� ar�� �r���t�n
cl��.m� �ending aga�.n�� t�� Cor�t����o�r a��.s�.ng �u� o� th�
pe��a��an�� a� �uch wo�r]cr and �uch s�mi��ina1. ��,�r���� m�� tY�es�
b� ze�omr��r�d�d by �.h� D�rec�or,
�h�� Dir�a�.ax� �ha1� no� re�arrkm�r�d �ina� �aymen� �o a �ontra��a�C
ac�ainst �rhom �x�ck� � c�air� �or c�ar�tag�s �.� �t����and�.ng far a
"p�x��.�d af six r�anths fo��awin� �t�� da�e o� the ����p�ance o�
��i� w��]� pe�fo�m�d t�nl�ss �t�e �o1�tr���o� �ubr€ti.�� e�*it�er��e �n
w�itinc� �a�i��a��o��► to �ine l���ec�.ox th��:
1� Ti�� c�airn has b�er� ��t��,�� a�d a z�7.eas� �a� be�n
ob��a�n�d ��om �h� c�.a�man� �.n�rolv�d� or .
�. G�ad �aitt� e��o�r�s ha�r� b��n �a�� to s��tl� �uch
ou�.s�.�.ndinc� c�.a�rr�s,, and �uc� good f€�i.�h �£�o��s
hav� fa�.�ed,
�f ��t�d�.t�on (�.) abov� is m�� a� arr}� ti�� W1��11I3 t�e s�x r�onfi.h
p��i�dF �.h� Di�ector shall recor;ux�end ��a� th� ��,r�2�1 p�y�n�nt tr�
th� �ontrac�o� b� rn�,de. z� conc����on ��� aba�r� �s �tet �� a��
��m� w�ti��.n th� six montri p�ri�d, th� ]�i��cta�c �a� r��omr��z�d
t��� �.�� �i.na� p��rm�r�t to '�h� Contract�r �e m�t�e. �,t the
�
�
C6-6 f9�
�xpi�a�ion o� �h� �i�t m�t��k� ��,��.od t�t� �i����or r�a� re�ommend
that �a,t�aZ paymant �� m��� i� �1� o�h�� wor� �as �e��
p��r�orr�t�d �r�d aZ�. ott��r o�l�gatxon� of_ �1�� �ontra�tor h�,ve
h��r�� m�� t� �he sa���fa�ti�n o� tt�e B��ect�1�. •
.. �`�� D�x'�c�or �na�� •�,� h� ����� i� �pprvpr�a�.�� ����,s� �.o ac�e��
k�ids �n ot�,�� W���� D�par�m�nt �ontr�,�t �,*��k from a C��tr�,�tor
�agai�st �rho�n ��3.��.m f�� d�,�na��� is o�a�s�ar►dfr�g �� a�r�su�.� o�
v,fori� per�or�a� uz���x� a City cor�t�a��,
. ��-fi:� 13 �O�T�tACTo�' S ��.��� ��� DA�AGE�: �}��uld th� �on�ractor
c�.�,��m c�mp��sat�r� �or ariy �l��ec��d, d�ma�� b� r�a�on c�f �%e
', a��� o� omis��.�ns o� ��� �wr�er, he �h,aXl wit�in ti�x��� days
a���� �h� �c�ua� sust�ir��.n� o£ ���� all�g�� c��,�ag�, m�l�e a
_ wr�t�e� stat�m�r�� t� th� �ngin�e�, s����n� au� �r� detai.� •�h�
r�a�.ure �� t�� alX�ged d�mage, and on �r b��ar� �.h� ���h d�,�r ��
�he , rt�otx�h $���e�di �,g th�� i�t wh�.�l�j ar�}* au�� da�n�g� �� �iaim�d
to �:acre ���� �u��,����3,� �h� Con�ra�t�� sk��1.]. fi�� wi�.h �he
�ng�.�n���� an i�ezni.x�� �t��.�mer�t o� th� c�,e�a�l�s artrl ar�otxrit of
such a�l.�get�i d�m�ge an�,, �pon �ea�t�st, si��Y� giv� the Engin��r
acc�s� t�o ��.1 bo��C� of ��co�nt� rec�iptsr vouchers, ba.x�� o�
- �.a��ngr �,�� �th�� lao�lr� or ��pers ��n��i��.ng �,n�t �tt��,�nc� as
� t� ��� �rnount o� �uc�� a1Le���, d�i��g�. Un3.��s �u�h �����m�n�s
sh��l �� ����d s� ��x�einab�v� ��c�uir�d,- �h� Co�n�rs�to�',s . �l��m
�o� ca�pensa��on sY,a�i �,� wa�v�c�, ��d h� �aha1� r�o� �� ez���it�ed
�o p���n�nt or� ac�o�sr�� �f suc� da�a�e�.
C�_-6.14 1���[]S��+i,��� �R R�������0� 0�' PUBY.,iC U���1���ES� �TC.:
�n ��se it i� ne�es�ary �o ch��g�t m�v�, 'o�r a3,tar i�n a�n�r
mar�n�r �he p����r��r o� a Q�L�1ic t��i�it�r o� ���te�'s� the said
p�vp�r��r s�a�1 r�at he move� a� ir���������, wit� unt�l �rde�s
th��eup�n _ h�ve �e�n �.asu�d by �k�e �nc��n�er. �`h� �ight i�
r���rv�d �o t�i� owr��x�s o� puk��i� �,�,il.i��.es �.o �r�t�� ��e
c���g�a�h�ca� �.it��t� �f ��� �ontract �or ��� ��trp��� �� ma}c�.r,�� �
��xch �hanc�e� or r�pair�� �o th��� ��aperty �hat �ay k�e�
n�ce�sary ��r t�he �a�r��rman�� of �Y�is cant�a��,
CG�-6. �,5 __�Ei�iPpF���tY' �EWE�t At,TD ���L��N �O�N������]5: �'?�ex� ��eisti.r�g
sev�e� 3,�r��� �a�r� to be �a3�en u� o� .r�moved� �.h� C��tr�,�to�
�I�a�.�, a� hi� owtt� ex��n�e �nd ����, ��ovfd� an� mair���,fn
t�mp�r�r�r aut��t� �r�d �or�r�ectiar�� �ar a13 pr�va�� ox p�,bl.ic
ci���ns ar�d s��re�'�. -'��e �on��,���ar sh�.�.l a�s� �al�e ��.�e o� ��.1.
���ra�e and dr�,#.r�a�� �hic� wi�l he r��e�.ved ��om �h�s� d�ra�.n�
a�d s�v�ers, anr� fvr. t�,f� purpos� he �hal.l ��o�ric�� ar�d
ma�r���„��, �t his a�tn cos� �,nd ����n��, adecrua�� pumpi,ng
�a�����i�s and �.�rnpora�y �ut�e�s or �,i�rersiot�s.
�'t�� �ontra�tor� at 1��,� o�n �t�s� and e�tge�s�, sh�l� car�s���zet
su�h t��u���, ��p�s, or ot��� str�,�tur�s nece��ar�, arid b�
��`����rec� �� a�,� �i.m�s to dispase o� dra{n��e an� sewag�
�
C5-�6 � 3.0 l
z�� eived �zom �he�e �e��ar��� �onn�ct�ons �n��l auch ��m�� a�
th� pe�m�n��� co�ne�t�o�s a�e �u��� a�� a�e i� se���ce. ���
e�cistinc� �ew�r� �nd car�n�c��arxs �ha1Y be k��t �n s�rvic� �,nd_.
mafnt�;ir�ed �t�der �.he �or�t��a��,� ����p� wt��r� �sp.����ied' o� '
o�r�er�d to. b�e �.ha�d��xed �� �t�� En�in�e�'. A�Y .w����f sewag��
az�d o�h�� wa�te shai.� ��e dis�os�� a� tn a��.txsfa�tory mar�t���r
�o that no nui.san�e �.� ��re��.�c� an�d so� �hat.th� �rark under•
�or���ru���on �ri�.l �e adaqua���.�r protec�ed.� . . - _
� � -- � . � 6 AR��1t��E�'lEt��i A�T1� �H�1, r��E s FD� w��E�t ,.�' UR�T� 6 �TE� , B1� "�'HE _
C���: �h�r� �h� ��n�ractor d���r�� ��� use�-C��t�•;•,w�.�•ex� �.r�
cont��c�i.��n with any �ons�ruc�i.�r� w��}�,� h�-� sh'a�l •mak�e ,�o�ip7,et�
�,�c�' aat�.��a��o�y arra�t�erner�t� �rr3.t�h �h� �`o�� V�o��h �it� Wa���e
Depa��.r�terxt fa� s� do�.r�g.
C�.�� �,*�ter �u�ni.shed �� t�� �ontr�at�� �ha3.1 k�� d��fver�d to
�h� �ant�rac�o� f�cvm � co�tr���t�ot� on at� _existir�g ��t�y rt�a�.n.
�,�.� piping r�qui.�r�d ��yond-the poa�t�t o� d�iiv'er� shai7. !ae
�ns�al�ed �y tk�� c�n��acto�r a� his �wn ex�e�s�,
'�h� �on�.rac�or' s r�spor�sib��.it� i� the us� �� 'all ��t�.s��,x�g .
�#.�� ��rd�at�t a�a�o� �►a�v�� �.� d��.afl.ed �,n Se�tior� ��-�.� US�
O�` �`�R� 1��DR,ANTS A�L} V�LV'�S �]n the�e ,Gen�x`aX. C�r��.�act,.
Docurr�e�t'�s . - � . . � , . . , , , ,
V#Fien m�ter9 a�� us�d '�o m�asu�re �t�e w�,�er, �ha et���'ges, ��
an�, �o� wate� w��.]. �e at t�e x'�gu�,ar es�ab�.is�tod rat�� . F�he�
r�e��rs are .n�� us��l, th� c#�arg�s f� ��c any�# w�.�.Y �� ,�s
pr��c�ib�d k�� t1n� ��.t� O�r�,�zx�,nce� a� w��:r� no ��rd�.nance
a,���i�s � Pa�rmez�t sha�.� be made on �stimat�� �.t�d rat�s
es��i�l�.shed, i�y �he Di.r���o� �� �he Foz�. �or�h 'Wat�r
Depa ��.��n �.., .
��—� .17 USE �O� � �E�TZ�N Qft P��TIQ�T O�' 'i'HE �;Oi��{,: W�iertev�rr �n
�he opinio� o� �h� �ngir����� a��► ����i�r� o� p�r�i.os� o� ��re
vto�]� a� an� ���u�tu�e �.s �n sui�ab�e ��nd���.or�� it ma� b� p�st�
into. us� upa� �.h� w�ittett o�t��� o�f ��� "�ngit��e'r� ar�� �ucY�
usac�� �ha�.7. r�ot. }�� he�� �a �e �.n �n� way ax� aa�eptar�c� �of s�id
wa�k vr ��t�u��u�� �� a�y� p���. ther�o� or as � wa�ve� of at�y �f
�he p�ova.sians af �h�a� �on�xa�� Da��rn�nt�. A�]. r�eces�a��
r�pai.rs and �rerna�a�� �� aay s�ctior� o� �.kt� wo�ck sa p�t intv
u�e, c��e t� &�.�e��.iu� �a�����,7�s �Y �+c�rS�r��r�ah�p. equ�pm�n�� ��
�a de��c�ent o��rat�on� o�x �he pa�et� o� tk�e �at��rac�.or� s�a�l
b� perf�rm�d �1�g t�e �o��xactvr a� Y��s owr� aexp�ns�. - ,
��-�5. �B c��mRA�'�oR' s RE�i�03�������'�� F�� TF�E �4��t�: �Jntf�
writt�r� a���g�ance �� th� �wn�r a� p�av�d�c� �or �,n �.Y�e��
�����ract 1�o�um�nt� t�Y�e wc��3� shal� #�e und�� t�� �i�arg� ar��
�are a� t�ie car�t�a�tor� �.ri+� h� shall tak� e�rery n�cess�+-�
�re��x��ion to px��'�n� in�ux`y vr dama�� t� th� wo��C �r any �art
�
�`�-6 [J.1 i
�her��� by ���iot� o� �.iz� e�em��ts ax' ��om any 'c�t�se
what�o���� f �rh��h�r �x��sing �rom ��i� exe�u�ion �� �on�x�c�t��on
o� �he w��}�. �he c�r��ra�t�or sk�a��. ��bui�.d; rep���, r��t���r ,
and raal€� c�o�d �� k��,s o+�r� exp�ri�� �,�� in�u���s c�� darc��,ge� t� �an�r
go�tivtx o� �h� war7� ��.��sio��� b� ar�y �f t,�e h�rein�.b�v�
car��e�. - .
�5_-� .1. � 2�� i��,ZVER O�' ���A�i., Ri�H�'� :� �r�sp���i�n by �.h� �ng�.n��z
�z any ard�r b�r ��e Dw��r by �a�rrn�nt o�' mon��r �r �,t��r� pa�rsti�at'
�ar' �� �c��p�an�� o� �,r��r work t or ar�y �x�.�n��on o� ��m�� , or
ar�� �o��ees�.�n t��Cert �y the �i�� aha�.�. no� op�xate as a w�,�v�r
o� any pr��riszon of �h� ��ntra�� �oaum�z�ts. �n� �r�$�r�� a� �.n]�
bx��a�h or �ar��ra�� st�a�� r�o�. �� Y�e�.d �o �e a vta�v�r o� �z��r
s��.h�r a� ���sec�uen� k�reach. � � -
��h� D�,+n�x` r�s��v�s �kt� ��a��� t� �orr��� a�t�r �rr�r t��,� may b�
d�.t���v�r�d 3n ��� e��im�t�e th�,� rnay t���r� been pa�c3 �,r�d ��
ad�ust �k�e s�m� to �e�� �h� �e�qui��zn�nts o� �h� ��tt�r�c�
�o�umen�s.
���-G.�� ���sor�A�, ��������� o� ��r�z,�� or�zcx�s: xn c�r��ing
o�t the. ��rovi�i�r�� o�� �t��s� �or��.�act ���umerr�� o�� "i�,
��cex�cisin� at�� po+���' �a� au��o�ity ���r�t�cc �h�x`eur�d�r, t.h��r�
sha1X �a t�a 1ia��,��t� u��rr �th� ,-�,u�hori�ed repr�s�n���i��s �f
�he Own�r, ��tt��r ���sana���r ar ��h��at��s� �s �.h�y ��r'� agen�s
ari�, x��p��s�.r��at9.��� o� ti�e �ity.
C�--G ,�� STA'�`E 514,�a�S "�AX; Ori a contra.c� a�a�rded by �h� ��.ty ��
ro�t Wa�t#�� ar� o�cg�r���a��.on +��r�at� qu�1��i�8 �or �x��tptio�
p��suar�� th� ��rauisions a�' Ar��c].e ��.q+# (Hl �f ��� �e���
L��it�d Sa��s, ���i,s�, an�i i��� '�ax Aci.� �h� ��r�t����ar �r�,�
�urchas�� ��nt �r l�aae �1]. r��te�ia�s, ��.p���es ar�8 ec��,zpm�nt
usec� or ��t��ixm��i �.n �h� �a���or�at�c� p� th�� �antra�� b�
.i��uin� �o h�.s �u�apX���r a� �xer�pt�ion .�e��.lfica�e in �i�� ��
t#�� tax, sa�d e�cem�tion �er�if��a�e ta �or�p�,� ��,�1� �t��e
�ort�p�ro�ler' � 1�uYinc�� . 0 ��" . A��r �uc�t ��c�mp�ion ���ti�i��te
�ssu�d by the Cont�ac�ar �r� 1ie� o� �.h� ��� �hai� b� �u�j��t,
to aac� s��,�.� �o�g�y v,fi�h �he �rott�.sions ��f �ta�� Co���ro1�e�'s
F�u��ng .��,�� an� ar��► oth�z a���.��ab�,� ��.at� ���gtr��.l.er
�rulinc�s p��ta�.n�.n� to ��e �ex�� L�.rni.t�� �a].�s� �xc�se, ar�� �s�
"�ax �c�.
�n a�ont�ac� a�rarc�ed b�r � d�v�lo��r fo� tk�� �vnstr�r��a.�n o� �,
�ui�J.�.cl�-vwn�d irr��r��r���r�t in � si����t ��g��-a�-vray or o�.h��
�a�sem�n�. whi�h has �e�r� d�d�ca��� �� ��� �ub]�i,c and �l�e ��.��
o� F`art �o�t�i� an �rg�,��za��.or� �kx�.c� qua].�.�i�s ��x exemp��on
pu��u�rxt to �he pravi�ion� ��. A.��ic�.� ��.�� (H} o� �1�� ���a�
�imit�r� .�a�.es, �x�is�� an� [Js� �'ax A��r the ��nt�����z c�r�
��rob�b�� �� e�c�mp�ec� �n the sar�� rnanr�er s�a�ec� a�o��.
C6-�G ����
.L�m���� �a��, Excis� an� U�e �ax p�rm�ts and ���or��tfan catt
be obt�axnad ��at�:
_�orrtp�aro�.�.�r a� P�b13,� Ac�au�ts , . ,
• Sai� �'��c I}�.v#.S�on � • ' � .
�a��to� �t�at�on � ' . �
. P►u���.r�� 'i�C . , -
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�A�� � Y G�N�fiA� �O�D�T�O��
C7y7 ��D5�����b� A�D ��O�RESS
SE�T�O� �7-7 P�����U�Z�� ��D PRO���SS:
-- . - - - � - - .
�7-7 .� �UHL�T��t�G z �'h� �ar�t�actor sha7.�. per��rrn w,�t� t��,s o�rr�
�zga���at�or,, �,nd �r�th �he as�i.�tanc� �f �x���Ctrian ,ur���� .�t��s
ir��ed�.a�e sug���nt�fl8a��e, �r��e� o€ a�ra�ue o� , no� :l��s -th�n
�i�ty {���5) gerc��►� �4� the �cr'�,1u� �m�r���d'-�.tt the �on�ra.��...• Z�
�he �on.��a�to�` �uk�1.� ts az��► par� �� �he, ,w��}c �to �e- _d�n� ..�xnd�r
t�esa Cont�act D��um��xtsr k�� �wi�.�, �t��. under �n� c��cu�n��ances
�e r�L�ev�� a� the �es�t�ris�bi].��� st�t� �hl�ga�ion aaau��� ur�d�r
th�s� �or�trac� �ac�,r�er��.s. �7.]. �r�,r�sac�xons �o� �he �ng�.�x�ex
w��Z �r� with th� �ot�t�r�et�o�e, �ubcan�.ra��o�s wfl�. be
cor�side��d ot�l�r �.n t�he ca�ac���► o� a�p��y�es or worlc��n o� th�
��r�t�ac��r anc� sh��1 k�e �ub���#. �o �h� s�rne ��c�uir�:�er,�s �� t�
�hara�tez� and c�r�pe��nc�. Ti�� Owr��� w��.� �ot recogni.z� any
s�bc�n��ac��r �z� �.he �ro�k. �`kte �or���a��o� �ha�.�. at a�l '�irnee�
wh�n the wa�'f� f.� i.t� o�e�a�.�on� �� r��r�santed eit�ar �zt pe�r�ott
vr b� a suge �r i�,�ende�� or a�her des ic�n�te� �•�r�pres�r�ta����es .
�7-7 . � AS����itd��T - O� CQhi��ACT : , �i�� ��n��ac�o� sY�a�.�. �iot
{�ss�gn� �tr��isfer� �u�iett cor�ve�t �r o�k��r�ris� �fs�ose of 'th�
�or��ra�t� �r h�,s x'�.ghts� titx�, ar int�r�st �t� ��' �� tY�e same
or an� �art �h��'�of wi.�hou� the �reviaus consent o� t�� Own�r
�xpre�s�� by res�lu��an o� �.h� C�ty �o�nc��, �,nd conct�rr��. �rt
hy the S�xr�ti�s. �
x� �he Cor��x�ac�o� d��s, t��.�i�o��� suc� pr���ou� c�t���nt�� assign,
�r�ns�ex, suhl��� �on���� �� a�k��r�ris� di,��o�� �� �he ��nt�ra�t�
o� hi� rig�h�� tit�e� �r kn�.exe�t ���r�i� or an�► �a�t� t#��r�af,
to an�, �a�rson �� pers�t�sf p��rtnexs�tig, cort��a�n�t �irmt �r
corg���t tor� � or do�e I�y i�ar�k�up�cy�+ vol�x��ar� �� �nvolur�t�ary.
a� �� ass�,c�t�m�n�t u�x�e� th� �.na��.vanc�► �av�� o� �.r�y s�a�.e�
att�mpt �.o di�po.�� o� the �on�ra�� m��►, at the o�t€ot� o� t�t�
C�w�e� �� ����o��� and annu�J.�dx ut��.eas the Suit�ties sh�I1
� suc�ess�u�.ly� ����pl�te �aid c�ntract� a�,d �.n �he e�rertt �� any
st��� �e�raca.ta.an or a�nrxlm�n�.� ���r, monies d�x� o� to ��aom� ���
�nd�r. ar b� virt�� o� sai� �ontxaet ah�1� b� �e��.a�.r�ed k�� tY��
D�tner a� �.fqui.d�.�ed dar�ages �o� �h� ze�,sor� �ha� �� wo��d be
�.amp�actica�].e ar�d �x��em��.�r c����icu�t t� �fx th� ��tua�.
dama+��s , .
�'7 -'� . � �ROS��i�����1 �� 2I�E WO��: Px�or ta l��g�fltl�.ng �n�
aozx�tru�t�.�r� op�rati�� f�i�� C�r����c�o� sha�l s�l�mi� t� th�
�ngine�r it�� �ive or m��e �opi�s� �f r�qu�st�d b�r t�� �r�gi���r�
�, �rogr�ss �ch�duxs pre��ra�l�r i�s �ha�t or diagrar�t �o��em� or a
b��e� aut1.���.r�g �n deta�.1 �,nc� ���� by s��p �he rnanne� ��
�7�7 {�.�
�,
�ro�e�u��.�t� �he v�o�1� and a�d�r�rig m�t�r��,�� a�d �qx�i�m�nt
�r�ic}� he ��pepts �o f�Z��w ir� ord�� �o �o�ple�� �h� p,�oj��� ,�n
t�i�e ��hedu��� ti.m�. Ti�era sha�.i a�so�b� sttbm�.tt�d a t��Y� o�
�s�ima�ad amaun�.s, �o �� e�rr�ad b�r �i�e ��n�ractox' du�ir�g �a�h
aro�t���y �s�#.mat� ge��ad. -
�`h� �antr�ctar sh"�,11 comr�an�� �the•�ror�c �o b� per�a�med und��
th�s. ���t�ra�� w�t��n .the �im� l�.�nit ��a��:c� �,r� thes� �ar��x`ac�
Da�+����t�� a�xd ��i��.� �ar��uct th� wark ir� a c�r��inuou� mar�r�er
�nd `witk� s�tff �c�.�r�� �quipm�nt, taateria�s, and ].��t�r a� �s
ne��s�a�-y t� ��,��re' i�� cam��.e�ion w�th�n t�� ��,tn� Iim��.
"��c�'����qu�n�e �eq�xe��ed �f a��. �or�st�cu�t�on op�ra�fons sha�� ]�e
�t ai�. �.��x�� �s �aec��i�ed in th� S�eai�.�. ��r��xac� Do�umen�s.
A�y de�r�ati.on ��om s�u#� seq,��r�cir�g sh�x� be� st�brr��.tt�d �.o the
Er��.�t�e�� f�z- h�s �ppx`ov��].. Cc,nt��ac�or �i�a11. no� gro�eed �t#.tM
any d�v�at�,�r� unti�. h� l�a� re����r�d �ri�t,er� app�oval �rom t�,�
�*n�i_r����. S�r�h spe���ic��ior� or appxo�r�el by t.h� �ngit��e�
sk�a�,� nat �eY�.�v� �h� �an�ra�toz �rom �h� iu�.7. r�span��.�ili��
a� t�i� �omp���e �e�f�o�man�� �f t�he ��n��ac�,
Th� cant�r�ct tfm� m��r be
�7�7.8 "E�€ter�s�o�n �� Ti.m
�nc3 �,a prag���ss� �ch�du�r�
coixtx�ac� ��sr��. - �
ch�.nc��d o��� as s�t� �o�th in 5����on
� a� �om�l��ion^ o� th�& Agr��r�ettt,
sha11 �o� �on�ti�ut�e a cl��.ng� ir� �:he
C7-7. � �I1+��TAT��O�S _�I� Q�E�tA���i��: �'�e workirtg op�rati�ns
sh�l�, a� a1� t�.rnea b� candu��.ed t��r the �ont�ae�o� so as ��
��'�a�e �. xn�n�rnum ar��unt o� in��r�v�t�ien�e to �tt� pu�xi�.� A�
�.tt�r t�.me w�er�� �r� �h� �udgr��n� of �.he Enq�ne�zt �h� �oritra��or
has obs�rt��t�ec� a� ��os�d o�e �s �a��`�in� ,��r op�r�,t�ans in �
pa����n o� a s����t �r �u��.�c way g��re�t�r �.Y�a� i� ��ce����ry
��� �he p�op�x �xe��xti�� �f the .�r�r�� tha �t���r���� m��r ��qui�e
��� �or�t�rac�or to• �ini�h �he s��tic�n on t�r�iich og�r���or�a ��e
��n parog��ss t�e��or� t���� �or}� �� cox�m�nc�c� �r� �r��► �c3d��io�a�.
�����.or� or s��e�t:
�7-7 . � ��i��A��ER �F ��RFC�3EI� P,�TD �QLf��ME�iT: Lo��,�, �abor sha�l
�be ���d 10� i�he- Cant�r�,�tor ia �.v�i�,a,b�e. J�k�� CoM������r may
bring �.r� �ro� o��side ��� Ci��r o� �`ort�3�or�h ]�i� k��� net� at��
his sugerir���nd�r�t. �11 othe�r �r���m�r�� it���.udir�g ���xfpm�n�.
op��ators F rnay �� �.►ngo�ted �n1}� �£t��r �h� �a�a7. supgly �s
��chaust�cl. "�1n� C�ri�ra�to� �hal� emp���r ot�,�1�r e�oh
s�p���.�t�r�c��r��s# fa�em�;�, �,nd w��kr��n �rh� �r� c�,���ui,
corngeten�.# and �ul.iy �u�Zi�i�B �� p�s�orrc� tt�� c�ut�es a� taaks
�ss�.�n�d to t�h�m, a�d t�e �ng�.n��r r��,�r d�rr�az�d and secu�e �h�
summa��r s�.i�m�ssal o� an}► p�rson o� pers�ns ��n��.o�r�� b� the
�c�ntra��o� �.r� ar a�aut a� �n �i�e war�C wha, �n #��� �p�nian o�
��� �v�►ner, �sh�i� zn�.sca�tduct �t�ms�1� o�r �� �aurtd �v ��
�nc�mp�t��at� �ia�e��p�c�.�u�, �ir�temp�ra��, �,�sl�orres�, �z
Ci-7 (2�
a�he�w��� o����tianab�l� �r n�gl��t�u� �n the �zope�
��r�orman�� �� hi.s or t���ir �,u�f�s+ o� whv x�eg�.��t� o� re�u���
�o ��rr�ply witY� o� ��.rr�' ou� the dir�c�ior�s o� the ��n��� �r��3
su�h p��sa� �r persons s�ial� .not _�� em����red �.�a�� ��h����n
witk�o�� writte�� aor���rtt of �he �ngine�r.
A�.1 wo�krn�n e1naX7. h�,�re su���,ci�n� �,k�.IiF ak��.l�.�.�� at�d
�x���ian�e t� g�o��r7,� �ea��orm th,� w�rk ��s�g�x�� t�o them ar�d
oge�ate any �qu�pm��at ne�essa�� to p�op��1�� ca�r�►'��ut the
pe��armance o� �he �.s�ig�tec� du��.��, , ,
mi�� ��r��.ara�to� sh�11 furn�skx ar�d �t��.r����.n�.an th� ��t�r}�..a�� �uch
�c��ipmez�� as �s cor�s�.de�ed �o b� n�c�s��.x�r �or pro�ecut�.on �a�
the wox�J� �,n an a�ce��able r�ann�� and a� a�ati��aat�or�y �a�e a�
progress. }�X�. ��u�pmer�t, t�als; and rnach��x��y ur��d �or
nandl�.ng r�ate�ia�e an�i e�t��u�.i.�tg at�y' �a�t a�' ��� w��k shal� b�
sub��ct to t�� ap�r��al� �� the �r��irtee� and rha].k be
ma�,r��.ain�c� �r� a sat�s�'a��oa��, s��� a�id �'���cie'zxt ,wo�ktng
conci�.��.on. �qui��n�nt o� �n�r po�t�on o� t�e ��rork �eh'�1�' b� su�}�
thai: �o in jur�r t� �.Y�� wo�k, vrorkmer� or ad����nt -��o�ae�ty �a�,:E�
�e�u3.t fr�� �.�� use. � -
�7--7 . 6 �OFt�C � �CHE��TL� : � �].ap�ed w�rking d��r� �ha�l .b� comgu,�ad
��a.a���.�rg �r�.t�i �h� . � � rst day af •wox�C �omple�ed as `de�f �'n�� �n
���1. �3 "`�;�RIC��G DA�'"i �r the ci�,t� �'�ip��ated ir� �ite `"��1��
O�t�ER" �o� b��i.r�ning workr w�i�h��r�� aorn�s �i.r�t��
�ot}�ing i.r� ���se ��nt�ract� �?acumer��s sh��.l �� 'con�trued �s
�rahibit��g �h� �or��.�a�t��� f�om worki.r�g ott 8�t�,�da�, � 6ut�da�r ar
3G�c�al i���.id�.��, p�o�t�.d�ng t�h��. �h� �oYlowin� ,r�quirem�nts are
me f. ; .
a. �1 �e�ue�� fi�� �ork o�t a s��c�}i�
- T�egal I3o�i$ay must ?�� ra��� to �he
ti�azx th� paroceec���xg Thu�aday.
�a�x��da�, �t�r�da�r o�
��gir��er r�o later
�. Any work �� be dot�� �� the p�co jeat o� �u�h �.
�p���tic Saturda�r, �ur��a�� or Lac�a� Holi.c�a� must t�a,
- � z.t� th� a��nio� o� �he �nc�in�e�, ����rtt�al �a t���
��m��y com��.e��or� �� th� 'pro�ec�. .
"�Y►e ��xg�.r�eer'� dec���.on sha�l be ��i�xa1_ �n resp�r,s� t� �u�h a
��qu�s�. ��� �,pp�ova� to �o�k on �, epe�i�i� 52���.rda�rr �unday o�
�egal i���i�ay, an� n� ���ra cartp�n�ation s}�a�l �e al�awad �o
�h� can��a���r �ar a�� w�r}� g����rmed an suoh a sp��3fic
��tt�tr�ay'� �und�� �x Lec�a� �ivli.d�y,
�a��nc7.a� �7a�r� �l�a].� 6� defir�ed �n ��,--�,.�� �,�td �he Con�.r��tar
ma� �r�rk �� h� �o d�sires.
�
�7�7 {��
C7�7.7 �IM� �� �������E���T A�D COM�L�����: The ��ntr���o�
�sk�a�.�. c��tr�et��e tf�� vro�king og��atfo�s within �h� ��,tne
sp��3.f i�c� in ��e �ont�r�,c� Dacumer��s and �et ��rti� i�t �.�� �o�}�
.. O�de�. �'af Iur� t� do so shal� �� c�r�s�.�er�d b� thc Qv���r as
� a,�arid�rtrr�en� of t�i� �or�tr�,�t _by �Y�e C�ntrac�or a�d the Uwne�
may groc��� as h� ��e� ff�.
T�� ����ttr��t�� sha�� m��.n�.a�rs � rat� �� pro�resa sz�ch $s w��l
insu�r� th�� the vthole wo�k wt�l1 t�� pe��o�t�ead and 't�e �rer�,����
cl�anec� t�� ��n accordar�ce with �he �or�trac� Do��m�n�� and
�i�tiin t�e time �s��b�isl��� �r� suoh �ocum�rt.ts attd ski�h
ext�ansion of ��.�r;e as may b� p�o���ly ��t�ho�ix�d �y tY�e �wn��.
�7�7.8 E��F�S�O�]_C}�' ��M� ���i��,�T�0�1: �'h� ��nt�xac�a��e ��q�t�s�
for �r� ���er��ion �� ti€�i� of campl��#,or� shal�� i�� c�ns����ced
�n��r wh�n tha x���uest f�r s�,ch e�t�ension i� st�b�it�e� i�
wr�t�n€� �� th� �n�in�e�' w�thir� s�v�n d��►s �rom �txd a�t�� ��e
time�� al��ged �aua� of d�7.��r �hall hav� o�cu��ed. �h�u�.c� �,n
e������.on o� th� ��m� o£ �omp����on �e request��, s�ck� ���u�s�.
w,t��. b� ��rwarr��� �.� �he c�t� �ounc#.1 �n� aFgrovaJ. .
�r� €�d�t��tir�g �he co���'a�� �i.rrx� �or cor���.�ti�rr nf �o�icr
consid�z�a�ion wi�.l be gf�r�rt ,�o ur��'.ors�eak�1� ,caus�s bay�t�d th�
con�r��. ���' ar�d w�i.�.hou� th� f�,ul�, or ne���.g�nc� �,� ��e
Con��'ac�ort i��c��,c�ing �ut. �.�m�t��d to "��t�s o.f �he puk��i.c e����#
��tis a� th� qw�n��t ��.�er ��,oad,� ta�n�,do�s� �pit�ema.ca,
�uar�ntirt� �r�s����tfonst st����e�t �re�s�ht� �m�rargc��s, ar c���.ays
o� au�-�o�tx`��t�rs d�� to such �ausa�.
Wh�n, '�he c�at� �f co�mp�.���on �� b�s�� �n a�a��r��ar d�,� �id, a
�'�que�t f�r ����r��i.or�� of �itEt� �ecauo� �� i,r�c���ne�� we��}���
wa.11 �o� l�e �or���d�red. 1� r�c�ues� fox ��t�ena�or� �� t�.rn� tiu�
�o inab�lit� to �k����r� au�pJ.i�s �nc� ��x���ia�s wi11 b�
con�i��r�d on�y �*Y�er� a r�vf�w o� ��e �o����ct�r's pux'c�a���
ord�� d�,tes at�d �the��' ��a�`t�.nen� da�.a as r�qu�st�e� b� �he
�nc�i���� �,r�d�.c�t�� tha� �he Car�tra���r has m�de a laona�i��
a�ter�p�. �o s��t�re d�ifv��y �n ach�dt��.�. fihis �ha7.�. �.r�clu��
effox�.s t� obt��n �Yt� sup���es an� m�,��r�als f��r�t a�.t�rnat�
�o�,rc�s in �a�� t�xe ��.�rst sat�rc� canr�a� make d��i�r��r�r.
�f sat����,��.or�r ��ec+x��on a�d �or�p].eti�r� o� �k�e ����ra��
s�ouJ.d ��q�ire w�r� and xr�a��r�a�s in g�'eater �mo�n�s o�
quar��i�i�s �h�r� those set f��rth �� the �,pp���r�� ��n�,ra�t
Do�u���nts, �Y��� th� c�ntra�� �irt�e ma�� b� in�r�as�d �y �h�t�g�
O��e�. � -
C7-7 .� b�I�,A���: �t�� �antract�� s}�all r���i.ve r�� �o�tp�nsatio�
f�� d��.a�►s a� hi.r�dran�e� �o �h� +�o�k, e�cce�� w�x�r� dir�ct an�
unavoid�,b�� ex��a co�t �a ��e �antr�,�t�� is �au��d b�r th�
�a�.?ure �� �t�� ����► �.� �rovfda in�orma�ion or mate�ia�, i�
C7-7 I�)
�n�, �h��� �s �� be �urnished b� t�e ����. wh�n such ex���
�����nsat�on �� alai�ed a wr��te� ��a�e�en� �h���a� sria�l ��
�r�s�n�ed t�� tk�� ��r�t�aa��� to the Engin�e� �nd �� �� h�.m
��ur�d c������ �a���l k�� ag�r�v�d ��d ref�r��d �� h�m �a the
�c��nc�l ���r ��r�,�1 �,g��ava� ar d�s���rotra�.# an� �he' �.��i.an�
th��eon b� the Caunc�.� sh�li b� f inaJ, a�xt� k��ndin�. Y� de�ag
�s caused b� s������c orr�e�s q��ran, k�� �he �ngin��r� fi.� ��.�p
�;ro�k, or b� th� p���arm�n�� o� ��c�ra wo�3� f•�r k�� the �����xre
o� ��e C.�t�r to �a�ovide� z�at�ri.a1 �r r�ec�ssa�y ir���ru�t�ior�s �oa�
c�,rx�in� �� �he wo�k� �het� su�h �e3a�y wil.�.- �nt�.��� t��
��n�xac�ox �o ar� eg�iv�ie�� ��ct�ensiar� o�. t�zri�, �_'l�is, �app�i.��atior�
�o�' t�th�ch sk�a��r h�w��r��, be sul�j�c� to._the,�.aggrova� of ��.he
�i��r ��ut��.��.r �nd n� s�.�h e���r�s�orr �� •t��a' •�?ia�.3.���r�leas�� t�h�
cor�trac��� o�r the ��r��y or� �i.� pe���rma�ic� �ond �rom a1� h��
ob��ga��ons her�under �rhi�h �hal� x�r�ea�t� �n �u�l f��x`�� un�il
th� d�scharg� of �he �o�t�a��. .
�7-7 .].� T��f� OF Cp���,�TZD�: �'h� t�r��._o�,. cor�ipl�t�.or�, i.s a,n
es�ez�t�a�. e].��nen�. o� th� ��ntaract�. E�ch .b�.�,d�� ahaY1 _#.ndi.cate
�r� �.he a�p�����a�.e p].a�� �n t�he ,1�s� ��,�� �a� �h� �r�pQsa�. t��
t�urn�ez �t wa�3cir�� days �r caJ,end�,r d�,y� �k��� h� �r��.�.� �eq�i��
�o �u��.y ��m�let� this �ontraa� or ��� time o� .•���m��,a�ion ��ii
�e �;peca.�,i�d �y �h� C.i�y �.n �he �ropasa� �e.ct�or� o� th�
�ont�act docum�n�.�.� , � . . �. • � � - �
�he nu�x►b�� o� r���rs iadicated sha�.�. b� a r���.i���.� ,esicimat� o�
�t�� �ime �er�u���d to com�let� �h� woark �au�r�d �� . �3t� _ �p�c f � i�
�oritract ��in� �id upot�. � �h� �.maut�t of tim� �a �t��e� b�r �he
�uc�e�ss�ul bi.�dex or tlne C�.�y w�.11. l��c�me ��Z� t�i�� a�
comgl�tian sgec�f ��� in ��.h� Cont��a��. Do�um�n�s.
�'or �a�h ca3.end�r �3ay� th�� �ny �rark �hall r�main un�oi�p].��e�
a��e� �h� �i�zt� �p�c�.��.�d �.n the �os�t�r�c� Daa�xment�� ox the
�t�cz�ss�d t��� c��ar��ted by the Owt�er, or as sutomat���a13�r
irt�reas�� k�} �c��itiona�l wxark �r mat�ria�.� o�3e�ed 'at��� th�
�an-�ra�� �.s s�g��d, ��e sum p�� �d��► �i�r�r� ��x �h� �o�.�.a�rir�g
s���du3.�, urtla�s oth��w�.se sgec�.�i.�d �.n o�Mer p�erts o�� �he
�ot���act �ocurn�nt�s, t��.�k� k�e d�dtxct�d ���m mon�.�r� d�,a �k�e
Con��ac��rr not as ���t��lty, but a� 1�c�u�����d da�ag�s
�u��e��d by th� �wne�. _ -
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$��0�{�,OOQ �r�cl.u�fv� � A�O.��
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.' The p�,rti�s h�r��� t�nders��,�d and agz�� t�ha�t any #���rn �o �}���
- , C�t� �au��d b� t�,� •Cont�a��o�r's de].�y �.n co�ple�ir�s� ��� work
he��und�� �.n th� �i,�a sp�cif�.ed b�► the �tsr�'��act ���u�en��
,- wo����d b� i�oapab�.� �Y v�r� d�f�i.cul.t o� accu�a�� estiir��,�Yon,
. and�'..�.hat �he KAtnou�nt� af �iqui.d�,�.ed U�,rr��c��s p�x� i�a�r„ � a� s�t
ou� -'��o�re� �.� a ��asor���i� �o�e�as� �� �u�t �o�t�er��a��an d��
the =�xt�► ��r ha�rn �au�ed by� �r�� d��.a�►.
,-
�.. �7--7. �.�. iSiJ��L�+T��Qi� HY C�URT ORD�F�: �h� Car��raator �Y��].1
susper�d ���ra��or�� an su�ki paa�� �� �a��s o£ �ha �tork ord�a�ed
- �� an}r co►�rt�t �,�� w�,ll na� be �t�t�tl�d to addi��.cr�al
" �amp�ns�t�o�x� by virtu� o� such �o�srt a�d�r. �e��k��� wf��, he
' be '�.ia�l� t�o the ��t�► in �h� �vent �h� wa�k. �s susp�:��ed �� �,
- C�u'rt �x'dex. 2���.tt���r wi],�.� �h� �wner he lialaZ� �� �he
�ont�a�tor 1�� �r�,art�,e o� any ���s�� �r�,e�r ox a�t�.on �o�c wh�ch
... �h� :Owr�er is n�t ��l�i� x'es�onsih��. �
�7-�7,.�2 '�EMPO�A�'� �T�����2��Q3�� Th� Q�+,*t�ex` �sha��. have the ri�ht�
to �uapend th� vr��k o�e�at�,on. �whoi�.y �r in p�r�. fox' s�c�h
g���.od o�r ��xi�ds c�� �i�n� �� he 1�a�r ��e� ne�easa��r c�u� to
un�u�_�abl� w�ea�h�r c:ondi��i.�na or any ot��r unfavar�l�le
car�c��t�.or�� whict� i� �he ��ini�n a� �h� �wr�e� or Fr��i.n�er cau�e
fur�i��� �r�se���ion a� �h� work to t�e t�r�s�t���ac�or} �r
de�r�ment�� �.o �h� ir�t��e�� o� th� p��j��t. aurifl� t�m�v�ary'
s�sp�nsi�n of wo�k ��cre��d �� �.�i.� �an�rac�r for �ny �e�son�
tt�e Owr�e� w�Li r�ake �� �x�ra ���rm�.r��. fox' �t�snt�-�� tf€tx� o�
co���x'u�t��r� equ�.pr�,ent anc�f�� co�s�ru�ti��t �r�ws.
�� �� shouXd ���vm� r�e�es�ary' �o. sueper�d wark fa� �sn
ir�d�finite g��iod, �he -Cont��,��.�r s}��.].�. stoa�� a1�. ma��rials in
s�tch m�nner th�� ����r wi�.7� t�o� �b��x'uct� o� �.�►p��� th� put�J.ic
ur�nec��s��i1y na� ]�ecome d�rr��g�d in �,r�� t��.�r, �nd he shal� ��,k�
etr��y p�ec�u�ior� �a �rev�r�� dai��c�� o� det��,�ox���.or� a� tk��
wor�€ ���'�ormet3; I�� �ha�1 �ravide suital�l.� dr��.tt�g� ab��t �h�
,�rc��kf �,nd e�eect ��mp��ary s��u��u��s whe�� n�c���ar�.
Sh�u].d the C�n�x�c�or nc�� k�� a��e �o c�mp�.��� � por��an of th�
p�oje�t �ue to cause� ���or�� th� con�roi of �t�d w�th�u���h�
�au1�. �r ��g��c�enc� o� the �on�r�,ct�� �,� s�t fo�th ir�
P�r�gx�g�t �7-7. � ��TE�ISI��T 0�' TH� T��f� ��' ��MP�,�"�I0�1, �r�t�
�ho+sld �.t �� c�e�ert��ned ��r mu�ual c�r�serst �� �he �nr��ract��
az�d the �r�c�a.r��:�r t�at ��ol�t�.ofl to a1��w �or�st�ructian �o
�ia��e� is nc�t avai].a��� wftl�in a rea����k��� peria� o� .��m�,
ih�n th� ��nt��c��� ��,y �e r�i�n�u�s�d ,�o�t �h� c�s� �� m��in�
�t�s �cxu�.pr�en� ��� t�t� ��� �and r�kurnin� the r,e��ss�ry
equfpme�� t�o �k�� j�� wh�n it is de�e�r�in�d �� �h� En�ine���
�7�-7 {6�
`��a� �a��t��ctian �a� he ��sum�d. �u�h r�imbu��em�nt s�a�x ��
�ased o� a��u�� cos� �o t�e Cont�a�to� �f moving ��h� equ�prnent
an� �� pr��it�w�l� b� a��ow��. ,
�o �r�f.m�urser�er�t- sha�1 b�" a3.�.��v�c1' ,�� �h� �q�i�meMt �.� ��v�d to
�,nc�th�� �onst�u���.�r� ��o���t� �or t�h� ��t� o� �'or�. Wa�th. .
�he Can�.�acto� sha�3. no� st�sp��d �ror]� �ri.�.hou� w�i���n rtat�c�
��om th� E�gin��� and eha�lY pra�e�c�. wi.�h �h�"w�'��k"op���'ati.or�s
p�r�rngt�� �rl��n t�o�if��� �y ��e L�gitteer ��a �v �r��ur��
o�exa.�tions. - ,
C 7� i. 3. 3 T�i�t����� Z Di� o� ������c� �t1� �0 't�]�� ��i�Ai, `����R'��i��� :
�h�ne���� ��e�au�� �� ��tio�al Emerc��ncy't so ci����.red �y �h�
Px��s3dent o� the U�it�d ��.�t�s or �ther �.at;r��,7, �athorit�, 3�
�e�ot�es �r�p�rssible �o� the ��ntra�tor to ob��i.r� a�1 0� �he
n���esa�y 1.a�o�� r�a�e�r�.�.ls� and eq�ipm�nt �o� �ha ��osa�u��or�
o� th� wo�rk w�.�k� reasana�le �ar�t�i.r�u���► ��o�c a.-��r��o� ;�� �.�o
m�nth� � the �ot�t�a��c�o� s�$�.i withir� e��rer�-,� d2��rs ��tif� th�' �i��t
i.n w�itingr �ivi�g a d�t����d� st�t�m��t o� t�e eff�rtp w.��c�
�a�r� ��eri ma�� �.nc� .�.iati�g a�l n�cess�,�y item� �� l.abor#
rn�teri.als ��rtd ec�u�.����� nat e��a�.t�a�].e. .. _zf r a�t��
i�,�rest�gat���sr �t�� Owner ��n�s t#�a�. �u��t_condit�on��.��t�st�ag
an�, �h�.t� �h� ��abiXity �� the �or���a��.c�� � .��� �roc��c� -3.� not
a'tt���au�.ab�.� in wh�le or ��.r� pa�� �o .�he �au�l.t �� nec�1��� ��
tin� �����a��r �h�n i� tt�� �wne� o�nnot a�te�r rea��r�ak�le e�����.
a$s�s�. �.�,� C�n�rac��r �.n �r,ocurin� an� mal��ng atxa�lai��,e �.�,�
r����ssa,�y ].a��r� matex��a1� an� �quip�n��t w��h�n th�.z�y da�s��
'�he Contracto� ma�r z�qu��� th� �wne� �o �e�rmi.n�t� ��� con��act
and th� O�n�r �ta� c�rr�p3.�► wit� th� regu���, at�d �h� �e�minat�o�
�ha�� �� �ondi��.oned and �a$�d upon � �#.na� s�tt����nt
mu��,a�].� a���p�a1�Xe t� l���h th� �wn�r anc� �t�a �on��acto� ar��l
fi.n�i pa��n�r�� sha�,1 �� m�.de �.n a��o���n�� r�i.�.h th� t��cros o�
'th� �,g�a���� se�t�.�z��r�tt �th�ch shall in��.uc�e� �ut not b� l�r�x�ed
�a, the p�,�s�ent ��r �.IY w�rk exe�u��� �au�. no ar��ia��ate�
p�ro�i�s �n wor�C t�1���I� k�as �rr�� b�en p�rfor�te�. . � .
C7-7, �4 SLTa�P��VS�OI�i �F� ABF�3�ID�NM�I�IT ��' '�H� F�OR�{ ]��i� �1�T�UTi,��ED1'�' Q�
c0�ia�i����: Ti�� wo�rk ope�ation� a� aJ��. aar an� partior� or
����iort o� �he �+or}� �xnd�� �antr�c� s�a�J. 3�a �u�p��de�i
�.mmed�a�e�y on w�itten oarc��r �� tt�� �z��xn�e�e �� th� ����r�a�
ma� b� tiecl�,�ed �ar���llad �a� t3�� �it�► �oun���. �or �n�► gooc� ar�ci
s�f�z�ier�t ca��e, The �o�.�ow�.ng� b� v�a� of ��camp�.e� b�.t no�
o� 3.�r�ita�i.on, r�a� �e consi��r�c� grour�ds �a� s�xspanrion ��
�a�nc�l�a�a�on :
a, Fa�.1u�e o� �he �or�t�ac�.or �o �ornr�e�c� wor}��
ap��ations w�t�in �.he ��me sp���,���d ir� �k�� �a�l�
�r�dar ��s��d by t�� �wn�r. . .
. C7-7 (7?
'
�
b. Su�st���i�� ��i����e �h�� p�ogr�a� o� ��� w�r��
ope������s �� �on����t�r �s i�euf�����nt �o
� _ '� c��pY�te th� �o�� withi� �he ������fe� ti��,. '
.
, .- c, '��a��ur� �� ��e �on��act�� t� ���v��e and ma�nta��
� � � �u����a�ent �abor �rid eq������t to p�o��r1� ���c��e
� � �h� �orkin� op�rat�o�s� ,
,,, �.
. ,; � .
�.
St�,b�tan�ia7� �vid��tc� th�.�. �k�e C��it�x'�c�o� �a�
�,i�ar��ar�e� �h� wor�. - .
Su����ntia� ��r�c�enc� �laa� �he Can�ractor ��,s �e�ome
ir�solc�er�t o� t�ani�r�ptr ar oth��w�s� �inar��ia���
una��� �� �arr� on t3�� wa��l� sati�fa��.o�c��y. -
�'ailu�e on ��e part o� the �ontra��oz� �o �bsert�e
�tt+� x`��uir��a�nts a� t�� ��r��ract D��uments �� �o
c�mp�� vriti� any o�'�,�xs �iv��x 1��* �h� �ng�,t��er �r
Qwn�r �ro�x�.dad ��r �n t�r�se �oflt��c� D�cuzn�nts .
g. �'�,il.u�� �� the �ont�ac�ar �r��rnpt�.� t�o make good �r�y
d.e�ec� i.n m�te�'�,aY� �r w�r�man�hip, �r a�r� def��ts
�� ar�� r�a#:ur� the corr���.i�t�,_o� t��tich h�s b��n
�c3�re�t�d it3 ���.��n� b�€� th� �ngine�r, g� t,he �w�nex�;
�•� h_ �ubs��n�i�a1 ��ric��nc� of co�l�si,on ��r tY�� �u�po��
� o� i.i��g��],� pro��x'i.ng a�ont��act or ����etra�,�z��
�'��,ud on tli� �it� �n t�Yi� c�ns�ru��.�.or� a� wo�c}� u�t�c�er
�on�.raat. ' ' ' _
i.
3•
� �
1� ����tar����,�. �,nd�,�at�i.on that the �on�����o�' has
mad� an ur��utY�arixe�i aesigr�mer�� of ��h� c�nt�a�� �r
'�ny ft�nds �ue th���froam �a� th� �a�t���i.t �� an�r
cr�c�ito�-a� �o� a:�y o�he� pu�r�os�.
zf �h� �ot���ac�or �3�a1]. ��r any ��,u�e wi�atso��rer
rx�� carr�r ar� '�Yt� �o�lcir�g op�ra�.ior� �� ��n ����p�ab�,�
L4i�LLJL4:Y • .
�� �i��. ���t�ra�tar �ar��er�ces �es��t a���.on a�air���
the Owner..
A cop�r� �� th� sus��nsi�r► �r��x� ot� a�t�an �o� th� C���r �aur�c�.�
sh��l �� s�rv�d �n t}�� Cont�act��' s s�re���� . 3�her� wa�k f�
�r���er�de� �o� �,n� cau$e a� �auaes, o� wY��tt ��� aor��ra�� �e .
�ar�c�].�.et�� tY�� �ar����c�or �hail. dis�a�n�.i.riue tk��. w�rk oar su��s
pa�� t�her�of �s ��t� Owr�e� sh���, d��ignat�, wh�reupar� �.h�
Su,��t�.es may� at �.t�e�.r �ptionf as�ur�� �h� c�ntract or t�a�
g��t�,an the�ceo� wi�ich �h� Dwn�r }��,� ��dered th� ��nt��,�to� ��
d�.s�ar�tir�u�, �nd �nay per�o�m �h� same o� t�ay, �rit� �h� w�i�t�n
u
C'7-7 ( 97
con�en� of th� ��n��, su�l�t. th� work o� �ha� �ox��o� a� th�
w��� as tak�r� ov��', pravi��d t�ow�v��, �Y�a� t�� Su��txes sl�a��
��cer�ise t1��ir op��on, �f �� �7.7., wf �1�in tt,�a w��]�� aft�r �3rr�
�rrxt�en no���� �c� d�s�or�t�r�u� the �rox}� Y�as be�n ��ar��d �g�n
th� .Coritra���� ar�d upon �i��-.�5u�re���s or tt��ir au��oari��d
a,��n��, fihe Sure�.i.es� in such eve�xt� sha�]. a��►��te �ha
�vntractor's p�,ac�• in a�1. re.�pects, ar�� �ha1�. be p�.�d b�► the
Owner �ox� a�� ►�+rork ��r���mec� b�r tt�e� in •acaorc�an�� w��i� tt�e
t���err�s• �� �he Contra�t �o��m�r�ts. ��1 tnonies.remair�ittg.t��� th�
�an�.ractor at� �h� ��me o� ��is d���,u�� sh�.�� ��t���up�n '�e�oxne
du� and payak��.e �.o �.�� ������.�� a� the wo�� p�ogr�sse� f
�u���c� to �11 �� t�� �err�� of �he C�n�.���� �ocum�n�s.
T�z� case t�e 8ur�ti�s do n�t, wi�}�ir� tine k�ereina��ve sp��i.��.�cl
�im�, e��rci,�� �ix��� ae�,ght ar�d op�ian ta ass��e tt�e �cn�ra��
�esports�.k�i.��.����s+ �r tt�at �ortior� �he��o� wh'ich tl�� O�+ne�' h�� ,
o�dered b� t���e �on��a�tor to dLS�ph��ilkl�r tk��n �he �wn�r shal.�
have .�.h� pav�r��r t�, �nm��,��e� by contra'�t or..o��er�ti.�e, a� it •
�a� de����t�,n�� tite, w�r]c her�ir� d�s�r�becl ox ���cin '.paz�. .�he�eeaf .
as i� rn�y deem necessa��►, �nd the �an�.�ac�.oz k��z�tc� �c�re��
�l�a� �h� Own�� ahall have the righ� to ��.�e pa����s�'on �� ar�c�
��e �.n} m�t��ia�e# plar���x �oo��� e�uipm��t•x eu���i�s� .a�trd
parop�rty af �ny k�nd p�rovi.ded b� �he .Cor��r��tor ����r the
p�x�p�se o� aa���r�,n'g� ar� the wa�k a�d to �rocux�e_•o���r, ��.�o�s, ,
��uipxnen�.� �txa��ar�,a�.s; �abor ai�� g�op�z��. ��� the ,aarr�p�.�tian of • .
the w�r1c, and �a ��tar�e to �he ac�aat�t� o� � th� �ant�a��o� o� '
sa�.d con�.��,�� ��p�na� fo� l�bar, ma����.al�� •�.00�s, �c�u�.�m��tr
and �I.�. ��cp�t���s �nci��r�ta� the�rat��, Th�� e�cp�ns� �o crx�rg�c�
�h��l l�e d��3u��ed �y th� �wi�e� fr�m sucri r�on�,es �.� rna�r be du�
o� r�t�,� ���o�� t�u� a.t an� .t�m� t�h�x�a�t��r t� '�Ft� �ontr�a�o�
ur�d�� and i��r v���.�e a� �he ��ntra�t� �� ar��► pa�� ��er�v�. 7�he
��r�e� �hall not be �e�c�ir�� t� obta�.n �h� lo+��s� �id for the �
w�rk ���pletin� th� cor���ac�, �ut tl�� exgense �.o be deducted
sha11 be �.h� ac�.�a]. cos� �� �h� �wn�r �� s��h ��r�.
�n aa�� su�� ��p�n$�s sh��.� ex.�e�d ��� �a��un� w�ich wau�d h���
�ean pa�a��e� ur�c�e� �hc� �on��act i� �h� sa�� h�.d 1��en compl.�ted
b� �h� Con�.�ac�.or F�hen th� Cont�ra��ar and 1��� �ureti�a �ha�l
ga� the�amoun� o� ��ci� ���e�s to t�i� ��t�� on r,�t�.�e fcram �.Y��
�wr�e� a� ��xe ��c�s� du�. W�t�n a��► ��,��icu�.ar p�rt �o� the w�x]c
is be�nc� c�rri�� on� b� th� Own�r by cor�t�ra�� oa� at�,�r�r3s�
unda�r ��e �arovi�ivr�s o� �h�.s 8�ctfon� �1ne �ontza�tor sha�.�
�on�.i.nue �h� reznaind�� o� ��e ���Jc �n �on��zmit� �vith th�
�.e�m� �� the �antra�� D�cur�en�s and in s�x�h a r��r���� �.� to not
k��r���r ar in�er��r� w�th p�r�o�man�� o� t�� wo��C k�� ti�� Owri��.
�7--7.1� �`�iJLF�L��+i��1T OF �0�3�RA��: The �or�tr��� wii� b�
�o�s�.de��� as hav�� be�n �t�l�i.l].e�R sav� as p�ovid�d �.ri �ny
band ar �or�d� ar �� l�,wt whert ��� the *�Tor}c ar�d alZ s��t�on� o�
pa�ts o� ��� �r�j�c� cave�re� b�► the �ontra�t T�r��ur�en�s have
- - �7-7 ( � }
�
beer� �i,r��.sh�d �nd �orn��et�c�, tk�� �i.na�, �ir�sgec�.�on r�ade b� �he
, '�r�gin���r �,nd t�t�e� �itta� a���pt�nc� and ��t�a� ���rment r[���� ��
�� ' 4.��r Ll���r� ■ , " ' �
• } i
L f'r f.�� J.�`i�4�'ll.LYrii3kJ1Y' y ti1L1 x,.Vil Y�LY1��7.5r� Ll� �y�� ��7��L' �:
, 1Y s
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H.
t�Oxl'��� QF 7'ER�i�:t��,'��OI�T. �'Y�@ FSe���rLri�,k'kC,� a� t77� w�r� •
un�er �k��.� oon��e��t �a� b� t��rn�.�ated by tha p�r�er
�.r� w�o3et �r �r��s� �.�m� �a �f.m� in �ar�r itt
ac�ardan�a vt�tkx �.hi,9 ee�tior�� wh�r�eve� �.he Own��
sh�.�l ci��e�mine t��a� such ���'min�,�ian �� �.� t}�e
���t� �.nt�r�s�. o� �h� �t�,�n��. �1t��t su�� te�m���,��.or�
sh�,li be ����ct�d by rha��.i,r�g s t�otice ��
ta��i�x�tion �� �#�e �o�xt�a�tor e����,��ri.ng �h� exter��
�� whi�h p��e��rtrt$tx�e �� w�r]t �x�c�e� t�� ca�tr�.�� �s�
texmi.rxated, and t3�� da�e upan wh �.�h su�,}�
te�m�x�a��on be�o�es e�fect�ive. R�c�i�t o£ th�
noic�c� �ha�1. �� de�med �o�c��si�te�y p�e��um�d and
�s��t���,shed w��� th� lett�r �.s-p��c�r� �.t� �he �in��ed �
Sta��s �5��1 by �k�� �wr�er. �u��i��r � ��. �ha��. ba
d�emec� �a��7.u�#,v�ly �r��u�neri a�d �s�a.l�l.ishec� �hat
�u��i �err��.n�t�on �� r��c�� witit �u.�� caus� a� t��r��.r�.
��at�d� �ncl no prao� �t� an� c�aixr�� d�r�and �s� ��i��
sh�1X �e r�c�uir�d of t�i� Q�r�er r���.rdxr�g� such
dis�r��.�ona�y ac�i�n.
��I�3'��,��TO� A�T���1: Aft�� ,���eip� �� a .ri�t�C� ��
��r�n�r�a��or� f anc� e�c��pt aa o�t����r�.�� di�r��t��ed b}�
��� �ng�n��rr �he Can�r���o� s����:
,1« 8��p v,�ark unde�e t�h� contract on th� date and
�o �h,� ��xtent �p����ied �.ri th� no�i.c� o�
terr�in���.�n;
�. p�,ac� n� �u�t��r or�e�� ar su�aot�tra��s �a�r
m���ri��.s x se�vices o� �ac�.�f.t�.2�� exc�p�, aa
� r�a� �� ���e�eary ��a� �vmg��tio� o�' s��h
pvrt�.or� �� �h� w�r� unc��� tk�e con��act a� ��
FIOt teimiris'���C�i "
3. ter�n��at� a�.� ord��s �,�d s����n�ra��s �o t�e
��c�e�� �.h�.t t�x��r re�a�e to ��� p���orm�,r�c� a�
w�r}� t�rmir��ted b�► �h� r►oti.c� of �erntin�tion�
�. trar�s�e� t��].� �o th� Owner �r�� ��7��,v�r in
the mar�n�� f�t� ��� ti��� f�,nd to "�f�e ex���t� r
�� ar��►, df�����d b� th� �ngi����;
G
C7�'7 ��OJ
a.
i�
tha �abzi�ated or un�ahri�a��d par��,
woxk �n pz���ss, co�ple��d•wo�k,
suppk��s a�d a�her �ate��a1 p��duce� �s
a,�art ��� �x aoqu��r�d.�.rx �ozxn�e��ion
�i�th tha'�p���orr�an�� o� r th� wor�
te�mix�at�d b�► ��� �xo��c� o�
t�rn��na�.�orx� and �� �
t�e �omp�et�d� or' �ax`t�.��l� ��m�].e�.�d
p�ans, dxawi�n��t �t��oarm���or�� an� ather
p�op�r�.� wh��h, ��#.� • t�he ,�con��ac� Y�a�l
�e�n c�mpZ����, .wc�ul��_ ha�r� ���n
��c��i�red t� be �u�n��h�d•-tc� ��e •.Own��r.
5. �omp��te ��r�arrr�ar�c� o� su�� gart a� t�h� �rax'k
as �h��� na�. Y�a�r� ' t��eri ���rmi.na�ed b�r the
notxc� a� terr�#.r�a�i.�n� and �
F, take su�h acti.at� a� �a�►: b��, n��es�ar��.-�r s�'
th� �n�in��� �ay c�,i.r�ctr •�ar �t1n� pr��e��.�on
ar�d pr�ser�ra�.�.or� o� t�he. ��agert�r xe3.a��d to
�,�� co�t�rac�. whi�� �� �� t�1�� p��sessi�n o�
the cont�rac �o� and '�.n� �rh �.at� �h� O�rr��� has or
, _ m�� aaqui.�� �h� ��st. - _ _ , , _
]4t� a ���.�n� �no�. �.ateir -�.k�an 3Q d�.�s �af�er �tt��
t�er�n�.n�tion da�� ep�cified �n �h� 'xtot�i�e of
�e�min�.� ion ��h� Cor�t�a�t•o� �ay' ' srxb�x� t�to th�
�r�g�n��� a�ist, a�r�ified as t� q�xan��t� ar�d
�ua1�,�.y. �f an� or a1� �te�s o� �ermi.r��ti�n
�nv�ntary no� pr.ev3.ousi�r di.�g�sed o�, e�t��u��.ve of
�,�e�s �.he dis�osit�an �� whi�h ��s b��t� t'�.�.�e��ed �ar
au�ho�e���d i�y th� Er�g�.rte�r. t��� �a�e� t�rar� �.5 ,da�►s
th�rea�t���, �h� �v�n�r at�a�� a��egt ����e t�a su��
i�.�rns prot�i,d�d i t�a�. �h� �.is� eu��i�t�� s�a�.l. �e
sub3e�� �.o ver�€icat�on by �he �ngir���r upon
�rema�r�7. of �.h� �te�$ �r, �� t�� i��m� a�re �t��r�d,
wi�.��n 4� day� ��€�m �k�� da�� o� s�brr�issi�n o� �h�
lis�f ar�d ar�� r�e�ess��� �,c��u��r�er,�s �a �oa�r�c�. �.��
�. i�� t�s s�bmi t�e�r sk�a�.�. h� 3na�� �rior �o �i�a�.
�e�t�emen�. � �
�. �`����1�2��z�� C�A�M: ��.th3.r� 60 days a���r notie� ��
�.�xrna.�a�io�� �i�e �c�r�tr�cta� at�a�� ���m�� hxs
����ir�a�ior► �Xai.ra to �h� En�'�n��r in �.h� �otm and
v,t�.th �i�e ����i�i��ti�n p��scr�.U�d b� �h� �r�g�t��er.
Unle�� on� or �nor� e�ct�ens�.or�s in v,trit�na� a�r�
gx�.n���� h�r tt�� Owner upon rec�u�si �f �h�
�ant�ra�tc�.�r f tr�ade �n. w��.ta.rxg v��f.i��ri s�ch ��-da�
p��r�.o� v� �uthori��d ex�e��ior� ther�ca€� an� ar�d a11
�u�� ��.afm� s�t��l b� co�c��siv��y deer��� �ra�v��.
�7 -"7 L �. � }
�. �Ni�LF���: �uk��e��� t,o, �#�� �roui��.on� a� �tam
� 'C7--7.�.�(C)� �h� �ont�a.��or �nri Own�z ma�r agre� u��n
,• . �he w���,e �r �ny. p�r� c�� th� �ar�ount o� amout��s �o
. � . _ be ��id �o �h� �ontra�tor. b�€ �e�son o€ �he t��tal ��
_- �arti��. �t�rmina�i�n o� .wozk pursu�,nt� t��r�to�
. • �ro��ded; tl��t, s��� agxee� �.�oun�. o� �m�un�s �h��l
r���r��r exc��d �he tot�a� �ant�ac't pr��� ae r�c��c�c� ��r
_ ,. the �.mour�� of p�yrct�nt�� ����rwise made �,�d as
. �_ t�r�.}rex' rec���ed by ��� contra�� pric� o� �0�7� n�rt
:_ .., te�mi.t�a��8. �i�� ����,�a�t sha�� b� a�t�nc�.ed
.• ae�o�dfr�gl�►� ar��. th� ����ra��o� s�ra�� b� gait� t�e
agre�d g��unt. �1� amaun� shaX]. b� du� �or ],os� or
. an�i�ip���� profi�s . �T��ihi.r�� i�, �7-7: �.6 {'E 1
_ h��'ea�t��, p���ori�ing the ar�oun� �o �� p��c� �a tine
• �o��t�ra��or �r� �h� �v�nt� o�' fa�1u�� �� ��e
•; • �or��r����� by r�2��an of �he t�rrrkir��,t�.�n o� work
,. ._� puxeuar�� �o t�i� s���i.on, ,�sha�3� k�e d��med �.0 1im��t
: _ r���x��,�t ar �therwis� deter�t�z�� or a��eat the
arno�r�t or am�un�s whi�h r�a,�r b� a,���$d upon to be
pa��, �a th� C�ntx��,c�or gurs�a��. to ��Yi� �a�agra�h .
_ ,- E� �'A�L�lF�E �0 A���� : �n tk�� ev�n� o.£ �he �ai �ur� o�
; � . ti�e �or�t�'rac�ax and �h�� O�ari�� �� ag�a� as g�avid�d -
- , , , � �.r�. �7.-�7.��' {17� u�on't�e �,+'ho��� amour�t� t4 �e p��.d to '
� th� �on�rac�.or �y ��ason �� �.h� t�r�in�,�ior� o€ • vro�k
� �pur�uar�t �o �h�s ��c��on th� �+�n��c shal]. �eter�t���,
- . on th� basi� �� �,n£or�a�i.an avail���.e to it,- �h�
�,maun� � i f ar�� � due ta t�� �or�tra�tar b� x�a��n o�
tM� �err�i.n,a#.ion arsd �I�a�� pay t� #.he �arttr�c�ot �tt�
a�our�t.� �eter�in�c3. t�o �.�taurit ��aY� be due �ar
�os� �� �nt���fpated pr���t,s. �
F.. ��i��T�fi���i�: �t� arri�ring a�. th� �m�u+�t d�e �.h�
��z��r�ctar �nd��r �h�� se��zo��' t�here sha1� ��
c�.educted {a? al]. ut�lic�uit�a�ed �d�+��tc� or o���r
�aym�nts ar� a�c�trnt th��r���faxc� ��d� to �h�
�or�tract��t a�pl.#����1� t� �h� �ermina�ed po��i.or� of
�.h�s aor�tra��t (b� ar��r c�a'itt� t�,���.�� ��,� O�vt��r may
hat�e again�� th� ��nt�ta�t�r �in ��stnect�.�n wi�h �his
contra�t� �,�d (c} th� agr��d pri�� �t�r, or th�
' pr����d� �� aale �ft ar�� r�a���3.a�.s� �u�glies ��
a�her �hings ka�t by ��ie �ontra��o� a� so�-d�
pu�suant �.o �h� prov�sion� o� �hi� �kau$�� and r�o�
o��}��xw�.s� r��over�� i�y o� ��ed�t�d ta the Dwn�r.
G. �1�3�'�Tt���T� �� t�� t�rm�.n�tion he��un�,er k�c
pa�ti��, p�ior �o ��te �ettl�mer�t o� t�ie ��rm�na��d
poa���[�r� c�� �.h�.s ��n�ract� �h� Cor�t�ac��r� r��y �i�e
wi�h ��e �ttc��n�e� a��qu�s� i.n writi�a� ��� a�
� C7-7 { 12 )
equita�l� a��u�tm�nt a� ��� pr�c� �x ���c��
sp���ffed in �h� con�rac� �e�����g t� �h� �o���fl �eu
p�rt�on o� the �a�tra�� (the ���tion �ot t�rmi�a���
b� �he �oti�e o� ���m��a.��on}, �uch�equ��ab��
adju��rnent a� may b� agr�ed u��n s���� �� �a�d� in
�u�1n g�r3.ae a� gricesi no�h�.r�g �on�ain�d her�inr
h�w�v�r; sha�1 limit th� ��ighfi� o� t�h� �w�r��� and th�
�an�ra�tor to a'gre� upan th� am�ut�t ��r � a�ourtt� t�
t�e paid �o �h� Cont�act�r �or ,�h� ca�nple�.ion o� th�
��r���ttu�ri pc��tion �� tk�� .�ont�a��� when s�ic�
con�x�act•c3.oe� r�o�. co�t�,�[� a.r�._�sta�l.�.sh�d.cont��,��
p�ice €or such conti.nued po�#.fon.
�:. t�0 ����TA�'��i� Q�` R][�FI�`�: �0�1�3,ng �on�ained �.r� th��
secti�ri �t�a�.�. �.�.r��� �x` �7.��� �h� �_��hts w�h�.�h �he
�wn�r �a�r hatre �o�r te�rr��n�,t�on �� .th�s �ontra��
under �'7�7.Z4 h��eo� er�t��J.ec1 "Su�pens�as� o�
. P�bandonm�r�� o� �.he_' w�arl� a�d ��ndr��nt„a� . �or���ac�"
o� ar�� o�h�a� �r�,gh� w�ti.�ix �v�r�er� -r�a� h�ve ,•��or .d����l�
ox b���.�h o�t �ar�t�a�t by �ontra�to�'. .
�7-7."17 S,'�FE�Y Y+iE'��iOD� At�A PRA��'Z��S: .�'h� �on�ract�� 5�h�17. ba
�ce���r�����.� €�r initiat�.r�g, tr�ai.n��.�rt�ng, and�, s�aperv�,��r�g ��1
�a�e�.� pr��autfana ar�c�, grag�ra�� 3.t� conn'�ct�on with.-,t�e wo�]t a�.
'al�. tir��s and �t��ii assu�ne� al� ��spoz�si��],iti�� �or t�kx��r'
e���rc��ent.
fih� C�txtract�r s#�al�
�,avrs, o�'di,na�ces � an�l
���pe�r�� �ro� i.rajur�€,
w�.th t�xe w�o�k,
� c��vp�� w��.� ��d���l f s���� t
r��uia�ion� �o as t� p�ro��c�.
inc�.udina� c��ath� or �,�.tn�,gre .ir�
at�d 1oca�
��rson and
��nr� � c �ic�n
0
C7-�i c3,3�
��►R'� � - G�1���A.L ��L��7T"�'S��]�
�$-$ h�E1�iSU�E�iF�t�'�' A�A P�'�,�I�'�
��C'��E�N �9�� l�A��R��t�'Y` AY�3'D i���C�E�TT
�
C�-�.1 M��SU�tE,�i��l�' �F` Q�,�►�TTi'�z�S: �k�'e d�t��mkr�ati�n of ,
q�ar�titf�� of work ��ar�o�rm�d b� �.h� ��n��c��t�r and �autho�i��d
k�� tl�e �on��a��. I]ocuzlter��.� a�cep��b1�► �omp�.�ted ����r �h� �ex'r�xs
�� ��e �on�ract ���txr��n�s sh�.3.1 h� �x�d� i��� �he_��ngin��r, ..ba�s�d
on t�e�au�em�nt� �a�7e by �he E�tg�ne��. Th��� �s�t�as��ements� 5�w3,11
b� made a��ar�ing to the L�ni.��d _ S�.a�.�$ ��an�aard •��s��as�,r��nar���
used in commort p�ac��.�e � a�,d wii� !�e �he ���.ua�. �.�r�gth, a����
��li,� �oantents, t�um��er�� ar�d weight�s af ��te.. materia�s ar�d
i.t,��us inst��led. -
�B-8.� Ut��� F�t���S: Wt��n �t� �.k�c Pro�vsa� a"'Un�fi ���,�e'°_ fs
se� �o�th, the saxc3� "[�n�.�. Pari��� sh�].i. ir��lud� �the� �urr��sh�r�g
b�► th� �or��rac�c��c o� .aZl. �.ak��r, toc��.sr,'m�ter�a��� rn��hir��r�►r
eguipr�e�t, ap���anc�s a�d �,��ur��n�r���s� r��c���a�y �or ��h�
�on�tructi.�z� o� �.r�d �h� �o�pX��ion , �r� •�'rrxa�nr�er a�c�pt�h�e to
tl�� �ng�r��e� �� a11 �rorl� �o be done ur�dea� ��ixes� �o�traa�._
D�cumen��. • � '�' � � - .
�#�� "�Tnit Pri.c�" �h�li �,nc��d� al� p�rman�nt ar�c� t�mpoxaacy
�rot��ti.on o� ove��'h��,df �u��ace, anc� un�erg���rtd �truc��r�s,
���an�,p, ��n�shed� ���rhe�d� ex�e�x�ar �or�d� i�atx�an�c�f �a�e�t
�eas f�o��,�t,�es � r��sk d�� t� th� e�.ement� ar�d o�.�er caus�s,
de�ays, �ro��.�s� �n���ie�t damag�s a1.a�m�� �.��c�s# �nd al�
�t�,er i�.�rn� r,�� sp�ci�ica�l�r.mer�ti,on�d �l�a� may �� req�xir�� to
ful�.y ��ns�.ruct eac�� it�m o� the v��rk campXet�� •xn pl.ace and �n
a sati��a�tvr� can�i�.ion �o� ope�a��ar�.
i
C8-8.3 LUM� �UM: �hen �.n th� �ropo�a�. a"E�um� Sum" �� s��
r�v��.i�, �he aai� K��m� �+�m" sha11 ����e�sent the tata3. cast �ar
t�x� �ont�acto� �o �u�Mish a�l laboar# �ools, mat�rial�,
r�ach�.nery, eq+��pr�en�, appurt�etsances � and aki �u�O��darg wo�k
nece�sar.� for �h� c�r�s��u��ior� ar�d �om����io� o� a�.� �he vr��}�
t�o ��o��d� a��mpl�t� arid �un��ic�na�. item as ���ai���l �� the
�pe�ia�. �o�,�ract� Do��zn�r�ts and�or �lans.
�8-�,+� ��O�E DF �A��f�i�T: �h� �on�.r��ta�c �ha�� �eceiv� a�d
aac�pt th� �omg�r��a���on� �s �rex�e�.t� �zov,�c���t in �u��. �a���r�t
�or �urn�sta�n� a��. �a�oac, to��a, ma��rialsr �r�ci i�c�d,en�a�.s
�a� �e��orm�.trg a�l wvr� contem�lat�c� �n� ��n��a��d �n3�� thes�
contrac� ����m�nts r t�r a3.7. �.os� an� rla�ac�e arisi�� �ut a� �1��
�natu�e of �h� vro��C o� �ror� �h� ac��or� �� t�� ��.�m�nt� � �or az��
un�oreae�n def�c�� n� o����uct�a�ts �rh3.�� z�a�► aris� o� b�
�ncount���d durin� th� p�ros��u�i.�r� o� tY�e vr�rk at an� �ir��
, �B-B {1�
be�o�e it� ��.n�� ac��p�at��� by th,� own��� {��c��� �� �r�v�.dedl
�.r� p����'��,�h C�-5 , 14 )�or a�l ��.sl�� o� wh�t�v�� desQriptior�
canne���� wi.�h �h� pa�o���utior� o� t}�� w�rkf ��� al]. e�t��nse
- incur��d l�� or �n car�a��u���e of susp�ns�.�n or d�saont�.��a���
: �� st�ch �rose���ian of t��e w�rkir�g o�_�rat�ion� �,s �t����i�,
.c � spe���i�d� os an� a�td a�� �.n�r��ng�m�n��' o� pa��xtts�
�rad��nar�Cs, �opy��g�t�, or a��er ��g�� ��s��va�ions� an� £or
��rnpl.et��.ng �h� �rork �rt �,� acc�ptab�.c� rn�r�n�r a��a�ditxg �,o ttte
te�ms of t}�� �on�ract D��u�1en�.�, .
' �he. ��a�rnen� o� an�r ' curr�nt o� pa�ti�l ���.�mate p�for to ��naX
' ac��p�.�tx�e o� �t�� �rar�C b�r �h,� Own�r s�a�� �n no w��r cons���uL-�
an a�cknowlec�g�mer�� of t}�� �c��p�an�e a� t�� �*��kR m�t�ri.a�s, o�
''`�� �qui.�rrE��t, nc�� �.n any way pr��u�,�.c� �� a������, �h� ���,�,gatiot�s
Q� ��e �or�t��,c�o� �o r�pa,�r f�ox��c�.t r�r�ew, or �epi��e at h,is
�w`n and p�o�er exp�n�e �n� d����t�� o� i�nparf����.or�s �,t� �}�e
c��str�x�ti��x o� �.r� ths str�r�gth o� qt�alit�r o� th� mate�i�,�
t�sed� �� equipm�r�t ar t;tach�ner� �'r�rr��,�h�� ir, or �bout �h,��
�on��ruc��.�� �f �he �rark� under �on�ra�t ��,� its �p�u��e�,�,�xce�,
. �r a��y d�mag� du� a� a��.�i.bute� to su,�h d�fe�ts� wt����
c��fe"c�� � imp���e��io�t ��r d�t��c�e sh���, hav� ���t� disco���e� an
or be�o�e ��i� �in�,�. 3.nsp��txor� �,nd ac�ep�a�c� �� wa�l� �r
8ur�ng �the �n� year c�u�ran�� p�rxod ��t�r �i.n�2 a��ep�ar�ce,
' � �h� �t�r��r- �hal l . �� the s,c��.e �udg� o� su�h defe�tn ,
•�.mp����c�.'�.ons, �x�� da�age� �ar�� -�he �ont����ax ei���.�.-be �i���,a
��r t_k�e Ow��r �or ��i�.u�e� tn cp�x��t �}te sam� a� provide�i
', i��reir� .
CS--B.� �?����p,,L ����MA�'�F ,�N�} ��'�`AiIvAGE; ��twe�r� �h� �e� �,r�d
�th da�r a� e��h rnon�h �h� �or��r�c�or sha11 s�bnx��. to t��
�r�gine�r a s���emeMt �hnwing a� est,���t� of th� �r�,].u� o� �h�
w��k �or�� during �he �reviotxs mon��, or e�t��.r�ta�� ��r�.od ut��er
th� �on�r��t Dacum�r;��. t��� late� than t�� 14th ds� o� tt��
month th� �ngi�e�r ���11 �r����� s��h estimat���, anrl �� it i�
�t�u�d �.o #�� �cc�pt�b�� ;�and �3�� v�l�,� o� wo�1t �ax�orm��i ��na� --
�he �ast ��r�ia�. pa�r�ent wa� r��ar�e ex���c�,s , or�� hundr�d d��.�ars
{�1�0 , l� Q� �ir� arn�u�t�r ��� o� �uch es��x�ta�ed aum w�.�.� be p��d ta
�k�e �ont�a����r �.� �Y�e to�a� �on�ract �.mount �s ��ee �han
' �4�OrOt30r �or 95� �� such �s�ima���d �um �a�].�. �e paid to the
'��ntr����� �� t?�e �o�.a� con�.��.�� a�aun� �s $40��O�p o� gr�at�r
��. �h ir� �.�x�r��y�-f fv� ( �5 } da�►s a��er tk�e �ag�l.ar ����ma�� 'p�r.�od.
'�`h� �i��r wi�,� hav� th� ap���� +�� prep��i.ng es�irr�a�.�s on f�rm�
�urt��shed b� �.�� ���.y� '�`h� p�.�tia� �s��ma�� tn�,� ino�.ud�
a�����ah1� nongeris�ab�e rnat�rial.s de1i�►ered t�o ��� vrt�rk w1�i�h
a�e t� �� in�o�pvra��� �n�o �i�e ���3c a� � p�rr�an�r�� �aar�
�her�o�, �ut vrh�.ch a� the �i�� t�rn� o� the ���tim��� �,�.�r� hat
b��� in����1ed. ( su�I� �����r�� w��1. be a�.Zot�e� or� s ba�is ��
85� o� the �et ir��roi�� �ra�ue �her�o�. } ��� �o��rac�.or �ha��.
�urn�.s� th� En��.n�e� s�xch �n���m��a�on as �� �a� ��q��st to aid
�8�6 ��?
�i� as a g�i�� �n t�he �����ica��o� or th� pre�a�a�xo� ��
�ar��al es�ima���. �
�� is �� d�r��o�d tha� t�� pa��i�� e���m��e ��arn �o��h to �an��-
���� �e ap��ox�mat� o�ly€ �nd a1� �a���a� mon��ly e�t�m$�as
and pa�m�rx� �*� ��. be �u� ject �a �����e��ion � in th� ���i.mate
renderec� f��7,ko�t3.rtc� tine disaov�r�, o� ar� ��ar�co�c .ir� .ar��.,previ.�u�
esti�a#��, ��►� su��, es�i�;a�e s���]. � t�o� f in .ar�� resg��t, b� takar�
a� ar� ac�miss��n a� th� Qwr��ar o� �txe am�ttnt' o� ��worlc' .�one� o� ��
i�s qt�a���� o� �u��i�iertc�, or as an acc��r�an�� o�'�he��wor]�
d��e or �he ��].�as� of th� �ontr�a����c, �� an�r of. h�.�
r���onsib#.�.�ties .esn��x� t}�� C�r�'�r�,�� D�cut�t�nts, ,.,. , „ . . -.,. ._ ..
T�e �Ci.ty a��s�r�r'es . �he ��.ght �.o witlz�o�d the 'p���en�'�.a� �.2�t�Y
ma�thly �st�.r�a�� if t�� cont�a�tp� �aa,].� �o p���a�� t�i� work
�tri,�t�.� �� acco�cdar�c� w��h t�h� s�e��.f��a�i.ons �r p��v��ior�s
a� th�,� �on�.�act, �
�8—�. � Tr���HHD�D��]� PAYM�t��� �a�rn�n�",o�tt-'.�.�.�'":���.�im��e�� �a�
���ir�ate� ma� �� k�e��a� . abe��,�n�� i.� the .g���.arm�z����' o�,; �h�
�ons�ru�t#.orx -age�ations �s ���. �.n ac�o�c�ana�, wi,�h :.�he
�requi.rerne�xt� o� �h� �ont�ae� Docume�t�.s .
�8--�. 7� F��iAT� A�C��T�t���: Wh�r�e�x�r th� �.�t�rov�m��nts �a�avi.ded�
.�o�e 1��► �.h�, �ont�ra�t ❑��umez�t�� sha�l ha��. �be�n � aam�l.eted �,nd
a�.X �equf ��m�n'�s o� tha �cir����,�t �ocu�ctents . sha�l :h�t�� .1��en ,
�ulf�.��.�d �r� t�� �a�t �f th� Coz�trac�.or r,the.,.��ntrac�or , sk�aX�.
not��y th� �r�gi�e�r in writi.nc� th�� �.�� �.rnp�a�r�men�s are �aady.
f�r t�he �ina1 �r�spe��ior�. T�i� Engin��� �ha�l. nat�.�y t��
app�c�pri,�.�� ,a�f��ia�s �f th� �wn��r� wi�.I t�ti�l�'�r� a�eas�r��,b�e
t�r�t� ma}�� suc� � i.t�a� in�pe��.iot� r at�c� f� the wa�rk i s
sat�s�acta��, in a�n ac���tab�.e ��nc�itior�F anc� has ���n
�om�l�t�c� in a��o�c��nc� w�.�kt the �erm� of th� ��t���act
D�cum�n�s �.nc� a11 a}�p�ov�� rnodi�i�a�fons tt��r�o�� �Y�� �ztgineer
v{�.�.x �tt�.t�at� �.Y�� p�o�e��3.r�g o� the f�.a���. �s��ma�� a.r�d
re�omm�r�d ��raal �e�c���ance of ��� pro��ct �r�� ��.�na1 p��ment
�here�fox aa t�u�.].ined �n �B��.S ]Ue�.ow,
�8�-8. 8 k'�t�A� ]2A�ME��: When��rer a�i �he imprav�m���.� � pr��r�d�d
�ax by the Cant�rac� �o�umer�t� �and a�1 �pp�co�red mo����cations
�.h���o€ sha�� have b�er� �ornp�.�ted �nd a].�. re�u�re�r�r��a a� �t��
Co�tra��t �acum�r�ts ha�e 1ae�r� �u���.7-].ed or� t�� pa�� �� ��e
�or�tractor� a��.na7. esiima�� sho�r�rtg th� �ra�u� of �I�e �r�x�
wi.Z1 k�� pr��ared ��� t�he �r�gin��r a� so�r� as tha r�e�essary
nt��s����er�tst �omgu�atiar�a� a�d ch��k� ��n be ma�e.
A�� �r3.o�
s��j�.�t �o
pa�rn�nt.
�st�,ma�es upan w�ich ga�rnent hae ��en mad� a��
r��cessary �o�ae�c�.�ons �� �ev�s�o�xs �r� �.he f�nal
C8-�8 (3�
�he a�ou�� �f �h� �i��1 es�im��e� ���s �r�v3ous gag��rita �nd
-�ny s�� �h�t hav� ��e� ded�c�e� �� ��tain�d ua8�� the
•'.�•` p���#.��.on� o� �.he �ot��ra�� �3octxm�n�s� �r,�i.11 �� �a�.c� to th�
! �ont'�a��.�� wi�i�in �5�� d��� a���� �.�na� acc��t�,nc� �� th� �wner
on� s, praper resvlu��an o� the �i.�� �o�n��.�, provide�l t�e
- ��n������� l�as i�rt�i�hed �o th� �wt��� e�t�sf��t,ox� ev�d�nc� o�
� gayrr�en� �.� �al�ows;� Pri�� �� ��ibrr��.s���n •�f �h� 1��nai �s��zaat�
�o� p��rr��t��� tl�e �ar�tra��ox �t�a��. execut� a�n a£�i.c�avi�t ��
� f�urniak��d ���' the �Ci�r1lr c���#.�yin� �h�t� al� ���san�, ���m�r
as�ociations� �o�p�ra�ions� �r ath�� a��an�.�at�ons �urnish�t��
� �.��,or �nrifar ma��ri.a�� h�,�t� been �a�d S.n �u7,7.� �h�.t, �h� �,tag�
� ���:le est�,�l�.sh�d b� ��� C�.�y �c�unci]. �n ti�� City a� For�
= i+4o.���.� has ���rt pai8, ax�d �h�t �h�ra �r� n� ����.t�s p�r�e���g for
' g���ana� ���u.�r]t �r��for p�og���y dam�,g��. .
`+ �'h� �.�c�g�ance b� �i�� �on�.x'aa�or of �h� �.ast or ��na� paym�n�
�� a��r�s��d �h��� op�x'a�� as �nd �5ha}.1 `r�],�as� �h� �wr��� �rom
� a�l.''��.a�ms o�r ��ak�3.lf���s ur�der �l�e ��n�ra�� �o� ���►t�h�.t�� d�r��
� oac f�ri��.shed oz x�Xat��t� �o �he w��k ��de�r Cor�t���� �o�urne��.�s
or at��{� aat ar neg��ct o� s�,i� ��,t,�► r��.��3.x�g �o or coz�z��cted
v���h �t�� Contra��. .
'�t�e.�.�r���C�.nr� vf ��e �ina�. p�,yan�r�t by �h� O�t�rt�r �hal� ��t, x��la�t��
th�' ���,��actnr of �n�r, gua�ra�i�ees �r .��her r�r�ui��men�� o� ���
Cor��ra��. 17o�unt�r��s whi�h specifiaa�ly �on�3.t��� th�r�a����.
���-~�.9 _�D�Q[3AC�t �F D��Z�t�: �� i� understo�d �h�t t�� Ot�r�i��
beiieves . i� �a� emplo}r�d co�pet�nt En��.���rs a�c� des�.gn��s� t�
pr�pare' �h� �tr�t��rac� Docurt��r��� and a��� xn4[�i�fca�i�r�s o� �h�
��p'�oved ��nt�a.c� �}�cum���r�, �� �.�', t, th�7Ce�c�]Cer a���ac� that
�.�� ��rr�e� sha�� �e zes�or��ib�� �oac �he ad�c�uac� o�' i�s �wn
�e�i�r� featu��s r�u���.c�.�nc� c�� th� Cor��.ract �o�um�n�e � t��e
sa����r t��' t,he �tr�xc�ur�� �,nd �he ���.��.�.cabil.�t�► o� the
op�ra��ot�s o� �.�� comp��tecl p�a�ec�R pr��r��i�� t�� Con�x'ac�o�
h�s co�p].�et� wf ��h th�� r�qu��etnen�� of �he sai.r� �or�t�raat
�o�utnentsr .��.3, ap�r�t��c� madi����.��vr�s th���o�� an� �dd��ian�
�,nd a].t�ra�i�r�� �t�e��to ap,�rav'�d ��t trrritiz�� k��► �h� Own�r. Th�
burd�� �a� p�oo� �� su�h �o�np].��€��� �ha].1 be �apo�t �he
Corttrac�or �o st�ow that k�� �i�,s �o�p�i�d w�.th �h� �aid
r�quir�r�ant� o� ��e �€���ract� �aa��x�n�.s� app�av�ec� mo��f �ca��ons
�.he�c�of r�nd �lY approv�d a�,�ii.�ior�s ar�� a��ezat��.�ns th�r�t�.
�8�8.�0 ��NEk��4.L GUAF��3�T*�: �+2�i�l�er the �ir�a�, c���f.�����.� a�
pay��n� x��� an� pr�v or� in ��e Con��act 3�o�ur��r��s nc��r
p�rti.a� ar �r��i�e o��u��rtcy or us� o� the premi.sas �y t�e
�wne� �ha�.� ca�st��uta ��t a�ceptar�c� o�' wor� t�ot ���e ��n
ac�axdar�c� w��h �he C�r��.�aet �ocurt��nts or r�la.ev� t�e
�anY.�act�� o� li���li�� �.r; �ra�g�ct to a�� expr�as w�,�ra�ti�e
o� ���pon���l�i].��.�+ �oz� �aul�ky ma��ria�s �r +�o�krnanshi�, �h�
�or�t���ct�� shaZl r�r��d�r �ny d�'�ects or d�m�g�s �� the w�ar� . and
�6-8 (4�
PART Cl
SUPPLEMENTARY C�NDITI�NS
��:�'�"S�N �'� :
��rr��,�N�:�]���.�i�'Y ���1DITi�Iv� �rC� ����r � - �L�v[+�i�AL C�NDiTio�s
�_ Gc��e�al
`I'l�eae .�upp���ne�►tar� �onc�itions amei�d or st�pple�errl tl�e �eneraJ Cayid�tioiis of �Yr�
C�onfract anc� oEY�er pr��+�sic�r�� ni`��tic C�o�Ytr�ct llocum�r�ts �s inciicate� be�ow. �'rovisFons
w1�ic�x are no# so am�n�ed �r sul��lernenl�� r��'nain in #'ul1 f�i�e and af�e�t.
B, �3-�.7 Ti(]�[]�; P�g� C3-3 (3�, t�e ��rr�gr�p�y ai�ee �e�bp�ir�graplY d. Change t�re
para�rapit l� re.�d �s foll�ws=
"�c, s�re[i�:s will hc �c�c��ted E�y tlie a������ w��ich �r� at the �ime fr� def��I� or ��linquer��
�� any Yrnnd� or whic�i ar� ir��cres#�d i�� any li#�gaiio.ati a��ir��� ll,e Clwtt�r. A!I bon�� shall
bc rr�ade a�i ihe £urms I'urnish�d by� tl�e �v��itier a��d t�ze s��rety si�a11 he �c�eptab�� ta thc
�wn��. Iu order for a��ret� �� hc a�:cc�t�b�� to th� Cit}�, �1� ���ie �rair-te c��'tlYe sure�y s}��1�
i�� inc�ud�� o�t �11e �+��rej�l U.�, Tre�sa�r� List o#`�l�ccptab�e ��reii�� {C'ircul�r �70�, or
(2�� �h� stirety m�a�t �ave ca�i�a1 �tir�d surpltis equa� ta t�n ��mes ��he amnr�ni t�� 11�e bond.
Thc s�rety �riust b� li�er�se�l #o business in ��� state of'Tex�s, ii�e �r�c�v�tt of �ti� E�a�i�i
sl�all iiv€ exceed the a�cxt�nt s?�c�wn �t� i��e 'i'�e�ury lts! or ar�e-�e�llt �111�� ot th�, tota�
c�pital �nd �u����, if reinsuran�e ss rer�uircd, tl7e c�nlpany w��fing �1Y� reinsurar�ce rnus#
be a�tit�t�ri��d, a�creciit�:d �r� tr►3stced t� c�� b�si�less ir� Tex�s."
�. �S-8.� PARTTAI. F�TI��LTE� I�.�1D I�.7'�II�IA��;; 1'age CS-8 {�), slro�lri b� d��eted in
its e��tirety and re��E�cc� vrtth !�e #`o�lov���t��;
P�ial p��� es�rrr�aie� �hr�ll i�e �u�niE�tcd by �he {;�n#�a�tor �r ��repat�� hy ��t� Citv oi� the
Sth day an� �4i�r s�a}� ot' ea�:1, mr��th �a# t�e work is �ix prvgi�ss, Tl�c: �s�irnat� si�al� bt:
�roceeded by tl3e �ii� cxt� t�e i�tlY ��y� a�Yd 25#h day res�e�:tivel}�, F.stirr���es w�ll be p7i�
witl��n �5 r��►ys f�llnr�r�n� �he ���d �r� ti�e estit�ia#e periaci, le�� E�� appro�riate retairta�e �s
sel c���l Uel�w, Par�i�l �sy �s�ij7�aics ma�+ inclu�le acc�ptable n���erf�hable materials
�eliverod �o �he ��rl� �l�cc �,+hi.ch arc ta E�e irtcar�orateci into #�� r�r��it �s a pciYv€�neriX
par11�1e��o£, �71,11 W�]1G�7 :Y! 1�1C Llt1�C 0�1�3C �}#1}+ C'.SIE�Ci��� �lr�be ��t �]f5��1 SO 11iSic��tL�. �� SUCfI
m�tez3a�s are incl��c�e�i �vi��in a�a�+ es�it�a#e, p�yine�€ shall be t��sed u�c�n ��°�a o� tlic ri�t
voice va12�e lh�reaf T��e Cotxiracto� wilt ��riiisli tii� �r�gineet se���� infc�rrr�alic�� �,� m�� b�
��asonably reqt�esk�d fa aid in �Ixe vesi� icau�st or �he prcpa��t�on o� �i�e pay esti rnale.
For �c>nira�is c��` lcss tt�aii $400,��0 at fl�e li�� ot' e�c�cu�iori, r�:laina�e ��7a�1 be ten �e�•
c�exat �1 �34fa�_ �c�r co�ttta�ts �f �404,0�0 or m�se at the time �� exec�l�t��t, r�t�ir�a��: s�ia«
�e live �ercen� ��°lu}.
�ontra�#or s�tall p�ty sxibcoiitrac#oi�s in a��oxd v,+i��. �he �u�co�xtr�c� �gecem�r�t v�r�t�ir� five
�S} ht�sin�ss ���s a#�er rccci�rt by ��ntr��t�r �.f i��� payrnent 13y �i�}�. �un���clor's Ca�luFe
k� �Ya�ce �h� �eyuirr:� }�a��n�nts to s�bco��tr�c#ors wil� authariae �he �i�y to wi#hhold
fut�are payT��ents i�i•on� ih� ��r�ir-a��ar �iiti! comp�ianc� w�t�i ihi� ,�art��ra�i� is
accomplisl�ed.
t� i� t�d�:r�lc>u� tliat t�� partiai pay estir��tes wiif be a�p�axi�la�� �rnjy, �r�d a�i p�rti�� �ay
�s�irr�ates ��d ��yr�icnt of s�rn� will bc s��b�cc� to �o�ection �n #lie �st�niatc r�ndered
fc�llovt+ing t11� discn�+ery v� �.�� r�Ytstalcc ij3 �r�y �revious estim�te, 4�artia� �aynient �y
lt�v��e� Pg. 1
�41U��{� 1
Ov��iier For the amo�t�t a� w��k �oue or o�' i#s c�4aati�}� ar s�jf'�o�;i�n�� �r acce�t�uice o€' the
�uork do�e; �i�ail not rele:asc t�i�: �'on�r�cio� o�� �iy €�l' i�s res}�onsib�lit�es k�uder ih�
�crn�rac# Doc�nlen�s.
'�'�ie �ity ��:s�xves the ri���t #a wi�hl�alt� tlie pA�+m�nt �sf' a�Yy �:�r�jal c�i�nate ��' tli�
C:or�iractor f�31� to �erFc��t� �ic v��ric i�� s�r�cl a�carcianc� watl� the spc�:ificali�i�s ar ocher
px��vi�io�s of t�tis �orttr�cl.
D. �art �' - C�en�:i'a� ��,�d�t��tiis: �'ara�ra��i �3-�.11 0� il�e C�r�e�al C�or�ditions is delet�d and
�epiaccd with.D-�2 o#`Part D - �p�csal C'�r�ditior�s.
F.._ �3-�. � 1�Si.JRA�1�:�: P�ge C:�-3 �f): De�ele �t3bparag�ph "g. L�C;�L A��i�T F'�R
IN�U��A�1��: A�� B�}1�1D1I�Cx"
�. ��i-�i.l����1i42A�TC�R"�R�'���I�]S[�3�1'i'���'�I�I)1��i�1�1���11�iNiS�Pa�e�6-�
($}, is d�lct�d ii� its en��ir�:ty a��c� re�la�e�l v�ritl� t�ze folCowii�g:
�ontr�c�or c:over�ants a�d agr�es to indemnif.y C'i�y's ei��inecr ar�r! a�cl�it�ci, ��d ll�eir
per�o��e�el a� �h� �r�ject sit� for �o��tract�r's sol� ne��iger�ce. Ir� addition, Co�l[ra�tc�r
covenarrts anr� agrees to in�crn�fi}, iiolcl �arn�l�s� �d defeu�, �tt its awr� e�cpense, [��e
(�wner, il� ��fficers, servants a�xi c�n.piayees, Ff�]Zi �F]i� ���t1t'YSt d�1j� �11{� S�i C13�11118 OT SUi�S
for prv�ert� ln��, proper�y� damage. persortal irr��ry, ii�cluding �e�t�x, ar�sir�g �u1 of, c,�
�lle�ed tc� �ris� �ui �f, th� woik at3� s�rvi��� io be �erforr��d licr��nde�� �y C[�ntr�a�:lt�r, i�s
a#'tice�s, ���nts, crnployee�, s��bc�r�t��tlnr�, �ic��sees or inv�t�es, �+�Jr�Fl�er nr ur,� a��y
�rrcl� �r��jr��;y, dar����� ar �f��r�Jr is �ar�s�r�, r�� Fvlr�fe ar� fe� pr�r}, b� �l�e ��e�����cs r�r
rrf#����rf ���.��f�,�e��c� cr� ��v���r, i1,�c r�f�c�r,s, sen�rrr��s, �r errlplo}���+. �'.[r�i��lc:fo� li��wisc
covi:��:��ts attd a�Fees �o ind�mni�'� �1�1t� t'1011� �1�3'[i11�S5 tll� {�Wf]4� fi[]ffk {lil[� �8iI1S� �iTl�
:���i �ll in�tifri�s io �}we�er'� o�'i�ic�rs, ��rvan�s a�xd �mplo��� a�d at�y cia��Y��c, �oss o�
d�su•�tc�ian to prop�r�v of �h� �wne�r �sfttg fr�m t�e pe�forn�an.ce ��' �n� c��'ihc t�rms and
condi�to�s of ti�i� �o�t�ra��, �vlre�l��r or �r�t r���.y srrcl� ���{�rry �,r rfr��rr��e rs car�s�r! r'��
�vlrale or i�� p��� b� r1�e r�c� ��r"�ce or afh��ed ueg��gerrce �r�O��r�c.fr, frs� of�ce�s, ser�rrrxfs
�r e�r�ploy�e,s.
ltt ti�e eveiYt �w�xer rece�ve� a w�i�t�r� �lairs� �'or damages ag�ins� tlte ��iitrac�or ai• i#�
suk��ouiractors �rio�• �� tint�l pa}�rnen�, fina� payrr�ent s�aii rr�t hc rr�ac�e t��zil [:ot�tracto�
citl�er (a� subinits !� �wn�r ���is�actt�ry �vidcnce lhat tlie c�a�m I1as be��ti ��l�l�c�l �ncilor a
�ele�se �rorn t�ie cla�in�nl �nvc,lv�d, nr (h} pr�v��es Owncr witl3 � iettcr froir� �an�a�a�tor's
��ab�lil� ittsura�c� c�r�•�e� t�ra# tiie c��irn i�{ts �e�� r�ferreci t� t��e i�su�a�ice cari•ie�,
Tl�e i�i�ctor rr��Yy, if hc deet�s il ��praprr��e, reli��e t� ac�ept bfds oti otiier C;�t� nf ��ori�
VJc}ri� �ui�li� v,r���t l`ro2n a�outrsctor agai��s� whor�t � c��ir� li�� �ltrmagcs Es ��ttstarr�ii�g
as a re�ult o!'v��s��C �erF'c��rn�� un�cr a G�ty C�'ar�t�ac�.
�. IIV�RCA��.D OR I��:C�F..ASFD �L1�i�1'I`Y'rIE�: ��rl � - C�e�eral �'c�rrdi�ions, �ectioiti
�4-4 S�C��I� OF i�Oitl�, �'age � 4-4 {I}, re�+�se par�grapl� �:4-4.3 ��3C.1�.A�LD Okt
D�C�.k:���.D �U�4N�'I�'I�� to rea� as follaw�:
Re-vis�d Pg. �
Q��05l4i
'['li� (�wrrer rescrves ihe rig�t� �� �li�r �he �u�n�ilies of`t�re wor�C �o be perfarnxeci or to
ex�end o� sht�r�e� ihe in�prov��ne�tts a� ar�y #vi�e when ��� a� lou�lsf �o be i�ecessary, �r�d
#��� �on��ractur �i�a�1 pci�forrtr �hc worl� as altcre�, incrcas�d or decr��ed at t�te �nF� �rices
a� esla�lished 'ui l�� �vn�e;r�l do�:�rr���t[s. 1�0 �llowanc�: wilk ba m�e for any c�Yat�gc� iu
�n��c��a��d �ro�i�s �or shall sucli ����nges be �onsid��d �s wai�iiig or i�tv�lida�i ng as�y
�o��i��v�s �r provi�ioi�s a�'tlie �on�rat�t ��curr�en��.
�ar�a�ions an qu�rrktlG�s ot sanit�ry scwer pipe;� in ciepth cstegories �Y��1� be i�t�r�rct�d
l�e��in as a���ly�i��g �o �l�e ���ef�tli yu�titi�s ��` s�r�itai� seuver pipe i� e�ch p�pc size but nat
to the va�•iou� d�p�h �ate��Fies.
,i
Revis�c�
U�J0�1� 1
Pg. �
�AF�T � + �P��l�L ��IVDITf�i��
�-� �uv��r� o� ����r���r ......---��--�-��---.�.-�.��----�.-�-�---------------�-�-�--�---._._..__...__._,_...,,..,------.._.�.
a-� �L1BN1M��k��i �� �OEVTI�,�T ���U�AEf�TS, �Oh1�Tf�U��`I�N �TAR�` i�N1� AhlD
PF��—�{�N�`�F�U�T[O�1 �UB�3T�'�1L�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�-•---�----�--�-------,,._.,--�--...,,,_.,..,.....4_
D-3 ���,iERAL,„ ............................................... . . . . ..... . .... . . . ........................... „ ,....,.,...�„
D-� �f�+117„ ................................................................................................................................7,..
p�5 PROJE�T D��€�C�ATIDN----•--�-------•--,_„ ....................................................................... 7,
D-6 E�UAL �D.+��L�`�'N1EN� i��201f1�1�i�,1� .................,........................,..........,.,.�,.............,,...,,,7,
�-7 P���CQ���'R�,1��IOh1 ��N��Ft�iJ��„ ......................................... ...............................7,
D-8 �D�RDG�1��I�N �ECTEN��,,,,,,,,,,,,,,��-�---...,............,..,.......,........._,.,..........,,,....,..........._�.
D-9 Cl�l�` ..................................................................................................................................7.,,
C�-1Q BE�EA�{�lOV1Jhi OF B�D PROP��Af..,-��---�,.-a-•----.,.,,-•---a�-�-•�� ...................„__.........,_.._,_,,,----•��
D-"[� PROJE�T�L�1�iVUP ............. ..........................................................................................7,
D�1� ��i�1TRA�T�R �Ofu"r��CA�3�� V�CY�I 1N�f�4t�R"� ���P�I��ATI�C� LAV11 ......................$
D-13 �`.�N�R€�1` I�i�D VtilOIV��f�� Bl.l�I�IE�� ��VT�RP�21�E �MNV�E� �Dik+JPLI�N�E.,.......,.,1'1
D—�4 �A�����R QAl'-�-• .....................•---.,.._..,_,,.,.._,.,.,,.,,.,,_.,.--•--._..,..,,__.._._....---a..--•-----•-•-----„��
D-� 5 �UB�I�GAC�Y 1A+Of2K ........................................................................................................9�
D-16 1+VA�� RAT��_, , „ .... . . ..... . . .. ..... . . ..... .. ........... ..... .... . . . ... .. . ... .... ... ...��
D-'E7 �A���lICf��'�f�iVq��F�N�l7� ..................................................................,,,..,...,.,.,.,,.,.,._,�4
DY'k8 �OORDI�IATl�N W1Tk�� �ORT 1N�RTI-'I 1{V�TER DEPART�IEN`� ....................................95
D-19 E��#NiA�� TO PRIIIAT� PROPEf��'�*_..-�••�•---��••--�• ............................................................�,5
D��.O �M��' C7F�AWI�1��,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,......,,.......,,.....,,...,.,.....,..._..,.,..._,,.,,---„_,'l�
D-2'[ �RD��I�� QF ��CE�TIN� l�T1L�TILS ..............................................................................'�,�
D-22 E}{C�TfN� UTI�IT�E� A�1D 4h.+tPROV�M��,1T� ..................................................................�G
D-�3 ����TR���I�f� TR�FFI� 01��F� P�PELIid�� ........... .............. ............... ............. .. ...�7
�-�� �`F�A��I� ��EVT���_, ,., , .., . � . ... ... .. ............................................. ... . .. . .. .. ..�l_7
D,�� PA'��u1F..N� .......................................................,...........,..,.,...............................................�8
Q��6 OMET,,,,, ,,,,,,,,,,,„__„__,.:,.,,,.,,......,..,..,.,.....,......................,.....,............,.......,,.,..,.......,....,.,�,8�
D-�7 D�TOI.lF��--•---� -��--�---�---.,..---•-••-•-•-� ..................................................................................'1,8
1�-�$ �A��?R��ADESA{�1DV1fi�1�C�1h1� �I��I� .....................................„_.__,....,,..,.,._._„__.,..,.--•----1.8
C�—�9 ��CAA+11i�ATI�N �F �aT� ..................................................................................................f,8
D�3� ��M1lf�i� �O�.+IPLaAf��E ...................................................................,..........,.,..,.,,...,,....,.,�.8
���� W�TER FOR ��i��rRU�Tl��1-�-�---•--•--•----•--....._._,_„--------� ......................................•-----,'i9
D-3� WA�T� f�+l�,T�RJAL .......................................,....,.,,..,.._..,..........,,..,.......,.,,..,,.,.,_,.,....,,.,...�_9
Dm33 �LEl��IUp �OR �Ci�AL A���PT�hJCE .............:.. .... ......................................................i,8
C}-3A �F�Of'�F�i1�A�����,_,.__,.,--��--�---��-�-..--�--�-�--��----�-��-��-•------�-�-��---• ...................................9_�
D��� ��N�Tl�U�T1QE� ��F��DULE �4�VD �CQUCC��IN� ��= 1NOF�K,-•• ..................................� 9
�-36 �AF�TY ���TRI�TJ�N� -1+51�RK NEf�F� WI��� i�OLT}��E LIh�E� .................................��
D-�7 �N11T ...............................................................................................................................�2�k
D-�� �A�11T}�E�Y FA�lLITI�� F�� IN�RKER� ....................................•��---•-._.................._.._..,.�D
D-�� L��AL f�ELA�I�t+,1� A#�D ���I����I�l�.��f'I�� 7� T�-IE �U�L1� ...................................2�
�-4�] M���F-1T T� A�.1DIT,,,,,,,,,,,,,„_„_._._,.,,,.-•---,.._,..._....--� � ---� , ,,, �--� , .,,. ............ .... ,. . .. , ..��0
D�4� iN�����E �R D��R��l�� ]EV (�k���JT�'i"I�S,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,....,.......,..,......,,.,.,,..,,��
�7-4� �l.l�'I`I�l� �� ����F���� .............�--��-�-•--�--.,.,.---._..,_........_.__.,._..,...,......,.........,......,.__.,,.21
D-�� ���i�f��TE �kDEV�lALK �ND DR�V�iI1fAY ���L.l•l���ll�.f�� ..........................................2�
D-4� 11�E���L�..AN��U� PLA��Pk+��f�T �F ��4T�R�A� ....................................................•--•--�'i
D-�G TYP� ����� gA�KFI�I�,.-�--.,_..--� .........................................................................................��
l�-47 R�1�T U��D ....................................................,.,,.,,,,,..,,..............,...,,.,......,,.........,.........,..,��
�-�s r��r us�:� .................................�--�-��-�---..-�- �-�-�-----�--.��
, ,..,... . ., ,
D-�� TREN�H EX��1f�TlOEV, B�I�C�F�LL� l�ND ��A.+1PA�TI�N ..............................................��
�-5� �AV�MC�T F��.f'�If� ���-�9),,.,-��--.,_,.,_„-------------��-�-�-�---„_,.,,,_.,,,_,._„_...,.,.,.-•---�-,_,_,.,_.,_,�3
� ��o.{�r ���1
���r � -s���N�� ��r�������r�
�-�� r��r��� s�����r� s����nn ��� v��,-r�� �����T��t�� ��oJ��-rs a��.v ..............��
�-�� s������� s���� ��nr�����.---�-�--�-�� ........................................................................z�
D-�� ��I�IT�R1' ��Vti1�R ��R111��� ......................................................................................2�
D4�� �1�1` k1S�D ...............................................................�,,,._......,.__,.,.,_,.,,.,,.,..,,.,.,,...,......_..,,.�&
D-�5 RE�OV��,, �AL,VA��,I�NDA�A��I�fVfl+l�l��0� EX1��1`IEV� FA�I�ITI�� ....................��
l�-�� ��T��T#�SLE VV.AR�11�fi� TAPE�_„ ......................... .....................................................„3,`1
D��7 P1P� ��.�AfJlf��.,.,._.,-�---- ., , „ .................. ...... ................... . ......................................3.�
D��� BA�2Ri�ADE�, 1+i�F1�Nl�l�S, Ah��] F�AC�A+1��1.........-•---� ....................... ..,39
,.,.._._.__, _._„_.,,..,
D-�9 DI��O��€. �� SP�CLlFILL p.+1,+�T��1Al.. ...................,,,..,..,......,....,..,..,..,.............,.,....._..__3�
Q��� fl+l��I�fi�E�l�� A�D i�ATERIA�M�fV'� ���k� ....................
.................. .......� , , ..,.,.,,..,.,,,��
D-�1 �l.a�STI�`l.i�`i�}�1� ..............................................................•--••------�----....,.,...,.,.,......._�.,_.,32
�mG� PC��-�Oh��TRU�i�0�1 T�LE�i�COh! ]N�F'��7kO�i �F �l��I��RY ��WE� .................��
D-�3 Vf��I.�UNI T��TI�l� OF �At�l"C'���' ��1N�R MJ�EUHQ�.�� ..............................................��
D-�4 SYPA�� �UN�PEE+3�,,,,,,,,,,,,,,,,,,,,„_.__.,_...---��-,.,,,,,. _.�
I�-�5 P���4�O�V�'1"RU�TJOiV T�L�1Il�EQf� ihE�PE�TI��V O� �Af�ITAR'R' �E1lV�� ...............�7
D-6� �1�h+1�'��� AlVD Q�.lIlL3TY ��iV�F��I. �E�TII�� .... .................................. .....................38
D��� 1`�C�+IPORARI' �l���lOh,1, �E�IR+IE�VI'. AI�€] V�lA��ER PO��U'I'I�]i�! ��lVTR�L,._._,,.-•---,�9
[}-68 IfV�RE�� AhlD E�F�E��IOB�Tf�l1�T1(�IV �F �l��E�� iD pf�IVES..--------• .................. 4�
DmB� P�DT��71�hJ �F TR�E�, PL�iVT� �IVD ��IL ...........................�-�•--.,..,,....,............,.,..40
D-7� SI�E RC�T�R�1TlON ..........................�---,_...---„ ,,,,.,..,,,.....,...........,,.,........,.,....,....,....,..,_�,�
���� �1�--�r a� �a��r �rv�r�z-�� �r�r����� ����u�Y �.�s� ........................................�-�-----.._�a
E7-7� ���TE �EVO�V�M1l� �UND (�#��} R�Q�fR�f�EE�,1T�-------• ..............................................4�
�-7� P�EVT�i� SC�IL � ��DDI�l�.-�� .............. ....................................................................... �.1
L]-74 �O�lF�IV��1 �PA�� �h�TR`! P���FiA�,,,, „--��-�-�--�--� .....................................................�3
D-7� �UB�T,�CV�IA�. �QiV1F�LE'rl�[� �N�PE�TfO�JFINA� INSPE�TI�N ................................��
D-T6 E�C�A11A�i�f� �3E�R TR�E� ...... .. ........�--�--.._._.._,_,._.__..,,.,_..,,--�--,_,..,_.........,..........,.,.,,_�3
L-77 �OtV�RET� E�V�A��hr"r��1T �F 8�V1fER p�I�E.__.,.. .................._,...........,.......,.........,.,...:��
Cl-7'8 �I..A*� DI�A+I,-�-�-�,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,��-,.,,.,.....,..,,......,.,....,_....,..........,.................,,.,.__��4
b-79 E7CPi.�F��`�RY E��AIJATIOhi ���F-k���} ...................•-�-�---•--,...,..........,.,..,...........,.-•---,?��
1��60 IN�TALLA710F+1 �F I+V�TCR FI��ILI7'I�� .........................................................................4�
8�.� Polyv�n�+l �hloride (F�1��� 1N�l�r ���e .............................................................................4.�
8�_� B���kirtg,,,,,,,,,,,,,,,,��-------•�-- -.,.,.,, ,...,..,..,.,...............,................__ . ,.........,,.,,..........._��
, ,.,,, - -
��_� �`�rpe of �asRng Pipe ............................�---._.....,..............-------,,._,,.,_,...,.,,...,..,,.,,.......,----�l�
8�,4 7�e-ins .................................................. ..................... . .................................... . ...... „
• 4G
8�0.� �or�n�ckf�n of�x�sting �11�it�s ......................, , ... ...,, ...,.,.........., ,. ... .....,,.,........,,,....��
8�_� Valve �uk-Ir�s . . ... .............................. . .. . ,.......,..,.,.,,.,_._..---.., , .,,.,.......,......., , , ..__.,:��
80.� lllfater �ervices,,,,,,,,,,,,,,�--•--•-•�--��-----._,.,,....,,.........._,.,_..---,,.,,_...,..,..,............,.........-�----,�.7,
80.8 �-En�h T�rnparary ��rv�cel.kne .........................................................,__,....,..,.,_.,.,...,.,..4�
�U.� A�ju�# N}ar�h�ol�s, �nd 1��ults {�.Jt�li�y �u#} ..........................._...,....,..........,................_.__..�9
�0.10 �ic�just W�ter llalve �ox�s ........... ..... ..... ....................................................................49
80.�� Pu�gi�g a�rrl �torili��tior� �FV�la�e� L�n�s .......................................................................�0
�O,t� 1+�lork h�ear pr�ssure �'Can� Bour�d�ri�s� ........................................................................�0
�0,'�� N�t Llsed---��--� ..............................�-•-•-•----•.,_.,....._.,.,...........---•�----„_,.,,..,.,,,....,..,......._, .�Q
��,"!� ��act�j� Eron �.r�d �ea}r Iran �i##ings .................. . ..... ........................ ... .. . ................. .�_0
D-8� �PR�Nh4L��l� ��f� I�l.��� ���1��0� ...............................................,,.,...,......,.,.,.....,..,_,,.��
�-�2 b�1Nl�T�R�C��___________________„ _,.. ,..,,.,,.,..._.,_..---•-�-•----,_.........,.,........._..,---•--�-�--...,,.,...,.,,._�,�
D-9� TR��,1��1 �?C�A�C�TI�h! O�# DEEP �F��f��F-��� .............................................................�9
�1-94 i��T l���D ...............�---._,._.,�„ , , .,,,,,.,,..,__.._,_....__.,_..,......,,.........,,..,,..,..,..,....,..,,,.,...,.,,.,5�
f�-�� TR�E REM�11A� .....................__.._..,.......,..,.,........,...._.._.. ..,. .. .. ..
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SC�2
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1�UBLI� �OTIFI��T�OEV PF�I�R 7� B���h1lVlhE� ���]�Tf��1�Tl�N,
TF�AFFI� �UTf�N� �fVD L��P ��T��7�F�S ................................
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���r SC-3
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���� � -s������. ��r���r����
Thls Part D — �p�cl�l ��e�di#iar�s is �or�p�i�7��t�kary �o ParE � — �er��ral �a�diti�ns �f tl�a �ar���a�#,
Ar�y#h€r�� �onta€n�d in ki�is �art D tF�at is �dditive ta arry provision in k�art �—����ral �onditio�s of
k�e ���tr��t are t� be r��d tqgeth�r, Ar�y s�artfl�ct bet�rve�n Part �—����r�C �a���itio�,s of #h�o
�a�rtr�ct and tC�t� �ar� C}, Par� D shall cor��ro1.
F�R; RE�Of��TRU�TIOiU �� EV,��� A11Ef�lJ�
��RT 1N�F�7`H. T�}CA�
PRO,l��T f�C�_'s I�W53-064�3�'17��6�
PS�B-�7U�$0����7�
D-1 A1Np��b O� �ohl�`F�l��T
7"F�� City r�serv�� #h� rtgrx# tv �b�r�dc�n wik�ro�t ��1�g�#i�n �o EF�e cor�trac#o�, an� par� of tt�� p��lect,
or the �ntire proj�c#, ak an�+ tifne befar� �h� eor�tea�tor be�ir�s ar�� ��r�str�rc#Fon w�[�C authoriz�d k�y
�he �i��+. l+�a+.rar�, if made, sliall 4�e lo ihe low�sf r�sp�r�sib1� ba�c�er,
�he f�ll[+wing shall appfy for cor�teact da��rttents with mul�ipl� t�niks �f t�rork. �ach unat r�pT�s�r��s
a separate project, o�ch with an ir7d��+idual ArlNVE3� �p���fi��.#iot� and pr�pasal se�tiar�. T}�e
{�r��osal secEiorf� ar� a�r��ged #o �Jlow p�os{�eckive hid[kers ta s�abrni# bid� on o�e ur��t, s�rn� of
the �nEts, or �If o� �h� uni�s. A�+2�rd of c��rtrac�{s), i� rnade, s�all be to the low�st r�spons��le
bidder fvr aach individ��al ur�it, �f a con�{actor Fs th� I�w t�idrl�r or� #�,nto units or more, a sir�c�l� ��a
�f �csntrac# �oc+�rne�t� ca�si�ERr�g o� all applical�I� u�lls will b� cee�k�d ancl or�e �in�l� �w�sd of
�onlracl sha[I b� mact�. TF�e �ontrac#or s�alG c�mply 3�.r�tf� t#�� �iky`� P�+1�1NBE �rdinan�e on e��h
��it, BirJd��s sf�al� submit individ��k and s�p�r�t� mvnthly �Vl{1+11BE report� far each Unit in.cfude�l
fn �he �onkract_
��a�s#ruckior� tiri7� ort �i1 �r�iks will r��n c�nc�r�enk3y. �or situation�s i��+�l�ir�� appro�+�d contr��is
with mul���E� units� th� ta�al �11owa��� con�tru�#i4n cornple��o� tirn� pr�ea�d #or �fl �t�� uni�� shall be
ti�� same as t3�e unit witt� the longest construction #irne perio�k.
D-2 �UBM���#�hJ �� ��N7�2A�T E?��iJI��N�`�, ��4V�TRU����N ��A�RT TIM� ►�NQ
PR�-�OIV�7kl#�71�k� �UBN�ITTAL�
7he co�tractor(s} s�all exec�te and refurn ih� C�r3�l'�C� C���Uik7�llt� t� tk�� D��aartm�nt of
�,�gin��rir�g w�thlR� t��� �y0� war�ing days a�er no#ificat�ar� by the �fty.
A f�re-�a��truc#iarr maeti�g ctate will be es��bCis3��d a33�{ nnted in t�7� Let��r �o �o�k�a�t�r. Th�
e#���tiv� work �rder d�#� wil� b� sek �t ih� pr�-cor�s#ructJor� c��fere�rce.
T�e contractor�sj shail b� r�t��i��d to s#�rt constructs�r� o� ti�� peojec# no I�ter tha�r #ee� �1 �}
cafe�td�r +nr�rk���g da�rs at#er the pre-construc�ian rnee�i��g d�#e. unl�ss � dJff�rer�# �i�te is
esk�blishe� in a�o�i�� �o Pr�c�ed, The �i�y sh�l3 iae��r� �o �F��rge tafrte on tk�e pro��ct t� tf�e
contra�#�r el�ven days aft�r t�re prs-�onstr�ctio�r rneeting d�fe. u�l�s� � different [��t� �s
�stab�i�hed in � �lotice #� Proc�ed,
I��r �fk�+ ordinar��r 13� 71, as ��'nendeci by �rdinanc� N�, 137�'1 � th� �ontrac�or�s) sh�ll su�mi�
th� I�tk�rs �f inEeni or e cop�r of #h� a�r�e�rre��ts �vith �ertif��d N��lV�� s�,t�conlr�.�#�r{�} �t or �ef�r�
tk�� pr�-coT7sir�+c'.#ior7 c�r�f��`er���, T� exp�dite fVrIWB� coi�pl€a��cs can�r�ctors �re s�r�ngly
e�c�ur�ged to s��rnit the ex�cuted I�tt�r� �f int�r�t �wi#h MJWB� ��bcan#r�ct��s� at th� f€�e �f
subrni�ta� �f #h�� U7�L.1�'.,ATIC�C� r�f�fl+l �r ���D FAIT�-I �F�DRT ��F2M_ Th�� I�tter{s� rrtust b�
��ar��r � C-4
P�l�`�` � � ���C'.�1�l.. ��i�ID�T���l�
sigr�e�1 by l�oth paeli�s_ lf t��e c�r�#r�ctor(s� f��1� ta s�b�t�it ta�e letter�s� or a�reern�nt���, #h�
�or�#�actor(s� will r�c�t be altowed �o be�in woek. 7ime �n tl�e proje�# �+il! �ta�t #o accumula#� �t #�e
enc� of the t�n (�0� days as �t�pu4�te�i atxov�.
A�Iciitia��al subrx�itkals �# t�me �f pr�-�onst�ucki�r� m�eti�g shalE in�l�d� �bu� ��t li�il�d #€�}.
�ar��ractar� �lork pEan and ��hedufe
D��posal �Ixe #or V�+a�t� N}ater+al l�rfar��a#lor�
�ub-�ontractar I�er�tifi�a�i�r�
Tre�rch ��fety 1�esign �ff requiredj
C�nii��d �pa�� En#ry Pro�ram
Nae��� and t�urr�ber of � res�on��b�e pers�� For �ff hoUr ern����nci�s
E�r�ject sch�c{�fe u+l�E�h i�ust refl��t a proj�ct cn�npi�#ion d�t� t� �e ���errni�r�d b}� tk��
�ompl�ti�n kirr�e peri�d slipulafed in i#�e �ropo�al se�t�c�n,
7raffi� c�n#ra1 ar�d s�q�rer�c� o� cor�structian. -
Tl�e pr�Yccri�struction co��#e�renc� is ]nte�der� as �€oru� be�we�� #he c�r�trac��r and #k�e
a�p�opn�te ��t�r ��aff ta �o o�er t�e �rQ�ect Gn da#ai� an� to afford #I�� �on��a�#ot the app�rtu�ity ko
�ubmit a�l the ��quired �ocutr�ent� Ijsted ��ove,
I� ihe coni��c#�r f�ils lo s�b�i# an�+ a� lh� rea�uir��k �#ocum�nl�, t#�� �o�tra�tar wlll ��t b� alCov��d ta
b�gin warlc; how8v�r c�ntra�t #ifn� shalJ t�egsn as s#�puE�ket� i� this ��r��r��h.
D�3 C�N�F�AL
Th� arc#er or prer�d�r��e fr� cas� nf �onf��ct� ar discr���.nci�� ��#w�en �arla�s �art� of lhe
�ontract Doc��ment� �tiif�ject to t�3e r�l��� of the �r�g�neer shali g�r��T�l�y. b�t rt�# n����sariiy,
folC�w #�e �uideifn�s C�sted b�1ow:
� , Plar�s
�. �or�t�act �oc�ur�en�s
�_ ���cial ���c�i#iqr�s
The folkowGng �pecial �and�tions s�all be applicab�� to tl7i� proj�c# ��td sh�El go���n ov�r ar�y
c�n�licts vritl� ll�� �en�r�l �o�tract Docurr��nts tiizd�� k�e provisiv�� swaked abov�, TF�e �antr�ct�r
�#�aik be r�sp�nsible ��r �efects Gn �his �rajecx d�e to f��,lt�+ rrtial�r��1s ar�d warf�r�anshr�, �or ba�h.
for ��erio�i �f on� {1) y��ar ��arr� tia�e of �ina! acceptanc� of #has pf��ect #�y t�� �ity of f�rt 11�trrkh
��d will b� rert��ire�i �o r�pl�ce �t his �xp�r�se ar��r p�rt �r all of ti�Es p�oject whic� becanies
d�fec�tv� clu� to th�se ��Ws�s,
�u�ject to m�cEi�ic�tEons as herein co��tained, i�re �orE VVb�th l+Vat�r C1e�r�rkm�nt'� �ener�l
�or�tract €�o��i�rents ar�ci ��n�ral �pec'sf�ca�i�n�, Wllh l�#es� r�vrsior��, ar� m�de ��a�t af #he
��neral �or�trac� �l��t�rn�r�ks for lhis pr��e�t_ ��e Pians, t�es� �pe��a! �or�kr��t C��cume���s a��
tne r�ds�, re��Eations, requirerr�ent�, �n�tructi��s, dr�wi�gs �r d�#�ils r�f�fred !� b}r rr�anufact�rers
�ame, or iden#i�icati�� i�clud� kh���in as spe�ifyi��g, r�f�rrie�� �e impaying �rod�ct control,
p�r#�rma�rce, ���all�y, or b�F�er �h�ll be binti�r�g u�on the conkr��lor '�`E�� sp��3�Gc�ti�r�s ar�cf
tJr�wings sh�.l1 h� �ansi�Cer�d c�o{��raEive; �her�f�r�, work �r r��axeria€ ��I�eci for by one ��d no�
shawr� or �r��r�l�a��d Ir� #�� o#hsr s�a�l i�e a�c4m�lFsh�d of fur��shed ir� � faE#I�fu1 rr��nn��' �� th�u�1�
required ��r �Il.
o�a�of S�-�
�
���r � - ������� ��r���r���v�
Any �oe�tra�tar perfarmrng ae�p wark vn F=�rk VVc�rkl� +�r�ter �� sanitaiy s�w�� faciliti�s r��st be �r�-
qu�fi�'t�c� with li�� Wa��r qep�rtr���t to �eriorrr� s�xch work in �,cc�rdar��e witl� pr�ceduFes
descrrb�d in the �urfer�t ���i 1lVor##� VV�ter i�e��rkt��r�� ��neral �p����cati�ns, wht�l� g�r�eral
sp�ci�i��tic�r�s shalf �ov�rtt p�rfc�rr�a�ce of all se�ch work_
TF�is c�ntr��t a�d project, wC�er� �pplicable, rnay also b� ���rerr�ed b�r t�e twa �a�lowi��g publ�sh�d
sp�ci�i��ki�r�s, �xcept as ttYociifi��l E��r Ef��s� Sp�cE�l Pravi�i�ns�
1, �'EAf�DARD �P��€�J�AT���J� ��� S�'i���� A�� ���F2Np DRAEh! ���15T�U�TI�N -
�I��' �F ��R7 WOF2�E-i
�. ��f�fVDARD SPE�IFI��ITIDI�� F�� P�.181�l� 1!�l01�1�� �Of��T�U�TIOEV - N�#��`�C
��EVTRAL �'EX.l�1�
Ar�y cantla�� betw�en tl��so cantr�ct do��men#s and �h� ab��+� � p�b�i�at��ns sh�all kr� r�s��ved in
�avor of #hos� �ar�tract d�cum�nts.
� capy ofi e�th��' o� the�e specificalions �r��y b� �ur�l��sed at the oFfic� af ti�� Tr�r�spor#�tion 2�nd
P�blic 1+Vorks D�r�ector, �p�� "f'hr��:kcrr�oeton Stf�et, �nd Floor, h+lunicip�E ���Idir�g, �art Wa�#1�,
T��c�s 7����, �`h� sp��ificatiae�� apg€icab3a t� �ach pa�+ Item at� i�di�ated by ��r� calk•�ut for #hs
p2�y item by the desl��er_ I# e�ot showi�, tl�en ap�lica#�f� ��blish�d s��cificatiorrs rn �i��tor o� th�se
c�ocuFn��ts n�ay be �ollavu�d a� th� �lis�r�#ion of the �t�ntra�#or, ��ner�l P�ovis��ns s���ll be th��e
�fi t�e Fart 1Nae#h do�urx�er�t r�tk�er th�n �ivis�a� � of ti�e �orth �entral Tr xas do�um�nt.
Bidde�rs sl�all not se����te, de#�ch or rerr3ave an�r �o�t�on, segm�nt �r �h�et� �fo�n tlie
conirac� doc�rrne�7t �t �n� #�me. Failt�re to �i€I o� f�ill� ex�cut� cont�a�t wi#ho�t retair�in�
c�ntra�t d��urttie3�#� Int2�ct rraay he grounds f�r �esigna#in� �id� �s "non-respon�ivc�" �nd
r�je�ting b��i� ar voidin� contract as appropr�at� as det�rm�r��� by #he �i#y �ngir�ec�r.
I�I��RFR��ATIOAI AND PREP�F�A71�{V C�� Pi����I�P�L:
A, Q��l11�R1� Of �F��P��AL: h10 pr��a�al will �� cor���der��d ur�l�ss it as d�livere�,
���Or1't��ktied E�y Et� �r��ef $fd �e��rity. to li�� ��i��h���ir�g �ti1Jar��g�r or has t��res�ntativ� �t
#�e ��fi���l lac�#ia� and s#ated tirn� s�! f�rtf7 an tf�e "�lotic� to Bld�ers". It is the Bidcl�r's sol�
res�onsihi�ity �o d�fiv�r #he pro�osa! at th� �roper #ime to #he �roper pl�c�. 7i�� mere f�ck th2�t
a�t�oposal w�s �isp�tched wlll r�aE I�� �anside���. T'I�� �id��rs ��asl �rave tF�� �roposal
ac#��li]r del�vered. �ac#� p�apasal sh�ll b� ir� 2� s��l�d errvelope p�ainly �tarked �r�i�h ti�e word
��PR�PO�AL", er�[{ tl�c h�me or de��ri���an of !�e pra�ect as d�sigr��te� in th� "hlo��c� to
�3i�d�rs", ihe en�+ela�ae shall �e addr�ss�d t� #h� Purcl�asitt� �Vl�rra�er, �i�y of ��rt VUoRI�
Purchasing Dtvisio�, P� Box 970�7. �ort lNort�t, Tex�s 761C}2_
�. V�ITHDF2A�V111N� �#��P��A�.�; �rc�}�os�E� a�t�ally �iled wit�t th� Purcl�as�ng AA�r����r�anr��t
be tin+ith�rawi� �arror Co t�r� fime set fo� apenir�g pr�pos�ls_ A r�q�est fo� rton-cot�sideratlar� �f a
prop�sa� m�st be ma�e in v�rlllr��, ��dressed ta the �iky Mar�ag�r, ar��i filad wi#h har� prior �a
th� tim� set �ar khe a�enint� of pro�os�l�. Aftor �II propo�afs nat req�esE�d for r�oii-
c�r�s�d�ratEae� are op�r��� ��c� p�bli�[y read al�uc�, the pr��a�als f�r w�ich naR�-c�nsir�er��ior�
r�q��sts i��ue be�n pr��erly fil�d �, �t th� c�ptio� �F th� �wner, �e ea�urn��i unopened,
�_ T�L��F�AP]�i� N1�DkFI�AT���1 �F �'��PD�A��' ,�r�y E�iad�� r�iay rr�a�i��+ his pr�pt�sa� !�y
telegraphi� �or�7�nu�n�cation at any time prior to fhe tii�r� ��k f�r oper�ir�� praposals. pravid�d
���lo� ��-fi
���� � � ������� ����������
su�h telegraphic comr�un�cation is r�c�iv�d #�y the P�fcha��ng Manag�r prior ta #he �aid
�ropo�al �p�ning #irrwe, �r�d �e�vl�ed fu�ther; that khe �it� �1t���g�r is sa#Isfie� thal a wr€tter�
�nd d�i�y a�thentt��te� ��n��rm�ti�� �f �ucl� #eleg�ap�E� �omm�ar�ic��i�n e�ver t#�e sir�naiure oF
the b3dder was rnailsd prior to the praposal op�rrlr�g t�rn�, !f su�h conf�rr�ation is not rece�ved
wil�ir� farky-oight (��) hours �f�er �he �ropasa� openin� tirr��, r�o ��a�ti��t ��r�sGde�`atf�n wil� b�
�iv�n t� ��� propasal.
0-4 011�iIT
�-� PRO.�E�7 �E�k��I�ITI�N
�or��truck�ar� under �i�ese ��ec'ral D�cur��nt� shakl f�e �e�f�r��d untier #he PeajecE D�si+�natior�:
�t��e�� �Jo, P��8µ0�0580�75�7�
D-6 �QU�1� EM�L�YEIIi�i�T P�OV�S1�#��
�or�tractoT s�ral� com�iy wlkh �i�� �rdinen�e R�urr���f 7��8 as �mend�t� by �ik� �rdinance
�u�rib�� 7�4Q �Fo�L 1N�rt1� �Ik�r �ode �e�fioa7s � �-�4-�� #hrough 'I�-����} prol�abi��ie�g discrim�nal�an
i� err�pf�yrr��nk �ractr��s,
T'he �or�teactar snali poat tf�e ��quired r�o�ics f� kYr�l �#���t �rt t��e }arajeG� s€�e, ar�t# a# his requssl,
will k�e �rovided �ss�stan�e �y the ��ty of �orf 1+V��th's �q�al E.mpl�yrn�nt �fficer w�o will r�f�r
���r t����a�ied �ppli��n# he may hav� or� file in riis a�«e to th� �or�trac#or, Appr�pri�te noti��s rnay
be acc�u��d from the E��al �rr�ploprnent O€fi�er,
I�-7 PF�E-��N�TI�U��`Ibh1 �ON��F��h#��
[3��ore the prajsct worl� or��r is is�u�d, a pr�-c�ns#ruc�ion conf�r�r�ce s�rall b� h�I�E wikh
eepreser�t�t�ves of th� faliowu�g a��r��i�s pres��7t: �ik�r �r��ir����ing D���r�rrkent, �i#�+ 1+V�#�r
D�partrn��t. �i#y Pub3i� 1+Vorks D�par�m�n�, o#her Gnt�r�s#ed �i��r DeparEments (s�tch �s Traffi�
�nd �'�rks�. Ir�tere�#ed �tiEi�y c�m��nie� (s�cfn a� gas, t�lepE�one, a�d ele�tric}, Desig�r ��ginear
and ihe successf�l �ontract�r, �ontrac�or shall st�bmit a s�h�dui� pf op�ration� af th� pr�-
cor�s#ru�tion caitifer�nc� a��l �raff'tc cor�t�`�� p��n Eh�t d�t�iis #h� s�qu�r�c� �fi c�ns�r�cti�rt,
D-� �DOFtDINATI�C� I�EE���I��S
For coo�d'tr�2�tion pu��ose�, week�y �ie�ti��s �# t�e fob site �a� b� r�q�kire� to maint�i� lhe praj�ct
�n the des�r��J �chedul�. T�� �onlra�tor sl��l� b� pres�r�# �l a!I meetkr��s,
D-9 �14�IT
D-'I13 BR�AI�DQWT� O� BID PR�P��AL
1�+hen r�quested �y ti�e ���ine�r, the ��n�ract�r shall �ur€�ish a cos� br�ak�awn of thase bi� it�ms
sl���rn irti #h� �rapa�al as 1u�7�p sum �Ee�7�s, "ihis irrformatror� �� �ar us� In th� pr�parakion �� a
rec;amrr�er�datian #� the �i�y f�r a+�ra�d of cor�#racf.
D-'�1 PROJE�TCLEAN UP
l"F�e ���teactor shall b� ��var� #hat k��ping #f�e pro��c# sit� Gn a n�at at�ti �r�E�r�y cortdiiat�n is
�onsRds��c� �� ir��egral �r��k o� #he c�r�tract�d wa�k and as ���h shall be considere� sukasi�aary ta
�a�a� r S � m7
��t1� � " x]����f'�� �r�lvui�l�lV� �
th� �p�ropriate blc� It�ms, �I�a�� up wark shall �� d�n� as dl�ected �y t�� �ngir��er as �he w�ri�
pragr�ss�s or as r�eec�ed, IfF IFl tf1E O�lrlfOl'1 �F �I�B �I'l�lfl$$f it lS" rI�C$SrSc�I'�%, �lea� u� sh�ll b� ��r��
�r� a da��}� �asFs. �I��n �� wocl� �ha�l ir�clude, b�� no# b� IIrr�E�ed t�;
1, �w��p��g #�� str��# cl�2,n of dirt or cfebris
�. ��o�i�g �x�e�s rr�aiaria! Rn ap�ropri�fe anci arg�r�i��d rrk�nner
�, K�e�in� trash of a�y ktnd aff of r�sid�nt's proq�r#�
E��h day as wor�c prog�es��s. �a�tractor sh�11 s#��� mafe�ia�s a�r� ���an up the v�arEc �ite so as ta
min�nli�e In�er�u�ti�� af �h� ��� �nd �r�joy�ne��t �f prr�at� p�o�erty, Additionel��r� �� +�,ro�k is
compl�t�tf o� �rr� �O�r#ic�lar priva�� pr���rt�, t�e ��rrtractor sha�l ���tor� Eh�t p�op�rty �a t�e
car�dik��n iE w�� �� prE�r fa the w�r�C, �� w�[I as ma4ce the n�cess�ry r�pair or ��p�ec�m�r�# qf �ny
dama��_
If t�� Enginesr do€:s n�# f�el #haE t1�e �ai�s�t� h�s b�er� ��pt� i� an �r��riy ��r��Eitlo+�, on t�re rtex�
�sti�x�at� ���me�t {��d a!I su�se��ent p��+ments until co�n�leted} l�te �p�ropria�� ��d item{s) v�ri�l
b� ��duced �ay ��°l�,
�-�a co�r��a��o� c����r�►r��E wi�� u����C���� �����r�s�Y��rJ L�w
A. I����nit��ns�;
� . ���Eifi�ation of ��v�ra�� (��ceet����t�")_ A c�p� �f a ce�ktficaie of rnsurar�ce, � �er#ifi���e �fi
aulhorit�+ #o ��ff-[ns�re issu�d by t�r� cor�tir�ission, or a c�+rs�a�� ag�e�m�e�t (-i�+�f��-81,
NV��-8�, 7Vti1��-83, or T1+V��w8�}). showir�g �#atutory w�rker�" �or�pen�akio�r ins�arance
c�v���ge for tl�e persor�'� or �r�trt�r's eniplay�es pravidir�� s�rvices on a�fojecf, for the
dur�ti�n �f the projec�_
�, D�rak�o� of lne pr��ect - frt�l�rdes t#�e tirn� �rorr� th� �e�inning of fh� work on t��e praj�ct
. u��il t�e can#ra�#ar's�p�rsar�'s work on t��� prajec# h�s �ee� com�E�to� �r�d �c���t�d by
th� gav�rnm�r�#a�� �nkity.
�, P�rsc�rr� pravid��� s�rva�e� on the �ro�ec# {��s�b�or�tractor" in ��E16,�9��- ��cl��es all
p��sar�s a�- entit�es p�rforming aEl ar part of �he s�r�+i�e� ll�� c��tractor h�s ur�derk�k�� #o
perf�rm on th� pr�j�ct, �egardl�s� �f �+l�e#he�' t��t p��son �ontra�t�d dir��tfy v�i#F� tl�e
��r��r�c�or and reg�fdEess �f +�+heti��r �h�# pe�-son F�as ern�l�ye��, �'hi� inc�udes, witl�aut
fimitatian, inciep�rrd�n� �ottt�2�ctvrs, ��b�ontrac�ors, fr��skr�g �ampani�s, mator c�rri�rs,
�w�e� o��ra#�r�, �m�1��ees �f ar�� s�r�h ��t�iy, or ernployees af �nJr �r�fi#� wltil�h Furnisk�es
p�Fs�r�s ta �ravi�f� �a�+i��� on #�t� project_ "��rvic�s"` includ�, wlkh��E Gimitati�n,
pro�iding, }�a�lang. or de�i�re�ing et��ipm�t�t �r m��eri�ls, ar pravidin� labo�', #a•���spork�ti�n,
�r ok�7�r �eru�ic�s r��at�d to a proj��t. "�ervi�es" �a�s no# �ncl�de activikies �anrelater! ��
the pr�jecl, such as �oodlb�verage +���dar�. �ffice s�pply deRiv�rie�, and tl�li�r�ry of
porEable toilets_
�. The �onir�c#ar �F��II �ro�+�d� c�v�rage, bas�d orr propeE repai�tin� af �las�r��c�kion cad�s �n�
p�yr�ll amounts arac� flling af any coverag� agraemer�t�, whF�h m��t� �he �#atut�r�r
r�q�ir�r��nts of Texa� Lalaor� �od�, ���ti�n �0�_�1�{4�� �r �IC �rr7�loyee� af tl�e �pr�fractor
prov��€ng sen+ices �n th� pfa�ect, �or the dur�li�n �f ii�e pf��eci,
�. Th�o �ontr��t�r m�Rs# pravide a certifica�e �E ���erage #a �h� governmer���1 er�tity p�i�r t� k���r�g
awarded th� ca�r�tact,
r3s�a�o � � �-8
,. �
- — �f'1�� � - ����il�� ���i�l 4 ��!'�1�3
D, If #F�e �overage p��iod shawn �n �h� cor�k�a���r's ��fr�t�� c�r#ifi�ate �f �overa�e ends �ur�ng
k#�� duratiari af th� pr���ct, #1�� �antract�� m�st, �rior t� #he er�d af th� coverag� period, file a
n�w certaficat� of co+re�aQe wi�h the gavern�enkal e�kity si�ow�r�g tl�at co�+�ra�� has bee�
exter�tEec�.
E. The C�n€racto� shall obta�n �ram eaci� person �rovit�ir�g ��rvices on a pra�ec�, and �rovtde the
r�ov�r���ent�� entrty;
1. A certi�cate �f coverag�. �rit�� to t��# persa�r b�c�ir���in� work or� tl�e projec�. s� the
go�rernmon�al �r�ti�y will hav� ae� �€�� c�rrti��at�s of cover�ge showing �arr�rage f�ar all
p�r�ons providl�r� se�+lces on !h� �ro�e�t; ar�d
�. �1� I�t�r th�� s�va� days �ft�r receapk by �I�e �onl��ctar, a n�+�r certkficate of �ov�r���
showing ex��r��io� of �o����+��, �� �he �overa�e ��riod s9�ow�i �r� #he c��rr�nt c�rtif cat� �f
cover�ge ei�ds dur�in� the d�r�tlon of th� ��oj��E,
F. Tk�e con#f�ct�� sfiall retain all r�qut�e� certwfica#�s of �ov�r��� f�r lhe dura#�on of t�e proje�k
and fot one ye�r tl��re�,ft�r.
�. T��a c�r�tract�r sfi�ail not�#�r #ha g�+�ernme�tal �r�tity �h w�'i�ir�� b}� c�rtEfied mail ar �ersar��l
d�livery, 4�+It�ilC1 ��fl ��0� {��jj� ��{�'C tI1�' CQCkti'�Ck�� i{�'I£3Vd Ofi 5I10L1f{� �13�V$ frCflOtiNll,. oi �n� c�an��
tk�at ma#eri�lly aife��s ti�e p�avisi�n af cov�ra+�e �# any p�rsan �rovic�ing serviees on th�
peoje�t,
H_ T}�a c�r�t�`actar sh�1f �os� on ea�� ������t $��� a r�oti�e, k� the text. f�rrn 2��d rrkann�� pre�c���et�
I�� #h� iexas Wor�Cer's �ornpensa#i�n �ommi�sion� inForming a�l p�rsans pro�+td�n� sarvic�s
�n #I�e pro�o�t ihai they ar� requkr�d to b� �o�+�r�d, anci stating how a pe�s�r� rr��y �er��y�
c�ver�ge �r�d rep�rt Ga�k �f c�verage.
I_ TI�� can#ractor shall c�n#ra�#u�ll�+ r�quGr� e�cl� ��rson wifh w�am it cotrtr��#s #o pravi�e
s�rvkc�s ar� � pf�j�cl, to:
1_ �i�ovide �overag�, bas�d �ri pr��er reporlin� �n classif��ati�n c�des �nd pa�roll arrko�an��
��d �iEiny of ar�y covera+�� a��eerrtents, �n+i7icf� rrk�ets ti�e stetutory requir�ment� of 7exas
L�bor ���e, Se�#«n ��� , 0� 1(�4) �a� all o� i�s ernpaoye�s pfav�dEn� sesv�ces an t�e proj��t,
�ar ��e �iur�tion af the proje�t;
�_ Provide ta �i�e �ontr��#�r, pr[or to thal persor� begin�ing w�r� or� kF�e �r�j�c�, a certificate
o� cov�rag� sllowin� t�at �overage i� E��i�� pr�vfd�d for a�C ��np�oyees af the pers�n
pr�v�ding sefvices o� th� proj�ck. far �h� �i�rat�on �f th� pro�e�k;
�, Pr�vide ihe �ont�ackor, pTl�r 1� kh� �:nd of lh� coverag� period, a new ��r�ifica#a �f
coverage shawFng �xf�rlsror� af cove�age, if th� c��r����a ��rRa�i shown an th� curreni
c�rl�f�c�t� of �o�reeage er�ds ciurir�g ti�e dur�#io� of lh� pro��ct;
�_ �1�iair� iro�'n ea;.h other pers�n wr#h whom it contrac#s, �nd �ravide to the �ontr��tor;
a,} A����fica#e �f ���+�r�g€�, prior to t�re other person begir�r�i�g w�r�t t�n khte pro�eck; and
o��r� r
S�-9
f ��� � � ����1�� �rL��V1���IV�
b.} A new cer#i����e oF cav�r�g� showing ext��s��r� t�f c�verag�, pri�r �o ##�re �r�r� �f th�
cov��a�e perto�i, I� th� c�v�rag� pe�ivd show� on #I�e c�trrer�t certi�Jcat� �f c��rerage
ends d�rin� �he d�ra�iar� of ti» proi�ct.
5. R�#ain �fi requir�d c�rtifica#e� of �ov�rage �n fif� for tF�e duratian �fi the pfoj��t an� for �n�
y�ar #hefeaft��.
fi, h3ati#y tF�e g�+r�rnrl��nt�l ehtrty in writing b}r cert�fied m�if aT personal c3�li�+ery. w�th�r� #�n
���) d��s �fter t#�e pers�r� �new ar sfiould h�v� �r��wr�, of ��ty cF�ange #hat rn�k�tiallY
��fe��s the pravi�ror� �f cov�rag� of �r�}� p��son }�ro�+idin� �e�rice� or� the pr���ct� and
7, �o�tra�#ually r�quir� eac� persar� +�ikh �+�am it con#r�c#�, to ��rfi��m �s feq�ir�d !ay
par��ra�h�s �9)-(7}, wl�h th�� c�rtiflcat�s �f ca��rage t� be ��avlcled to tF�e p�rsar� fnr vrrF��m
they ar� pravid�n� servic�s.
$_ B� sl+�rlil�g �I�is corli�act or prCrV�die�g or ���9�r1g f� �e provi���i � c�r�����a�e of ��v�r�g�, the
corttr�ct�� �s r�pr�s�nt��g t� th� �q�+�rnrr�en�al er�tiiy #17a� �fl ernplo���s �f Eh� co�rtractor
who wifl pro�+sd� serv�ces orr tF�e praject wi�l b� ��ve��d �y w�rke�s compensa#ion
co��rage f�r the dura#ior� o� tl�� proj��l, #hat th� coverar�� w�ll �e bas�d c�n {�roper
�epor#i�ng �f cEassificakior� codes �nd ���rroll �rnount�, and #h�! �1l coverag� a��e�me�ts
�t+�ll be frJod wil� the 2�ppfoprtak� inst�rar��e c��fier or, �n th�e c�se of ��el�-in�ur��, witi� ti��
com�nissi�tt's D�visi�n a� ��If�fns�r�nce R�gulatian, Providing f�fs� �r misl�arling
informa#ior� r€3ay sub�ect th� �orti�����r ta adm�nE��ra�ive, cfirn�r��1. �ivi! p�na�ties or o#h�r
crvil �c#ior�s,
�. 7h� contraat��'s �ail�r� to corr�ply wit1� ar�� �� the�e provisians is a� br�ach o� c�rr#ract by
��� con�ra�tar whrcE� ��tit�e� �iie gcrv�rttmentat ent�Cy to d��k�re t�e con#�'a�# v���l ff �he
conte�clar �a�s r��� r�medyr t�te l�r��,ch wilhin ten da�r� �ft�r �eceipk of notice of brea�h
fra�x� tiie go�r�rnr�ental enti#y.
J, The contra�tor s��ll �aa�t � r�p�ic� on each projeck s'st2 Ir��orrrtir�� a!I p�rso�� pravi��r�g s�rv�ic��
�e� t�� proje�� t�rat th�� �r� �'�q;�ired #o f�� �vv���d, and �tatir�g how � perso� r�a�r v�rify
curr�nt cove�age ar�d t�part �aiitiir� #� �r�vide cove�ag�. �'h�s r��t�c� does �of s�#isfy �lhef
�ostirrg requi��erfi�e�ts ienpos�d b�r #h� Texas Wvfik�r's �omper�satGon A�t �� oth�r Tex�s
1+1for€c�r's ��mp�nsatEon �ornrniss�or� r�les. �'hi� n�ti�� must b� prfn�ed wftFr a title in a# I�ast
�fl p��nt balt! type and t�xE in at le�s# 1� �oint t��rmal ��+p�, and shall b� in t�oth �ng�i�h �.nd
��anish ar�d �r��r oEi��r far�g�ra�e corrkmon to ihe �n+ark�r �o�uka�i�n_ Th� t�xk #�r #h� r�o#ices
shall �� #h� followir�g texk, wi�ho�tt a�y ad��tion�l knrords �r change�;
��REQlJIR�Q V�1�RKER'� ��MP�h1SA�CON �OIl�f�A��
The la�r re��ir�s tha� �acl� �erson warici�g or� tl7rs sr#e or providinr� services r�Catecf t� thl�
co�str�cka�r� proj�ct mu�t b� cove��d by work�rs' c�er�pensati�r� ir�sura��e_ Thfs ir�clud�s
p�rsons pro�+iding, hauf�r��, or �feliveri�� �qui�m�nk �r ma#eri�ls, or �rovJt�ir�� lab�r or
trar�s��rt��i�n or o#her serui�� ra�at�d ko khe proj�ct, re��rdte�s o� th� Fd�tt#it� o� thei�
�rrr�loyer �r status as an �m�lo�e�,'�
�all t�r� T�x�s V�lork�r's �orr���ns�tio� ���-nrnissi�rt a# {�92)4�30��7�9 to te�elve informatiori
o� tF�e I�g�l r�qu�remer�t for cover��e, to verify wl��th�r �ro�r ��n�loy�r f��s {�rovid�d �he
requi�ed c�v��a�e. or ta r��a�# an e�n�ioy�r's ��fiure �o pfovlde ��verag�",
��ro�oa ��-� � � —
P��T � - �F���I�l. ���1QIT1�1��
�-'�3 Mlh10RIT� A�lV[} 1�IfOhrfENS BRJ�IN�S� �NTERPRI9� (�11NBE} ��MP1.t,4�1�E
In a��or�ance wi�h �aly �f Fart V�forth {�r�ir�anc� k�o. � 1�23, as at�7er�ded b�+ �ity of ForC 3l1��rkh
�rdi���tc� iJ�. ���7�, #I�e �ity �f �ort 1�Jorth I��s �o�ls far tha participation af ntiinority busir�ess
�I�#�fi}�ris�s ai�d W��nen �usi��ss ���t�rprise� in ��ty con�racts. The �rr�inanc� Is �ncorporated �n
thes� �pe�ifi�a#�ans by ref�renc�, A co��r a� �f�e Or�#�nan�e may b� �btaln�d Fr�m th� �f�ic� o� tt��
�ity ���r�t�ry_ �ailur� to �ompf� with tl�� �rd�nar�ce �k�al� be a ma�erlal �reach of contract_
��I�� N�NUB� L�TiLILA�`1��+! F'��lVq, A+�lU1�BE ��A�� 1+11AaV�F2 ��Ri�i A�i� �OOD �AITW EFFORT
F���9, as a�piicable, mus# be subn�l�#�d w�th�r� f�v� ��) �ity �usir�es� daps afte� k�ic� �p�n���,
Failure la c�rnpl� s1�a�l rende� �h� �id r��n-�es�a�sive.
Uporr requesk, contractor agre�s �a pro�lide the �r#y comple�e and ac��rat� ir�forr�atior� teg�rdtng
act�al work {��rfor��d b� a hAin�ri#y or 1Norr�eRti �usiness ��t�r�riss (A+i1W[3E} o� �he �o���acl a�d
��y�rrer�l kher2t�f, ��r�ira�t�r furlhar ag�ees �a �eTmit a� a��dit and�or �xa��n�ti�� of �n� books,
r�cords or ��les i� its poss�asEon #h�t u�iil s�Fi��t��#iake the ��#��I vu�r� ��rfo�rrxed by �n ��+1��
2�r�d�4r 1�VB�_ T'h� ��nisrepr��er�#ati�rt af fac�s (o#I�er th�n a ne�liger�� rr�i�r���e�er�tatian} ��dlor t�e
c�r�rr�issi�n �f �rau�J k�y t�e ��iti�ractof �r.+ilE b� ��o�n�is f�r #�rrt�i�a#Ean of �iti� r�ar�Erac# an�i{or
ir�itia��ng �ctEoe� under ap�ro�r��i� fed�ral, siat�, or ��ca1 Caws or ordir�a��es rela�i�g ka ���s�
sx�#�men�. ��rr�h�r, �riy s��h misee�ee�entattor� {atF�er than a r�egli��nt misrepre�entation} andJ�r
c�rnmGssion t�f ���ud xv4tl resul� in tE�e Contr�c#�r b�ir�g deterrr7in�rt to be irr�sp�nsibl� ar�� t��rrr��
from �artic�patin� In �ity wark far a pc�ri�d of tin3� of r�ot ��ss tf�ar� th�ee y��rs,
7he �it� wi11 cor�sicl�r ��� �ontr��tor's p�rf�rrnar�ce regardir�g �ts MJV�16� prog�ar�� in the
ev�l�ation of bicis, F�ilure #� c��p1y wl#� the ���y's A+�lWBE �r�Einer�ca, or to c�err�onst�a�� "ga�d
f�it€� �ffort", s�a€� �esul# re� a b�� b�ing re�d�red �an-f�spor�si�r� to sp�cifi�a#�ons,
�ontra�to� sha�� }arovide �o�ies oi s�C�cor�#r�cts or �v-��g�t�d I��t�rs o� ir�t�r�f with �pp�t��re�{
M!�l�E su��s�nkta�lo�s ��i�r �o i�su�n�e o� tC�� �oti�� #� �roc�ed, ��ntractor s�all a�s� �rovacle
rriD�1tE��y r�p0�k� ��1 Utlfl��ii�� of th� �ut�c�rltractors ia the �i�y's 1�+1JWBE office_
Th� �o�t�ac�or rnay c�unt f�r�t and s�coi�d ��er s�b�ont�a��ors ar�dJor su�pli��s taw�rd r���#ing
the �o�Gs, �h� �ontr�cEor may coue�t �owarti iks g�a�l a porlion of #��e �at�i doliar a�x�aur�t of the
cor�t�act +ruith � Joint v�n�ure equa3 �o th� p�t�ent�g� of #!�a N1N�+�� parki�ip�ti�n in th� j+�int
ve�ture for ��l�ari� d��{���C ���ion o� th� work to be p�rFormertl, All R1+INVBE ca�k�a�Ear� �,s��l in
n�e�#ir�g lJ�e �oa�Js n�ust b� ce�ti#ied pTio� �o il�� av�+ard of the �oi3tr��t. �I�� �11MJ�� co�lr��#or�s}
must b� c�r�ifi�d b�r eiki��r #h� I��rth ��n#ral ie�ta� R��i�n�l ���tifica#i�n Agency {1�,1�i`E��P�} or
�`ex�s D2���trr�e�E af 7rar�sportafion {TxDOT}, i-���I�way Div�si�fl and must b� Eo��t�d in #he n�n�
{�} �o��nty marl���paac� �t tirne �� bi�, 7he �an�rac#or shaEl �ont�ct �Ei s�ch N1�W��
sub�o�tract�rs ar sup�Eiers �rior to fis#ir�g t�re�n on fk�e NINVBE utilizati�n or g�a�i fai#h afforl forms
a� a��licabl�, Fai1�r� t� c�nt�ct t1�e lis�e�i A+ilUV�� sut�c�r��rac�or or su�plGer ����r to bid openir�g
n��y re�u�t kr� tE�e re�ectian o� bid as n�r�-i�sponsiv�.
Vl+�rer��ver a cf�ang� oe�or aff�ct� th� wor4c of an �r111+VBE subcoi�tractor pr �u{�plier, #hr� fl+1JWBE
sf�211 be g�v�r� ar� oppart�ar�iky to perforrn th� +r�o�k. W�ene�+er a char�g� or�er �xcee�fs 10°l0 of t�e
orl�ar�al can�ract, th� ��l+�B� caor�in�tot shall c��te�mine the gaa�s applicable €o th� wark �a b�
p�rfc�rmetf t�ndsr th� cFrange orcier_
[�urlr�g the terrn of #he con�ract ihe corti#ra�# �h�!!:
o�or�� SC-1 `�
I
P�F�T D - �PE�II�L ��IV�ITI�I��
�. N�ak� �o un���st�����1 �har��es or �ele#ior�s kr� it's 4�111l�I8E �art'rci�a#io� �ommitmel�t�
su�mit#sd w�th �r ��bseq��r�t #c� #k�� bid, and,
�. �f subsfan#i�� ��bcorrtrack'r�g andlor suk�starttia[ sup�ri�t �ppar#ur�it��� afise d�Rring th� t�rm
af 1��� ��ntract wh��h #he co�rkf�ctar F�ad re�res��te� he would per�orm wikh his farc�s, the
cantract�r �hall notif� ti�e �ity i�ef�f� �ub�onEracts ar pur�F���e ort#e�s are i�t, ��d �Y��If �e
req�ired #o comply wikh rnodffic�tio�rs #� �oals as ctetefrr�in�d 1�� th� �It�r, ar�d ,
3. SuE�rr�it � C�Qll��T F�R AF�I�f�OVA�. �f= �F��EVG� FO�A14, if #h� ��r�tr,�ckor �esires �o
c�ar��e �r del�t� a�r� of ih� M{1r�B� �ubc.�r�ir���ors ar s��apliers, J�rskificat'ror� ��r �h�n��
rna}+ bs� �rante�i for #he follawin�;
�_ �a�ilure of �uf����atract�e t� �rov�tl� ��iti�nc� v� ��+refag� k�y INar�er's ��m�ensation
! ns��ranc�,
b. ��ikure of Subcar��ra�#�r fo �r��+ic�e r��uirad gen�ral ��abtlii� of other ins�ra�rc�,
�, ��il��r� �f �ubcontractor ta ex�c��� a s#an�l�rd subcantrac� farm ir� ti�� �mc�ur�t of kF�e
�roposaf used b� the �or�lract�� ii� pr�}�arang his N1J�+VBE P�r#i�ip�t�on �lan.
�, ��fa�at by ��� f�4J1{V��, s��cantrec#oi� or s�+p�Eier in tl�e perfcarm�nc� �f the
sub�ontractc�r,
1Nithin len (10} d��+s att�r fGn�l p�y�lt�r7k fr��n ��e �i#y, ih� ��r�tr�ct�r �i�all �r�vid� tFte
h.+�IV1�B� �1`�ce wit�r c�acurn�r�Ea�ion �o reflect #ir�al pae���tpat��n �f �ac�r su�con�ractor �nd
s��plier use�l on the p�rofect, inclu�lv� af �+11WBEs_
D-'#4 ��1L��1DAR �1I5►`�`
L3ele�e paragfaph �1-'�,��, in ��rt �-��r��ral �ar�diti���, in its �ntir�t}� an�i su�stik�te th� fofl�wing
n�w pa�a�r�p�►;
�1-1.�4_�ale�tida. � D�y; I4 ��fendar day Es ar�y da�r �f the we�k �r rrrant[�, �lli cal�r�dar days
afe caunted ir� ��mp�t�n� c�ntract tirn� and for �ietermrning IicG�idated darr��g��, �f �ny:
�row�ver, k[�� �ontractaf will not b� �Il�v�red io wc�rk on �unday+s cr� �ny I�otici�ys observ�d
t�y #he �I#�r �f Fo�t U1�o�t1�.
D-�I� �l�B�l�?[�4Ft'f W�RK
�I�y and a[] w�r�C �p��iE�call�+ gove�ned �y docurn�n#ar�+ r�qui�err�er�ts for tF�� �ra���#� su�h �s
conditi�ns ir��osed b}r #he Plans, th� ����r�l �ontract Do�r�rnents �r k#�ese ��ec��i �ontr�cl
Do�4rm�r�#s, in whictr no sp�cific item for bid has b��n pr�vided for ir� tC�e f'r�pos�1, s��IC b�
cansid�red �s a�ubstdiafy i#�m of work. �I�� cost o� w#�ich sE�all i�� in�lr�d�d in the pr��e �rid in t�e
Pro��sal €or each bid it�m, tncEu�ir�g bul not Iirr�itetC ko sur#ac,� r�staEa#�an. r��r�ovai o�nd
repla�em�n# o� fe€���ng, ar�d cl�an�p,
D-96 VVA�� #�AT�S
T#�e I�bor classific�tions ar�d �'r�nGmum w�ge ra#es �et faetl� h�r�sin I��v� b�en pretieterrt�fn�d b�+
t�e �ity �ou�cil of #h� �iEy �f �a�t 3lV�eth, T�x��, in acc�rc�ai��e with stat���ry r�quirern��als, �s
b�irrg �h� p�ev�il�ng crass€ficaxi�r�s �r�d rates tf��� shal� +�o�arn on all �+ork �erfarme�k �y t��
osr`.��r�r ��-� � - -
P�F�T D - �PE�F��. ���lDl�l�i��
���#Eact�r c�r ar�y �u��on�r�cfor o€� #h� s�te o� �h� pro�ecE �aver�d by these �or��raci D���m��ts_
In no event shall less th�r� t��� fo�law�ng rate� a� �va�es b� patd, �Atlache��
C�7Y �F F�RT V�F�F�1"H
HI�HVIfA�' �QlU�7l�U�TIQ�d
PR�VAIL�h1� 11�A�E RA�C �OR ��0�
� L.J0. SS� F l�A�`I C}�+1
A�� �onditi�nirrg N1e�h�r���
Air �ondRxioning M��€�ani� Helper
Ac�u�#�� ��ilirrg fnstaaler
A�ousti� �ei��n� Irsstal�er 1-kelp�r
As��st�� 1+Varl�er
S�ickrayerl�lon� �l+la�o�
Bri�klay�rJ���e�� �llasan I�elp�r
��rp�nter
��rpenter F-�lelper
��ncr�ke �Gnisher
�ar�cf�i� �kr�isk��r Fiel�er
���cret� Forr� BtiaRlder
�onc��t� F�rm 8�il�ee �Ce€�rar
Dryw�Gl 7ap�r
Drywall Tap�r He��er
Electri�iar� Jaurneyrr��n
���ctricien H�1per
�le�€ror�ic T�c�nici�n
�le�#rt�r�i� �f'��hr���G�r� �-lel�er
Fioor ��yer ���r��#�
Fl�or Layer �Resi�i�r�t)
F�oor L�yer H�1�er
CCf�za�r
�l�zler H�lper
Insula#ar
Insulat�� H�I�er
�a��re� �ammo�
C�l���f���lsi�i�l�l
k.�����F �Ca��helli �C��R11��,
Dra�E�ne, �t�ov�l
F�rklift ��erat�e
As�Mt�l# Raker
Fls�k��[t ��ovele�
o�am�
F��4T �
�� �_�8
�� �,7�
$14,�2
$�0_8�
$10.��
$97_��
���,"V6
�'l 3 _�2
$ � 0.��
$'�2,88
� 9.73
$1 � ,�7
� �.a�
�1 � _33
� 8_OQ
$17,4�
�i 1,3�
$� �,50
5 8.��
�17.00
�i6.Q�
$"13.��
$95.02
���,90
�'l �.��
� �_��
$ 7,86
R1�1��
RATE
�"I �.�5
�'I�.�O
$'i 1.�0
��i�,�0
� 9_��
c�l �_83
� 8.3�
$"�7.60
��0.�8
$��,�0
�� �i .�0
�51 � _ 9'l
� 9,7�
�'k 0.40
$��.81
$ 9.33
���.��
� 8,�7
�1 �_4�
� �3,84
$�6,87
�14.�3
�'I 1.�G
� 8.8�
� � �# .7{}
$4�,7�
�AY�
�L,�SS[FI�ATIQN
��k�or�r �killec�
Lath��
L�#h�fi H�I�er
M�taf Bu�lc�ing Assemhler
4��#�I �uiatEir�g Rss��r+hler l�elp��
Pa�nter -
Pain#�r H�1��r
Pipefltter
�ip��i#�er �-leEp��
Plastar�r
Plastefer F-I�I�aer
Pl�mber
�l�rnb�r F-E�Ip��
Reinfo�c�ng �#�el �e�t�r
Roofer
R�ofer Helper
�h��t A+9�tal INar�C��
�]i��# M�tal 1Nor�C�r Help�r
�heetrock Har�g�r
�k�eetrock H�ngeT I�eap�r
�prir�kler �}�stem In�#afle�
��rirricl�r ��sEe�n Insialler 1-lelper
�#eeE INarlce� �ir��ct�ral
�t��l UVork�r ��ructura� M�Ip��
1Ne1d��
V�lelder F-�elp�r
� L�►S�IFI�ATlOIV
H�AV�` EC�L�EPM�hl� ��C�AT�R�
�errick $'�2.5� Fo��ndation �rGll �pera#or
�font �r�d Loader �peTaEor
� J,B� Truc�C Driv�r
HI�FiV�lA'Y (H�,4V1�) ����TRU�TI�h!
$1�,��
.����LL
�� 0,31
��Q.�� Fron# �nd Load�� �2'l� �lf & L��sj $ �_J�4
$ �.7� Fron� �nd Lo�der {o�er � ��1 �Y) � 9.3�
��-"1 �
P�1l�T �] i �PE�#AL ���DI�����
eatch�r�� I'����i +nr���h��
�arpe�tee {Ro�g}�)
�on�reke �'inisher-�aving
�or�cre#� Fini�her �-I�l�er
{P2�vi��}
�on��ete F�ir�i�h�r-�k��r�E�re�
FlaQger
Forrn Su�ld��-�t'ructures
Forrrr ��tte�-P�vir�g & �urb�
�orrn ��k#er-��r+�ctures
�aborerm�omrrxan
Lahor�r-Ukility
I��e,hah�c
Se�vrc�f
�ipe 1.,a��r
Pipe L.ayer #��C�er
�As�h�,l# Dis�ribut�r �perata�
Asphalt Pauing N1ac�€n�
����a��r
�onc��t� F'a�+ing �aw
�ran�, �l�ms��ll, F3�c:icE��e,
R�rricic, Dra�Rine, �hovel
(� � �1� �Yp
cran�. ��ams�e��, BacEcF�oe,
C]errickc, Qraglrr�e, �hovaf
(� 1 �12 �Y}
$ 9.65
�1 �.6�
�1�,�6
� �, 7�
$13,�
� 7.��
�� 3.��
�"I �_�5
$ 9_75
� 7.6�
$ 8, 6�
�13.2�
�9�,�3
� 7_��
� �,7�
$14.�}�
$�'I_Q9
$1q_�3
��a.00
�1�1.5�
Nrillirtg Nra�hi�e �per�tor
Mix�r
A+It�tor �racf�� Opara�or {�In� �rad�}
il�otar ���d�r ���r�to�
�aveme�t Markt�7� A+ia�hin�
R�Iler, �te21 Whe$I Pa��t-�ix
�avern�n#s
��E��r, �teel 3lUh�el �ki�er �I�twheel
a� Tampin�
Ro���r, I�rre�,m�t€�. �al#�Prope�fe�
�craper
Tr�velk�� N1ixe�
�2�Ir��or�ing ��eei ��kter {l�avin�}
Tru�k �riv�r��ingfa �xl� �l,��ht}
7ruck Driv�r-Tar��fer� f�xle `
�ernl-'1"rs€let�
rrt��k i�riuer-Lo�n+t�a�rfFlo�t
�'r+�c1c Drwve�-TransiE Mix
T�uck DrErr�r-VYi�ch
� $_Q�
$��,��
$�2,��
$� 3.7�
$7 �_�Q
D-17 EA��I�k�N�`� �4ND PERMI��
$ �,88
$��,92
$ 8,0�
$� 0.�0
� 9,7�
$ 8.�f}
�90.��
��i0_��
$�0_��
$ 9.80
Tf�� p�rfom•ran�e of th�s ��ntra�t r�c{uir�s c�rtain ternpo�ary c�rr�k�rl�ctioe�, righ�-of�er�try
���eer�ti�r�ts, ancflor p�rm�is fo �erf�rrrt wor4� or� �rivat� pr�p�rty.
The �ity Itia� a���rr�pted �o obtair� th� terrr�a���y c4ns#r��#it�n at�dl�r right-of-�n#ry �gr�ements for
prap�rti�� u+h�re cons#r��lior� acti�ity is r�eces�ary �r� �ik�+ �wr��� facifiti�s, suc� �� s�we� I�r��s or
ir,ank�o�es �or I�c�iiot�s �rY�e�� the �ity u+a� un�bl� to obtatn kh� ����menf or rigF�#�o�-e�k�y, ii
sl�all b� �he �antr��tor's resparrsi�a�lity t� �bt�fn tF�e agre�met�t prior to beginnietg �+ar�C on strb�ect
p���erky. 7}�is ��a11 be sut�srdt�ry ta the contract. 7'f�� �geeements u+hich #he �aty has ob�aine�i
afi� av�i�aba� to tF�e �on#rac#�r for r�vr�w L�� cc�r�ta�t�ng #F�e #€ans d�sk at the Depar#�'n�r�i af
Ee��i�e��ing, ��#y �f �c�rl V�lo�E�. Als�, �� s��El be th� t���p�ns�bilRty of tl�� �ontractar t� obtain
we�t���� pe�rt��s�on ffom pr�p��ty own�es to p�rfort�t s�cfi� work a� �E���a�.�t r�pair a3�d sew�r
serv�ce replacem�nt on p��va�e pro��rty, �c�nkrao��r sl�alC adher� kc� ali fe�ui��rr��nk� �� �a��g�a�h
��-�_ � Q of �f�e �enera! �o�trac� Qocuenen�s. Th� �antrao�or's al#�n�E�n is ��rected to lhe
agreerr�en� ta�m� aio�t� vrr�tF� any ���cial cor�r�iEiorrs t�rat rrra�+ F�ave �e�r� im�c���d �n thase
agreem�nks, b}r t�e �ro�a�rk�+ c�wners.
Th� ea�em�nts andlc�r priv�#� pr�perty shal! �� c���ned �rp after �s� �nd r�s#ared �o i�s ortgi����
�ondition or �etE�r. in event a�dt#ion2�l war�C roam is req�ir�d f�y t3�e �ar�iractof, ik s}��II b� the
�ontra�t�r'� r�spons3bilily �v o#�t�ir� �r�it#�r� per�x�issi�n from the prop�rt�r �wn�rs involv�d f�r ih�
��s� af �d�itr�nal �r�p�rty req;�ir��, {�I� ��lditio�naE pa�ir��r�t wi11 be allov�+�ci for ##�is item.
a�r ��1
��-�4
���� � ` �?���i��"1� ��I�i�i�i�E�l�
The �it� h�s �bl�inec� th� �ecess2�ry documer�t�ti�n #ar ���Ir�ad ar��Jor hig�rwa}� permits requrr�d
for cansteu�ti�r� of kl�i� p�o�ect. Th� �antrac#or s4�a11 be r���onsible fpr cornpl�rirtg with ail
pr��+��io�s �f s�€�h perm�ts. �rtckuding �btalr�i�tg t�te re�uisite I�suranc�, ar�d s�rsll pay any �nd a�l
c�sks associa#ed wft� or r�q�ir�� b� thc� ��rmit�sj_ E# i� �h� �or�tr�ctnr'� res��r�sibHik� to pro�r�d�
#he re�uired �I���ert �r�dlor pro�it�e pay�r�er�t ta €he a�pro�riat� railroad{ag�nc� for �II �laginen
durJn� ��r�stru�tror� In railr�ad�ag�nc� righ#-o�-way, A�ny ar�d all costs associat�d wN#h c�r�pli�n�e
w�i�h �ermits(s) Gncl�ding ���rrr7ent f�r ffa���nen sha�l b� �ubsi�aat�r !� #h� �r�j�c� price_ �Va
�cid�tiorfal pa�+mer�k will be �ilow�d For this i�ern.
D-'18 ���RDINA7'I�hf WITH FOR� W�RTF# WAT�F2 DEP�1RfM�fi�T
b�rir�g the �ar�s�ruc�i�� �f this ���je�#, �� will bs n���saary to deactivate, tar a p�rio� �f tim�,
�xist�na� Ilr�es, Tha �ontracxor s�aall fa� re�u�red ta C�ordan�k� with �he W�ter De�aa�t�en� ta
��tarmins tl�e bes# tirnes far de��tivating and �ctiv�tir�a l�ros� l��es,
�-"�9 �A#V1A�� TD PRkVATE PROPERTY
The �ont��ctor sh�ll irnrr�edi�te�� re�air ar re�kace any da�age fo �nvate pro�erty, includrr�� b�#
not lirnited to fencesr wal�s, pa+rernent �nd water an�f s�wor servi�e�. at n� c�st to k��� Qw��er_
�`his sl�all i�� �uo�idiafy ta ti�� �orrtr�ct ar�� r�ot a s���ra#� pa� iter��.
D-�0 �H�P DR�4WIN�S
�C�o� drawings sh�ll f�e sub�nitke�i by the ���rkrackor Eo ti�e ��r�stru��lon ���ine��, �or �Il
et�uipmen# and rrt�#��ials for tF�is pra�ect �onkeactor shall subr�iit sevei� {7) cap3�s of sh�p
drawing�, Cayouts, mae��fac#�r�er"s d�ta and ma��rial sc���}�k�s a� tt��� �� e���ire�i by th�
Ea�c�ineeT for �is r�view_ �uciti r�v��+,�,+ i��r litie �ngineer sh�ll ir��lude ch�cEcin� frr gar���al
conf�rRrienc� wi�� �t�e desrgn �an�ept �f ihe proj��t and gen�ral �amp1€ar�c� �vit� ir��ar��ati�n �iven
ir� tha ����ral �ant�ack i��curnen#s, l�7�1ic�Ee� ��#lar� t�y the ��gineer, wh��h rr�ay r�s�lf from his
r�vfew, shali not canstrk�a#e cancurrer�ce wi�h �n}r dev�ation �ram t�re pRer�s ae�d specifications
unCe�� w�ch �evlatRans ar� speci�c�lly id�r���if�d by #I�� met��d cf�s�ri�,��l �elow. and fuet��er s�all
not reli�ue #k�e �ar��ra���r �f re�pt�r�sihili�y #�r errars o� omiss��r�s in €he subt77�#tet� ci�ta.
P�oc�ss�d sh�p ��av��n� �ubmitlal �re nvt c�ra��� ar�fers, T�� pur��se of s���rni�tals, fo� #k�e
�ont��ctor, a� �� c�ernonstrate #hat tl�e �a�t�actor �nderst�nds tkie desigi� co�c��t, a�rd xhat he
demor�strat�s �r� uRtideestar7c�ing l�y inct����1ng wh�ch e�urpm�n# �r�d rrE�ke�ials Y�� ��l�r�ds lo turr�ish
and ir�st�ll, and b� �et�il��r� the fab�ic�,#ion ar�� �nska€I�tion m�tl�o�fs he irrt���s t� �se, €f
�J��+iatioe�s, �a�c�epanci�s or co�flicts #�eiween st�bn�iEtaEs and t�t� d�si�n drawir�gs and�or
specif��akions �a�e dksco►rer�d, �ifh�r �rior t� or �fl�r ss�E�rni#t�ls are �r��ss��d, #�we d�sign
dr�u�ir�gs �nd s�2c€fi�atians �h��l �ov�rn Th� �an�fac�or �Y�ail f�e �es�ans�ble for aGl dtr�er�ss�ns
wl�ich afe to b� con#�rm�d and �orr��a��d at fh� j�i� si#�, faE�rica�ion �roc����s and #e�hr�iqu�s vf
�or�skr��tion, coordih�#ia�t o� hi� warlc w�tF� #hat of ot�rer trades ��d sat�sf�ctory per#orrnanc� af C�is
w�r�c_ T1�� �ontr��tor s1�aJl �h�ck an� v�r�fy a!I m�asur���nts ar�c� rev€e��+ sul�r�it#a�� �ri�t �o
�ut�mitka�, �nd sigr� or in�lial a stateme�rl incl�ded wi#h the submittal, wni�h signifies cornpliance
wi#1� the plar�s a�c� s�aecificatio�tis an� dGr�7er7sions s��itabi� ��r #h� �pplic�tian. A�� dev�a��on fr�m
tF�� speclFi�cl crt#�r�� s��11 b� exp�es�l� �taterJ ir� wri#I�g Jr� t��� subir�ittal,
�ho� draw�r��s �hell b� subi�iitt�d for #I�� foti�wir�g it�ms pr�oT to in�#all�tion:
9 , A!I pipe
�, #��info�c�� ste�l fabrication far sEr�ct��es
�. �ast Iron stv�c#Wral app�rter�a�ce�
4. �ast �tor�� app��ker7�nc�s
�. �#��1 €�-ror�urr�en� carn�onents
os�� r
SC-� 5
��#-L 1 � - �I�GLr1�L �r�1�1���I�IY�
�. �Ufif�l#Ufe ii�R1S
7, �rrigati�n ��oc�
8, lrrN�aki�n b�ck-�lov� p��v�rtt�r
9. Tre� �ra#e
9�_ ,4E� f�un#ain et�uRpment
� � . E[ectrical contro3 p�r�e�
��. L�g�t fF�ctur��
�hop dr��ir��s m�ast b� a�p�rove� i� wTJting b�r �h� �n��neer prior to th� start o� work,
a-��I �I����Ih�f� �� ��ISTIN� L�TiI�ITI��
1Nhere a�ra�os�� �+ater tine cross�s o��r a sanitary sev��r or ��n�tary sewer ��r�ri�� lin� andlor
pro�osed sewer line crasses �v�r a water line a�r�4 �he cl�ar veri��af dis�ance is 4esa tha� � f��t
barrel to barrel. t�e sa�ik�ry s�wer or san3�ary sewer s�rvi�� lir.� ��r�11 �� rna�i� +r,tat�r t��Fr� �r b�:
c�r�skr��te�l of du�til� iron pip�. �'h� fi�quir�d ke�gth of repi���me�t shali �� deterrrrir�ecl hy tk�e
Ee��ir��er, TF�e mat�fial �or sar�it�ry ��wer rr�a�ns an� s�nitary �et�r�r I�terals �I�alf be ����s ��
DuctFie Ir�n Pipe with polye#hyfer�e w��ppin�_ Th� m�t�ri�1 for s��lkary sew�r service �in�� sh��l
be exl�a streng#[� cast aron �oil pip� wl�n p��yelhylene w��pping. Adap�er �i##in�s s�rall be a
u��#k��r�� b� �teoprene ��uplirtig �ST�l1 ���� wiih s�ries 3�0 stainl�ss sf��l c[�mp�ession �traps,
Backfill, fEttings, tie-ins ar��i a.�l ott��� o�ssociated appurt�nan��s r���ired are deern�� subsic#�ary
wark, tE�e cost �f w�7icl� sh�f1 �e ir�cEud�d i�r t�e prir_,� bid in f€�e �ropo�a! for each� bEd itern_
�-�� �}���71r+S� UiIL1TIES AN� IMPR�I�EI�I��I�a
The plan� ��ow t�e locations of a!� kr��wn suefac� anct s�baurf��e s�r��tur�s, I�#ow��+er. ���
�wner as�um�s no res�o�sibi��ty f�r f�ilure to show ��y or all of t��se s�truckure� an the f�lar�s, ar
to s�raw #h�rri in th�i�� �x��t lo��tian. it �s mut�aCly �gr��d tha� s��h f��l�r� s�a�k nat �e c�nsFder�d
suffic;ent �asis ftrr cl�ims #or 2�dditional ca�r�p��rs�tior� for axt�a wark ar �or �ncreasing kh� p�y
quar��iti�s in any rn�rtner whatsoev��_
Th� ��r�trac�o� sha�l be responsible f�r ver�fy�r�g lhe locati�r�s of ar�d protectin� �II �xisking u��llkies,
serv��c� fines, or oEher prop�rt� ��c��se� b� his constructior� o�etations_ ��ntr�ct�r s�all ma�c� all
neces�ary provisior�s f�r ths sup�ort, protactior�. r�l�ca�io�, �r�c�l�r C�mpaTary rel��atior� �f �II
utf�lt�r poi�s, ��s lines, Eelep�an� �a�l��, �tE�lty servic�s, ��ate� �rr���s, sanitary sewer I�r�es,
�a��tr�c�G ca�l�s, tiralnage pip�s, and �II other uki�lti�s a�d s#r�ciuros botF� �E��►�� �n� �e�ow
�found durir�� constr�ction, Th� �onkractor is liabl� for all d�r��s��� done �o such existwng
faci�ities as � result of hi� op�ra��oe�s and an� a�tl �II �ost Gncur�`ed f�� �#�re pr�t�cti�n at�dlar
tentip[�rar� r���caiion o� such fac�liti�s ar� d�erned ��absldiary wnrk aitid ti3� ���t of s�rr�� ar�d shaal
C�e i��l�d�� E� th� �:o�t b�+� per linear foot of ptp� G�st�ll�d, N� AD�ITI��1�L �O[�PEhf�AT�O�!
WELL BE Al.L�1N�b.
UV��r� �xiskin� �tiE�tie� o� se�+i�� kir�es are ���t, braken �r darnage� t�r� �ontfactor sh�il r��lao� ar
r�pair kh� utititi�s �r ��n+i�� IGr��s with kl�� �a�� t��� of �ri�in�f m�t�r��! ��d cor�struct�ar�, �r
beiter, �rnf�ss o�h�rw€�e s��ou+n or na��c� �ri the plarts, at I�is ovu� co�k ar�d �x��r��e. Th�
��nt�'�ctor shall 'rmrrtec#i�#ei� not�ty the Owr��r of th� �i�mag�� �rtilEty or service line. W� shall
c�oper�t� with ti�e �w�r��-s �f all utilities i� It�cate exisiin� ��7d�rg�aun� fa��lit�e� �n�l r��tify �h�
Er�gineer of ae��r �an�iic#� i� �rades and al�gnm�nt,
����r ��- `� 6
��1�� � " ����i��1� �i�lV�������v
Ar�y and �!E permar�ent s#�uc�ur�s s�€�h a� parki�lg I�t surfac�, fer�cin�, a�d lik� �tr��#u�`�s �r�
elt��er public or �r�vate pr�pert�+ shalC b� fe�rla�ec� at n� �ost to th� �fty by rrra�eri�l a� e�uaf vaku�
af�d quall�y as that �Jar�-i�ged_
Ir� ��s� it �s €���essary to �Y�ange ar move t#�e property of an� nv�+ner o� a�aubli� ��tiGfy, sucC�
�roperty �13�1� r�ot b�e moved or ir�terfered wtt� ur}kit ord�red t� �a sa �y tk�e Er�gin�er. �'he �'igh# is
re��rved �o ih� own�r of publ�c ut�lit�es to enter r��vt� the limits o� th� peqj�ct �or t�e purpose �f
rnakir�� su�1� char��es or e�pairs af t��ir �ro��r�y #�rat �nay be mac#e nec��sary by perf�rrnance a�
this conlr�c#,
T�re utiEity Cines and �or�duits sl�a�+r� on th� plans ar� €or ��forrna#�o� �r�ly 2�ntM a�`e no� �uar�r��eed
b� ki�e �i#y �rf k�� �ngin�er t� #�� accur�t� �� #a �xtenk, locatior�, �r�d depth; t�rey a�$ sh�w�r or� th�
plar�s as the best i�form�tior� a�+a€la�le ak Eh� #ime af d��ign, frarn the �wr�eEs of �he ut�iiti�s
inv�iv�d anc3 �ra�x� evi�en�e� ��und or� th� graur�d.
� � � �I�I������i�iC�1►����s1��I��1�1�:i7T'�i�T��?
I[ is �p�erent �hat cert��n �onskructior7 vel���kes �oufd ��c�ed kh� I���i b��rir�� c�p��fty of the �i�e
�nd�r ����Ilow b�ry cor�d�tiorts, ik wJll be �Fre res�a��sibliity �� #��� �ofltra�t�r ko �rotec# b���r the n�u+
tine an�i th� ex�stt�g lir�es froixr t�aes� passibly exc�ssive a�a�Es_ Th� �ontrac#or sh�lt no#. �t any
k�n�e, c�os� ##-re ex�sting o� ��w }�ip� with a truck �€�liv�ring n�w pi�e t� t[�e s4te. Arr�+ d��nag� to
t1�� �xi�ting or ��w pipe tn,ftll i�� �`���Ire� ar rep€aced �y t�e ��r�trac��r, a� the �on�ra��ar's
ex�er�s�, to the s�#isf�c�ior� af #he �Et�r,
In loca#ions wi�ere i� is n�t ��rmiss�bl� ta cr�ss kh� �xis#t�� or propaa�d pipes wtthout �ddi#ion�J
protec�iar� tl�e �vnkraclor rnay elect ko �rov�c#e adciitional ��o#ecl�or� of th� pip�s so tl�at rrror�
���qu��k crossi��s of th� }�i��s 2�r� alt�wed, �t stili is, however, the �espon�ibiEity �� i�re �o��t�ac�or
to re�a�r �r�� dar�ag� to the existing or pToposed lin�s, if #he d�ma�� �e��lts from an� phase of
h�is �ans#r��tion op�r�iion.
�-�4 TF�AFFI� ��h1TR�L
Ti�e �antractor shall #�� r�spo�sr�E� f�r providti�g kra�fi� control d�rir�g the �o�struc#ior� ot kl��s
�+roJ�cl cnr�srs�enk w;�17 the pro�+isiar�s s�t f�r#�� ir� il�e ""4980 �ex�s [1ri�n�al or� Un�far� ��a�ic
�o�t��l Devic�s �or ��reets ai�d WrgE�ways" iss��d t�r���r the auihorlt� of #ha "�ta#� �f Texas
Untforr�-r Act R�gulaEing Treffi� on Highw�ys,�� cor3if��d �� A�tic�e 57�1 d V�rnon's �iv�l �t�tutes,
��r��r�e�rt s��ii�r�� #�eai�g ���tion �los, �l, ��, 30 a�d 31, In addttia�, the ��r�tract�r shall ��rx�p�y
wiEh �ity oF F�rt V�or#h, Texas, F��ruar� ��79. Traf4G� �ontr�f �a�7dboolc �o� �onstru��ion ar�d
N1ai���ena��� W'�rk ���a�,
�'h� �on���ct�r +�ill not re��ov� �ny r�g���t�r� sign, ir�s��ucki�n�l �i�r�, s�reet e�a�ne slgn �r othe�
s�gr� w�rich has ��en ����t�d �y l��e ��t}�, if it i� d�t�rrnin�d tha# a s�gn must b� ��rnove� #o permit
required coG7�tru�tion, f�e �ar�k�a��ar shaCM �or�ta�i lh� T�ar�sportatior�IP�wbEic 1+Vorks D�parlmen�,
�ig�s ar�c� M�r�irr�� D�vEsiar�, {�ho�� �lumber �7'�-����� #o rer�i�ve the sigr�. 1�7 tF�� case o4
r���latory �agns, th� ��ntracEor R�ust repla�� tltie ��rrl�aner�k s��n 4Vit�t a#�Ri[3orary slgn r1'r��xin�
t��� r�q�,ir�mer�#s vf the �b�v�-r��erer�cerl m�nuai �nr� such tempor�ry sigrr mu�t be install�� pr��r
to #I�� remov�l af #�r�: per,�ane�[ si�n. Ef #i3� #e�r�p�r�ry sig� fs n�# i�stalle�l ��rtec�ly or i� it ��e�
n�t r,z��t ih� require� sp�eclf�catEor��, th� per�nanent sign shall �e le�f in pla�e until the #emporary
skgr� eeq�irem�i�ts are rnet. Wt7�n �onstruckior� wor1� is cornp��ted �� t17e e�rke�# kt��t li�e
p�rr���r��nk stgt� cae� be rei�s��lled, the �ontfa���r shalJ �g�i� �vr�#��# t�e �i��s a�d M�rl�i��s
��r3av�ar ��-1 �
PART � - �i��C#A�, ���IDrfi�(��lS
DivFsto�'� #o rernsfal� th� p�rma�ent sEgr� and s��il Ge�,ve f�is tempor�ry si�n in plac� unti� s�ch
r�in�ka�l�alio� is �ompleted,
1, Th� �t�rrk�a�kor sF�al! f�.�r��i�h bafri�at�e�, flares, etc., �or the �rotec#i�n of #h� ��C�lic �€��i the
wvr�.
�. Th�� ��e�tt�actor sl�all furn€sh a f�nal #raffGc �or�tr�l plan to 3�� �i#y ak t�re �r��cans#ru�#ian
rne�t�ng.
D-25 PAYMENT
Paymen� f�� �N wor� and m�ter��f inv�lve�1 in sa�va�ing, �k��nc���ing, andlor remo�+in� of exE�tir��
#ac�liti�s s��ll �ae anciuded .in t�e I�near ��ot #�id pric� o� tF�� ��p� ��c��pt as f�flows;
'l, �e��rat� paym�nt wial be made f�r ���-n��+�l af ail fire hy�lrant�. g�te valv_�s ��-inca� ai��
1��'ger, �n[f sar�itary s�wer �r�a��h�l�s �eg�rdless of iacat��rt,
2. Payrr7�nk wiil be m�de far salv�girsg, �bar�dc�n���, a�c��or r�mt�ving of �GI other exis�ing
���i1i#i�s whe� s�id fa��lit� i� r�ot b�ing ��pla��ct in ti�� s�rrte �r�noh, �_e., wh�r� r��'no��l
req�ires a separat� tr�r�char�g ���ratior�,
D-26 �M�T
�-2l D�T�URS
T�re �or�tra�tor s1�a�� �ro�ecute his uva�k rn s�ch � mann�r as to cr�ate a m�n�rnurn o� interrup#ion
to trsffic and ped�striar� �a�iii�ies a��d �o th� flc�+,v of ve�ric�lar ���I pe�E�s#ri�� #�affic wit�ir� �I�e
proja�t ar�a_
D-28 �A,�lF�I�A��S AND WAI�NIN� St�NS
Bareicade�� wai'��r�� 2r1d [i�to�r �igns shali con�orm �� the ��ar�dard ��ec�f�C�t[or�s "E�arr�e�s and
1Narr��n� �ndfoi• b���ur �i�ns�.� Eter�� 5��4, artd��r �� shov�r� on the �l�r��, �onskr���ion sGgn�ng and
E��ff���CI@$ $ii�Il COC��OffF} Wkf�i "1 �8� T�x�s fu�ara�al a� k�nifor�r� l'raffic �antrol Devic�s, V�1, �lo, 1'�
or la�test ��itioe� fl���e �f_
D-�� �XA1441�JATICIN �F �ITE
It shall b� �k��r r�s�or�sibility of the praspec#ive bit�d�r ta v�sit the pro�ect �il� anc� ��ke su�#�
exarnin�ki�ns 2.�d �xplorations as m��r be rtec��safy to det�rrnir�� ��I ��r�dktion� +1�+hict� r�7ay af#�ct
��n�fru��i�� of �I�i� pro�eck, ParLlcular a�ter�tian shouR�J be ��ven ia ir�eiho�Es c�f pr�vidir�g ingress
and �gress �o �d�acer�t privata �nd [��bfi� pro�e�tEas, pra��tlur�s �o�` �ra��cfirtg existin�
imprt�verrtents enct di�p�sit€o�i oT �II rriate�ials to be r�mo�ed, Proper �ar�siderat��n shoulci #�e
�ive€� to th�s� det2�ils �ur��rg tE�e �r���r�€�or� �f ll�e P��p�sal and �II unu�s��l conci�t�oi�s wt�icli �ay
�7i�� r��e i� �ater cont�rrg�n���s shaulr� be btought t� the alt�r�tion o� #�� Owr�er p�lar tn #t�e
submis�i�� of the Pro�asal,
�-3� ��NIN� �DMPLlANC�
D�rir�g #he c�ristru�tion of tl�l� prc���r.#, the �oe�tractor s�a€1 ct�mply wEth pr�s�nt zoni�g
r�s�uireme�rts of #�� �ity o� �ort V�ort[� i� t€�� u�� of va�ar�t property for storage purpo�e�.
oa�aro�� 5��� 8
��f1� � � ���4��L �r�IY�F�1�lY�
0-3� v��4T�� F�� �ohl�r�lr�T�on1
W�ker for co��teu�#'ron wfl] b� furr�€shecl by tl�e �ontractor aE h�Es �w� �xper�s�
�-3� WA�7� MA7'�R�AL
A�I waste tnat��i�l shall b��c�r�$ �h�e p����rt�+ af th� �ontr��k�r �rrd s#�all be dt�p�s�d o� ��+ �he
�or�tr��k�r �� Ioc�t{ons ��p�ove� by the E�r�ir�e�r, A!I ma#�r�ai s4��lf �� d�sp�s�� of in s�,�h a
n�ar�ner as ta preser�t a r�eat a�p��r�r�c� �nd �� r�ol obstr��t �r�per �raRr��r�e �r ta �a��� in�ury to
s#��ef arr�pro�+�mer�ts �r to abutking p�ope�tY-
D-33 CL�Ah1UP F�€t FIh1AL AI���PTAN��
F�na� �lea��a� work sf��l� tre d�ne #or thls {��oj��t as �a�n �� �II cor�skfi�c��ar� Yras beer� c��,pleted.
ido �ore #har� s�v�n da�+s sf�all elapse af#er cofn�letion af con�#r�ction ��f�r� fh� roadw�y, rigt-rl-
o�-way, or ess�r�r�nt E� �I�an�d up to tl�e s�ti�f�cttar� �f #I�e �n��r�eer, TF�e �o�����#�r �I�all make
a fin�l cle���up o� all p�rks o� tt�e w�r1c b��ore ac�eptae�c� by th� ��ky of Fort UV�rth ❑� I#s
rep�e��r�ta#i�e. This cle�n�� shall �nclud� r�rn�vai �� �II �bjectior�2�bl� rocks, p�eces of aspha�� ar
�ar�cr�te ar�� oth�r cons�r�c#iori m2teri��s, �nd in gerteral prep�arki�g th� sit� of #Y�� work ir� an
�rd�Ny �ar�ner ��d a}�p��r���e, rinal accept��ce of #1�� cornpleted pro�ect wor�t sl�all be �l�+�r�
by t#�e �ity of ��r# W�rth D��ae�ment �f ��c�ir���rin�,
pk�� �ROF�ERTY A�����
Acce�s to �dJacer�t property shall b� m�ant�i�ted �k �II #Imes unles� otherw�se ��fecked #�y #ne
�n�G�e�r.
�-3� �O�lST#tU�Tl�1� ��Ii�DIfLE AND SEQtJ�h��I�1C DF W�I��C
Priar ta ex�c�tii�g the �on#r�ct, it sh�ll b� the respor�sFk�Mli�y of t�re �anfrac#�r to f�finEsh a sc�ed�rie
au#lining kt7e anta�ip��etl �fr�e fot �ach ph�se af c�nstructiar� wita� s�aeling anrJ comple��or� c�ates,
ir��k�tfin� ��ffi��er�t lirn� bei€rg allawed f�r �leanup_ Th� sch��u�ed t�r�re for c�ix�p��tioi� s€�all �e
cor�sidere� to be �� mor�tF��_
D-�fi ��#��7'1� R�STRI�TICIN� - VN�RK iVEI}►�t HI�F� If�LTA�E L.INES
Tl�e foEl�vring �ro��cfures u�+i�l b� ��Il�vwetJ regardir�� �F�� su��ect alem on t�is conlra��;
A� w�r�ing s�gn not ��s� t�ar� fiv� in�h�� I�y �euen inch��. �air��ed �eltaw w�#h I�I�ck C��k�rs
th�t are le+�if�i� �t twelv� f�et sh�ail b� place� ineide an�l ��ts�d� vehicl�s ���h ae c�an�s;
derr�ck�, pawe� sl�ov�ls, drill�ng rigs, pGle driv�rs, h�iSlErr� �qLli�rT7Er1� OC ��C�'r11�� 2�p�r�#Lr�,
The v�r�re�ing sign sfnall r��d as follt�ws; "IlNAR�k�� - UN�AVUFUL TQ ���F3}1T� TH��
�QU�P�lIENT WIT�iIN ���C F�ET OF �€I�H �1��TA�� l.l�l��_�
2_ ���r�prr��r�# kh�t �a� �� �p�ra#ed wit�ln t�n fe�t of hi�h vol#ag� Iln�s �hali k�av� irrsul�t�ng
c�g�-t�pe vf guard a�auE t�e b�e�m ar arm. �xcept ��c�C h�es �r dip{�e[s, ar�d insulakor
lir�lcs ar� t�� Eifk hool� c�nr�ecti�ns,
3_ UVI•�e�� necess�ry to work v�iEi�in ��x fes# �f high va�tage electri�c lines, natifica4ian shall �e
glvan tl�� ��wer co�n�ar��+ {TXLlj who wiG� erec# t�rn�ora��r n7echanacal ��rriers, �e-
�ner��z� the �inas, or raFse or kow�r ��re lin�s_ Tf�e work don� by t�� p�+n�e� ��mp�ny �#�all
nat be at tri� ��cp�ns� of khe �ily o� F��k 1+V�rkY�. 7he r�otifyin� ��p�e#m�nt sh�ll main#€��r� ar�
accurat� lag af aE1 �ucf� cal€� to TXU, �r�d shail r��or�i ��#ian #aker� in ea�h c�se.
03I3+�� f
SC-'[ 9
PA#�T � - ����i�ll. �.��VDITI��I�
4, The ��r�trac�or �s req��ir�d t� rnak� �rr�ngen�ents wt�h the �}CkJ campany fo�• t�� tem�orary
rerocat�o� ar raisin� of hi�h vol#2��� lincs at t�� �onkractor's sol� co5� �nd expens�.
�, No persor� sh�l� w�rk rn+itfi��n six fe�� �f a hi�h ���tage lin� wiki��uk �roke�#ion havii�g b���
taken �s o�tl�ned in P�ragr�pt� {3�,
17-�7 OMlT
D=�8 �L�NITA�R`f ��4��LITI�S F�R WOF��C�i��
�pec��� a�lertition is �ire�#ed k� �e�tion �6-�i,� of I��rt � — �s��.ral ��ndi�i�r�s of t#�e �on#r�ct,
D-39 �EGAL REE.1471�IVS A�lD RESP�N�lBI�.��`I�� T� 7�-fE �UBL.l�
Th� ��r�tra�ta�'� �artic�l�� aik�i7t»n i� directed to ih� ret�uieernee�ts of �e��E�r� ��6�, .�I��gai
Refa�ior�s and ��spo�slf�iGkie� to #i�e Publi�" of P��1 �,�eneraC �or�dit��ns o� t�e �ontract_
[���0 #2��HT TO AlJDfT
A_ �ontfactor agr��s t�at ti�e �il� s�r��l, until the expiration of th�r�� {3) ��ars afk�r final ��ym�i3t
und�r tl��s ��nt�act ha+re acc�ss [� �r�� Ihe right i� ex�+�tiir�e �rtd p#�rot��opy �ny dir��#1y
perll�ten� books, docu�7er�is, �apers and recorr�s of the �ontractor invol�rir�g t�ansa�ti�e��
rel�tf�� to #his con#ra�t, ��r��ractor a�r��s #h�# #Fre ��ty shal4 �a�+� �cc�ss during normaf
warkin� hours t� �EI ��c��s�ry �ontra�t�r f�c�li#�ss an�1 s�aCl b� pravid�d a�e��at� �r�d
appropriate �t+orCt sp��� on a��er �o ca�duc� �udits in c:a�n�iian�e wiki� th� prav€sia�rs of this
sa��ian. �"h� �ity sh�lk give �ontrac#�f r�asan�bJe �dvance nati�e of Ir�t�nd��i a�dits.
B, �ot�Erac�o� further agress to i�i�lud� ir� all its s�abcanir�ct� her�under a provisian ta lft� effe�t
thak t#�e su�c�ntra�taf �gr�es th�ak t�te �t#y �h�ll, under th� �x�3raiian of �hree (�} }r�ars �f#er
�n�J p�yrr�ei�t und�rr th� �ubcontract, hav� acc�ss #o �nd il�e r�g�rt ta �xarr�ine ar�d pY�atacv�Y
an�r dFrec�i�r �aert���rt� k�[�oks, �iac�rr�7ents, pap�r� �n� rec�rds of such subcor�tr��tar. in�+olv�ng
t�ar�sactior�s t� the sub�a�#ract, ar�rl furtl;�r, l�at �ity ��all h�ue access [l�+r�rtg nor�rtal warkir�g
F�ours �� �II sub�o�tracfor faciliti�s, �n� shall be provi�}�d ad�qu��e �r�d ap�roprlat� �ork
sp�c�, ir� �rde� t� canduct a�c�w#s in cor�pr�an�e witl� #he prt�vr�iarrs of thFs a�ti�le to��k�er wi#�n
�ubsec�io� ��} hor�of, �ity sha�l gi�+e s�bc���tr��t�r rea�oe�a�le advanc� r�al��� af ie�t��rde�
a�dits.
�. �ontractar �nd s�,b�a�#ract�r agree to photoc�py suc4� �locumer�t� as may �e �quested #��r
lhe �it�, 7h� �rk�r ag�ee� ta reir�b�rs� �ontractor ar�d suh��ntra�tot f�� the ��sts o� ��Ees at
1he rate �ut�l�shet! ir� the Texas Ad�ni�riskra#ive �ad�,
D-�4�1 Ihi�I��A�� �R DE���A�� 1�1 QU}��VT�TIE�
The r�uae�ti#ies shaWn in t�e �rapo��� �re �}�p��xirna#e_ It i� #F�� �ot�k�ac�or's sol� r��por��i#�rlit� t�
v�rif�+ 211 pa� item q��ntitGes prior to sub�it�in� ���d_
Wl�en the quanti�}� of th� wark to be t�arre ar materi�ls ta b� furr��sE���l ��nde�` �rry pa� it�rx� of t��
con�r�ct Fs mo�e than ���°� �f th� quan��#y s#�t�� in the �ont��ct, w��thet st�#e�! by �wnsr �� by
�ontractor, th�rt �ather party �o t�e cpr�tr��t, u�aan cteRr�and, sh�ll be er�litled to negntrate #�r
revised ��r�sidera�ior� o� th� ��rtion of wofk abav� 1��°� af fF�� qu�rrtit�r ie� t�� con�r��t.
o�af ��-�0
���� � � ����i��l� �:��i�������+i� �
Wl��n the q��r�ti�y of the wafk to b� c��ne or �-natefials to �e furr�ished u�d�r ���y �a�+ item a� #ne
co�tra�t is I��s tr7an 7�°l0 of the quar�ti#}+ stated a� t�e c��tr��t, �v�a#�rer stat�d b� �wn�r �r by
�or��racxa�, khen eE�her par�y to the �ontract, E���n dem�nd, slzaEl �e entitled ta� n�goti�te for
re��s�d cansiderat�on an th� p�rtion o� w�r�c b�low 7�°l0 of t�a q�ar�li�� stat�d ir� #he �onlract_ Th�s
paragra�� shaMl no# a�ply �n ti�� ev�n� �wner d���tes � pa�r item in its �nt�rety �rorn #t�ts �onlract.
In #he �v�nk �wn�r ar�d �ontractor are una�le to a�ree o� a n�g��iat�d �rice, �wner and
�or�trac#or agr�e iha# tl�� ���sid�ratio� wkll k�e t�r� ackt�a� ��eld co�t of #he woflc plus 15`�16 as
d���rib�c� he�ei�, ��low. �gree� U�an in wr�tin� b� th� �o�fractvr �rtd Dir�ctar of D�paRmen� o�
Er��i�eer�ng �nd �onk�ac�or ant� �ir�ctor of D���rtme�t of �r�gin��e�r�g and �p�roved b�r tY�e �ity
�auncal 2�Ft�r said wv�k as corn�l���c�, s�bjec� ko �CI o�her conditEons of th� ��ntfact, As �ise�1
herern. �Eeld c�s# �f #i�e worE� will incl�ad� ��e cast of aN �orkre��n, �ore�n�n, t�rn� k��pe�s,
m�c�rar���s �r�d I�l�orers; �MI r�a�t��i�l�, sup�l��s, truck�, e��ipm�r�t rent�f far su�h �ime a� ��tuall�
us�d or� s�GcF� vvork �nly, ��u� �H pow�r, ft�el, lubri�art��, wa#cr ��rd sir�silar o�erating �xpense�;
aa�d a r�t2�b1� portion of pr�mi�rns �n �erform2�nc� ��r� �ayrnenk bor�ds, pubEic �F�biIF#y, Vllo�it�rs
�or�7p�r�sation and �II atl�er insuf�r�ce req�fred b]+ 12�v� or by afdie�2�n��, The Direc#or t�f
Departrnent of ��tg�n�er�n� will direct ti�e f�rm ir� �rl�ich th� acco�nts af actuaE fi��d cost v�rt11 be
lcept and wGll ��corn�e�d wn �vriting #h� melhod �f doing the work �nd li�e type ��� 4cind �f
equip�rtent to f�e use�, L�ut �uch +r�+ork will be perform�d b� tho �ontractor �s ar� indepehd�n#
�o�#r�cko� and �t�� as �n agerrt af er��l��+�� of lhe �ity, Th� ��°r�� ofi th� a�#u�l fi�l� cos# #a be
paic� #o #he �ant�act�r sh�N �over ar�d compe�s�t� him for pfafl�, ����h�a�, �er�e��i sup�rvis�a�
anci fEeI�R offacc� exp�nse, anc! �li oth�r e�ernsn#s af c�sk arrd ex{��rt�� r�ot �mbraced withir� t1�e
actual field cost as t�ereln s��ci��d, Upon r�quest, the �or�tractor �h�ll Rrovide lhe Director of
[��p�rtmee�t af �nglr�eer�ng ac��ss t� �!I �c�o�nks, bElls ��t] vouch�rs rela#ir�g t��r���_
D-�� ��17T1�1� �F ��hi�1��7E
1lUhe�� existing ��rrcrete �� c�rt, such c+�ts shall be m�de wi�k� a cor�crete s�u+. A�� s�wing �ha11 b�
st��s�c�iary to �I�e uni# �osk �f the ��ape�#iv� l#em_
D-4� ��N�RETE �IDE1�f#�I��C AND DRIVEWAI� F��I'LA�E�V1��#T
A� ��ca�io€�s in tl�e p�o���# wher� rnains ae� r�s�ui�ed to be �lac�d un�er �xisting s�dew�lks and�or
driveways. �uch �ir��w��ks an�1a� c�riv�v+.fay� shall be �ompketely r�p���ed fo� the �ufl �xl���Rg
widt�, between exis#i�g c�nstruc�ion �� expansioi� �oir�ts w�th ��QO psi c�ncre#e wit� r��nforcing
sk�el �n ��and ��shEon ir� ����rdar��e wiih ��ty �f Fo�t 1+Vorki� Trar�sporta#ionJPu��3� Woeics
���art.ment �tar�d�rd �p�cifE�ations #�r �onstr��tiar�, I��m 50�4.
�l ]o��tEor�s wh�re ma�ns are a`�c�ui�ed to �� pMac�d ur�d�t exis#ir�� curb ae��i gu#tor, such �urb �nd
g�t��r �t��l! b� repa�ced to match lyp� ar�d geornotry �f the ��ix�o�ed c�rb �n�i gutter sl��f� be
ir�s�al.led in �cc�rd�nce with �ily of For� 1JVo�tl� Public �+V�rks De���trr�er�t �t���la�d Speci#ic�t�on
fo� �ar�str�����r�, ltem 5��,
P�ym�r�� �or �utli�g, ��ck�iil, �or��rek�. forrning rnater�als and a!I o�h�r associated a��urt�nanc$s
requifed, shall b� �nclud�d Ir� k}�e sq�are y2�rd pfic� o� t�e bid ik�i� for cort�ret� sEde�+ali� or
driVeW�y r��x�if,
D-45 M���ELL�#NE�U� PLA�EM�kVT OF MA7ER�AL
M�teria� #�as bee� a�loca#etl un�er v��'ip��s �fd �tt�ms �r� #h� Pr�posal to �st�b�ish ���il prt�es for
misc�l4an�ous p�ac��ent �f m�ferial. Tt�ese mate�t�ls sF�all be used onfp wl�en dire�t�d by tl�e
�a�r ' ��Y�� —
PAI�T D � �P��I�IL ��I�DI�I�1��
�e��ine��, depen�E�ng on �el� �or7dikians. P��+me�t �or rrkisce�ian�ou� pla�ern��� t�f r�iat�ri�l v�,+�ll be
made f�r ar�iy tF�at �m��r�t ot mat�ri�l u��d, rne�sur�� lo Ehe �earest ���-#�rtt� ur�i#, P�y�ne�t f�r
m�sceflar�eaus placen�a�t of r�at��ial ��rall E�e in accor�4ance wi#h ti�� �er�eral [:�r�tract Da�ument�
r�g�rdl�ss �f the actu�! arrGou�t us��i f�r th� proje�t.
D-�36 TYPE ,��" BA��C�1L.L
�x��v�te� ir�a�erial u��;�E f�r T�rp� "�" ��cpcfi�l rn�st �ae� mechanic�lly �ampacEec€ u�tl�ss #h�e
�ont�act�r �an fumisF� th� �n��n�e� wFtF� s�tis�act�ry evider�c� the P.J. �f #i�� ex���ra#ed rn�t�ri�l is
I��s the€� 8.' ��cfi evide�ce sh�ll be �#e�t r��ar� frorr� �n i�d��nd��! testir�g labarat�ry �r�d
r��,st �r�ci�d� repr�ser�tative s�mp��s of �a�ls r� a�f in�ofve� ar�as, wi#h a ma� sh�w�ng �he I�c�ti�e�
�nd d��rth of t�� vario�� test h�les,
If ex��v�#��i r��ieri�� is [rbu�o�isly �r�n�rEar i� n�t�te, conk�ir�in� kitii� �r no pfa�tic mat�rial, #1�e
�ngan�er ma�r w�i�+� khe t�s� r�p�rt e�q�irem�nt.
��e E-1,�4, �y�e "�" ��ckfll, ar7c� ��,� � Tr�nch BacitfilL-�
" R�vl�ed 3l2��8�
"` l��vi�ed 4{����1
E]4�7 �OT US�l�
D-�8 Af07` l.F��E}
D-4� TF��N�Ff �](�}�VATIO�1, B�4�KF�LL, ,4ND �011���1��rON
Tr�n�f� exc�va€ion and b�ck�fiii �ri��f�r �ark�ir�g
���ements, �n� v�rit�ir� ��eis�ing o� fukur� R,�,V�.
�nd ��-� E�ccavat3orr ar�[i QackfilC of th� �en�r�
as �pecifi�d hereRr�.
�ok�, driveways. grav�l sur{�ced road�, vwit�in
s��11 b� ii� accor�anc� with �ectiar� E'[-2 Ba�f��iil
I �antract �ncur�re�ts �nd �pecifica#i��s ex�e�t
A_ T�EN�H E}{�A1JAT1��l� �r� accor�anc� tin+�tn ���t��n �2-� Excavatian sr�d Bac��fll, tf t#�e
s�ate�l m�xfmurrr trencE� widkF�s are �xceeded, eftF�er tha-a�g� ���ident or o#k�erwJs�, ar�d i� th�
E�gGn��x d�te�min�s �h�st t�e clo��g�t laadir�� �f tl�e pipe v�+iiC be ex���ded, tE�� �arti#�a�tor will
�� re�u�red ta s��pp�rt t�� p�pe �ith ar� im�rov��i tr��ch bakt�m, The �xp�r��e of such
rem�r�iaa m��su�e� sI�aIC �� �ettir�ly the (�ontra�tor's own_ Ail trenching ap���ti��s shall be
con�ir�ed to �h� wid�h� of p�rn�a€�errt righ�s-ofrw��� �ermar�oe�k ���er�e€�#s. �nd ar�y f�mp�r�ry
ca�rstru��G�� �as�rn��ts_ f�ll ex��vation shall b� lu� stri�k �orripl�an�� with the Trar��h �afat�r
�ys�ert�s ���ci�l ��ndttian ai this c�oct�mer�t,
�. �R��}�H B�I�K��Lk.,; �rench�s wh�ch Ife �u#si�fe of �xi�tln� or f�tur� pa�+�m�nk shall be
b���filled �l�t�va tJ�e tap �fi the �r��h�d��er�k mat�rl�l wit� Typ� ���" k�ackfill rr�at�ria�. Ex�av���d
material used for T}rpe'.��� bac}�fC� mr�st he m�ch�nicall�r corr�pact�€I ��tEe�s the �or�tr��t�r �an
furr�ksh tF�e �n�ine�r with� s�t�sfactory evide�ce t�at #he P.I. of #h� �xcavat�d �x���eri�! is less
than 8, �uch evGderi�� �halr b� a#�st repo�i fron� 2�n indep�nde��t #��tir�g I�b�ratorp anti mr�st
i�cl��e r�pr���r�takave s�mpi�s of so�ls in ��I fnv�lvec# ar�as, wi#h a map showing� t#�e faca�ron
�n� �iepth of tl�� var��ru� test h�Ees. Ff �x��v2��e� rn�#�ri�l is obviou�ly geanular �r� nal�re,
car3#ainir�g li�#le or no pl�sf�� material, the E���r�ee� may uro�lve tl7e test e�porl ret�t�ir�m�nt,
��e ����,�, Typ� ����� or "�'� Ba��C��lf, artd ��-�,1� Tr���h �a��fit! #c�r addit�or�ak r�t���rernent�.
1Nhe� T�p� '"�" faackfifl rn�keriai is not s��#abl�, �t the dir�ctir�n oi #F�e E�tgin�er, Type ��8.�
�ackfill mat�ri�! sh�ll �e Wsed. tn ��ner�l, a�l ba��cfill mat���al t�r tr�nc��es ir� �xistlt�g ��v�d
stre�,ts sh�ll be in �c�ord�nce u+ikl� �'igure(s� �, �, �, or [?, �ancf rr�a#�n�� s�e�if�ed in
Fa��re(s) �l-D �Eiatl be o���ined fr�rn an ���r��r�c� so���e ancl shall c��rsRst af d�r�bie partrcles
�.�s�a SC�2�
���� � - ���ci�� �o�����ar�s
fr�� a� k�rit� �r el�n��#�d �i���s, I�rnps of clay, s��l, loam a� vege#a�l� r�etter and shall m��t
t�e folkowln� gra�fa�i��;
S{z� S�e�e � J4e#arr�e�f
#4 �-5
#� 6 �-�Q
# 5U 0-5i3
# 10� 6{}���
#2QQ � �,'l ��I
��,I. _ � or less}
�_ TE��Pl�H ���+'iPA����h1; AI� tf�rrch b�ckfill sh��l !�� p1��ed �n liiis per E�-�.� Backf��l,
Teenches witicY� 1i� ouE�ide existir�g oT fckt�r� pav��ner�t� shall b� �om�act�d to 2� mir��m�rr� o�
�0"l0 �taa�dafd Pra��t3r Der��Nty {A_�.T,il+l, D6�8� #�y means of t�r€3par�g �nl�,
T�enches wh��h I�e �nd�r �x'tsti�� or f���r� pa+���e�t sh�ll b� foack�IRed per Figure A with 95°l0
�#andard F�roct�� D�ns�t� by je##ir7�, me��ani�al tamping, or a corni��ra�tion of mst��ds,
B�,�kfoil tnat�rial to b� �7ecl�a�icaEly t��rtp2d m��k be v���hi� }-��°�4 of its �p#i�t�r�� mois�ur�
cont�n�, 7he #o� two ��� f�et of sewer line #��n�l��s �n�! #he t�� �igC�#een {9 8} in�F�es of +��at�r
line i��a� be rolietf i� wilh h��avy �quipm�r7t tires, pravide�4 i� Gs plac�d ir� lifls a�propriate to �h�
ma#��ial be�r�g use� ae�d ��e op�r�#i�n �an b� {�erfoerx�e� w��ho��� d2�r����e #o tt�r� ii�stalEed �ipe_
��e ��ty. �t its awn �xp.ense, wifl pe�farm #r�n�h ��mpact�on tests p�r A,��T.M, s#ar��l�rd� a�
aKl tr�r��� b�ck�i€]_ An�r ro��sting r�quirac� a� � r�sul# of fail�r�* t� compac� th� bac�CfiRi m�#eri�l
ta �r�e�t ihe sta�dards will b� �� �I�e exp�r�s� �f #�e �an[�ac#o� an� will b� bllle� at t1��
c�mme�cial rate� �s c��terr�tiine�4 b� the �I#�r. These soif derrsi�y �ests s�a�l! b� �e�forme� at
two {�� fo�t v�r#Icel i�te�+a�s beg��rning at ���vel #wo (2j f�et ai��ve t�e kop of ihe in�#alted p't�e
�r�d ca�tir�u�n+� ko ti�e �o� �f litie con�pleted �ackfrll �� in��rv�ls afonc� ti�� trench no# ta �xce�d
30� iir7ea� fee�, The C�i�tr2��tor tin+�lk b� r�spo�sible for pr�vGdir�g �ccess �nd �rench s2�fely
s�st�rr� to �he I�v�1 of tre�c� backf�Rl to b� t�s#ed, �lo exf�a corr��er��aE��r� �ilE k�e �l�ow�d ior
exp�sin� t�re b��k�iGl I�y�r to #�� tested or provitiir�g tren�h �afety sys��m fo� tes#�s co�t�ucted
by t�e �Ity.
�. fu��l�t�URE��{VT Ahlf� WFlYAr1�N7; Afl i�naterial, inclu�in� �ny �n� �IE T�+pa ���'' �ackc#�Ik, and
iabor costs �f excauati�n and ba�kiill will b� in�lu���i in tfi� petc� bid per lir��ar fo�t o� w�t�r
�nd ��wer pipe_
���� PAVEM��ITREP�#IR���-'IJJ
Th� uni� pr�c� �id �t�t��r tn� �p�ro}�rwal� k��t� �#�rn o� ti�e �ro�asaa sF�all ��v�r �ll �ost fa� pr��+iding
�av�rr�e�t repa�r �qua1 #o �r s���ri�r in camposi�io�, fhick�n�s�, �t�-. #� exFsting p�v�rr7en# �s
det�al�d it� kl�� P�UI�c LNaeic� I}ep�rt�nent �y�ic�l se�tior�s fos Pav�mer�t �nd Trer�cE� R�pair for
U�ili#y ��ts, �i�ur�s 1 #�rouu� �.
All req�ife� p�vir�g c�ts sl�all t�e �n�de �rr€#h a concr�t� �a+ra i� � krue �nd str�ic�h�t line on both sFdes
o� �he t��nch, a rn��rlm�m o� �w�lv� (��} iflches o�t��d� th� #eenck� �r�lls_ �l�e trench sk�all �e
faack�fil�ed and th� �op ni�e (�) ihc�t�s sl��ll be fif�ed �nrit� �eq�ire�t mat��i�ls �s shov�r� on pavir�g
oa��or ��-��
-- ���� �.J - ����r���. �r�����1��� -
detaiCs, �om�a�t�d �r�d lev�l w�t� #h� finished street surf��e. T}�is {ir�ish�rd �r�de sha�l E�e
mai�talnec! in ��er�iceabl� �o��itior� until t�� p�vir�g h�� k�ee�r r�p��c�d_ �at r�s��Ee��ial t�rivewa�rs
shali be ar��sslbl� at r�€gf�t and over we��end�,
!t has b�en datermined �y th� Tea�sp�rtati�r� �rrd Pubiic V�lorics D��Oartr�ent #F��# th� strl� �f
exi�E�ng k��1,�� p�v�mant be#weer� tE�� e�ci�#ing gutter and the ed�e of the t�en�h �avemer�t r��air
wiEl r��t �tol� u� I� �u�h stri� �{ exFsti�g p�v�m�n# is two (�) fee� �r f�ss In wtd�h,
Ther�f�r�, ar ti�� I���f�ans ir7 the �roj�ct wliare tE�e tren�h +�ali is thr�e (�} f�et t��` fess f��m �he �Jp
of ihe exiskang g�tt�r, #�e �or�tr�,�tor shal� b� required t� re�xrov� �he exislJrtg p�ving t� s���h g�l#�r.
7he �avem�t r��alr shalf tl��t� be mad� �rom � rninitnurn d€stance �f kvrrel�� ��2j incl�e� outsid�
the #re���i� w�fl �earest tkr� ceni�r of �he str��f #o th� gulte� �in�,
The �evern�nt sF�aq b� rep3aced vt+i�hin a m�xttn�r� of �wv� ��� war�i�g days, providing ��E�
plec�rrGen� conctit�ons wlla p�a•r�it r����+En�, I� pa�ing c���i��ons a�e r��t suitak�le far're�avir�g, ir� the
o��r�ion �f tk�� Ov�+nee, ti�e rapavir�g shall be d�ne at tt�� e�arlJe�t po�si��e da#�_
� perrnit m�st b� oC�t�ihed fcarn th� �ep�rkmar�t �f �ngine�ring �ans#�t�ctlon �ervr�es ��c#ior� by
#he �oe�#ra�tor i� �onfofm�n�e tiviti� �rt#inance i�o. 3��9 �r�dl�r Ordin�e�ce h3o. 79� �o malc� ut�li��Y
�u#s i� iEi� stree�, Th� p�partment �f ��glr�e�rJr�g v�r�il insp�c� tt�e p�vir�� rep��� ai#er c�ns#ruction,
71Fafs perrnit re�uirement rr�ay k�� waiv�d i� wor�c Is bel�� d�n� un�ier a P�rf�rn�at�c� Bortci ar�d
Inspected b�r #�� Dep��rn��i of �ngEr��c�rin�,
D-51 TRE��Ffi �AFET� ���3�M �'�R W�Y�� pEPA�tTI�lENT PR�JE�T� �I���'
A, ��hl�RAL: This s�e�ifRca�ia� cav�rs th� trer�ch� s�f�ty requirem�n#s for �II krer�c� ex�a��ations
e�cce��i�n� de�tl� of f�re ��� f��R ��r o��d�� k� �rot�c# wqrk��s fr�m cav�-Ir�s_ The requ��rnents o�
li�is it�m �a��r� �II trencE��s far m2�le�s, ma�thokes, va�i�s, servi�e Ifr�es, �n[I all o�h�r
a�purk��ances. l"he d��ign far th� #r�r��� s�f�t�r s��ll be signed ��rd se��ed l�y � Regisfer�[f
�'r�f�ssionaC Ertg�ne�r itc�n�ed fn r�x�s.
B, �TAf�DAf��}�: Th� I�#��t version af th� I�.�. Depa��#m��f of Lab�r, Occup�kio�r�� ��Fety a�d
H�aEth Admlr�istr�kio� �t�r�d��d�, 2� GF�F� Part 39��, �ub��a�t P- Exc�vatioe�s, ar� F�erei�y
rnad� � part o� fF�is s�e�ification �nd s�ralE b� th� it�inir�itrm goverr�ir�� Tequir�ments f�r trench
s�Fety.
�, �EFINITIDN��
TF2�fJ�HE� - A teenc� i� referred �o as a n�rr�w �xcavai�on n�ad� b�l��v th� su�f��e of
�t�e g�oun�1 in whic� t#�e depi�i is �fe�#�r li��n tho w�tl#h, �+�r�r� #h� widtl� me2�s�rred �,t the
battom is r�ok �re�t�r than fii#e�� {��} feet.
�, �3E�l�Hif�� �Y�7EP�r1 - B�n�i�rr�� m�an� �xcav�tirtg tE�� �ide� of a#�en�h to form ot�e �r a
s����s af hori��r�lal lev�l ar s�eps, usuaafy witf� v�rlic�l or n��r-v�rEic�l su�aces �e#w�e�
le�r�l�,
�, �LQP��1� �Y�TE�lJ - ���ping rr��2�r�s ex�a��ting t� form s€des of � #r�nch �f�2E �fe inclin��l
a�ra� �rorr� t�� exca�'a�i�n,
4. �rilE�[� �Y�T�p1} - �hi�lds use[i �r� #r�nc#�es ar� �e�eralk� r�ferred to �s "'tren�� k�oxes" ar
.�lr�n�h �h���ds". ��rivld mear�s a str�c#�re tF��t �s ab�� to witF�starid tF�e f�rce� in7�osed on
���tia�r ��-��
��l��r � � ������1i. �.�r���r��r�s
a� by � cav�-i� ar�r� protec� worEc�r� wi�hi� #�e s#rt��t�r�_ �hields cari �e �ermarrent
stru��ufes or can be desi���c+ to b� porta�[e a�d mova along �s it�� wa�1� pfog������.
�hiei�s car� b� ai#her pr�-mar�ufa�t��reri �r jo�-bui�� in a�coEdance w�th O�NA s�anc�ards,
�. �k��Rl�l� �Y��"Ei� -�h�rrng m�ens a stru�t�,re suc1� a� a rr�ataf h�+�faulic, n�����n�caC �r
time� sys#�rn #f�a# s�,�port� the s�des �f a t��nch an� v�hich i� d�sEgn�d �o pr�v�nt cave-i�s.
�k�orir�g syst�ms ��� gen�r�ily co�ri�arEse� of ceoss-braces, v�rkica! r�i1s, {EGprights�.
h��Fzon#al raiEs {wa1��) ancllor sk�e�tir�g.
Q, �11�A�UR��E�1T - Tre�cf� �c��t� is �h� vortical mea�sLarement �r�rr� the top af tk�e �xsstin�
�rounti to th� b�#tar� �� the �Ip� ar s��uct�r�s. �I`he q��nktky a� Iranch safety �yskerrrs s��fl ��
bas��i �n #�� linear foot arno�rn� of �r�nch ��p#h gr��#er t�ran f�ve ��} fe�t,
�. PA�lN1EE�T - F'aymen� s�al1 b� fulM corr�pens�Eian far safe#y sys#�m d�sign, Cabor, taols,
mat�rial�, equipm�r�# ar�d in�idental� r�ecess2�ry �or the ii�st�ll�tian ar�d re��ov�� of #rer��h
�afety s�ston�s.
p��� �AN�TAR�` ��UV�f� IVIAIJHO�.E�
A. GEN�F��.; 1`ho k�stallat��n, replac�rner�t, a.ndJ�r r�l��hGl�ia#ion of sanitary sewer mo�n�oles
will be required as shr�wn on th� pla�s, andlar as �e�crit��d in these �pecFai ��ntract
D�cum�nt� ri� aridit�on to thos� ��cat�� kn #�e f�eEd ���d identGfii�d E��+ �€�� Engir�ear_ �II
n�anhol�s sh�la be in ac�ardance wpth s��tio�s E1-'�� N}a#etials fof �afl�#�ry �ew�r hA�r�hai�s,
1�alv� l�aulks, ���_. and E2-�� Va�ilt and N}anhol� �o�tskrucl�on of the ���er�l �on#rac#
Do�urrr��ts ar�d �pe�i#i��lao�s, �i71�ss arn���e� �r super�eded by r�quirerr�e�ts �f tk�is
��ec�al �onc�itGar�.
�, �ON��ET� �OLLA�R�; �onc�eEe ��Il�rs +�i�l be r�quired a�� alC rn2�nY�a1�s specife�d �s
per �igur� � � � ,
�_ INAI'�f�TI�HT h11A�f1-I�L� IEkl��R�'�; W�tert�gk�t gask�te�l manl�o�o inserts sha1E b�
irtst�l��d in �il s���t��y s�waf manlzvies, Ins�t�s sh�ll be co�st��c#ed i� ���.orcEar�ca with
Fort 1IVar�h Vlx�#�r C��}���fm�r�# �#and��d E��O-4 2�r�d sh�al I�� fil�ed ar�d installetl 2����rdir�g
to �h� fnar�ufacEur�r'� recor�ien�n��t��r�s. �tain��ss �te8! m�ni��le ins��l� sktial3 k�e requared
f�r all �i�e diar�e#�r� '�8" ar�d greate�.
3, LIFT HDL��= AN lrft ha��s sh�ll be plu��sd knrith ��are-�a�# cor�crete plu�, Tk�� Ik�t hale
shaC1 be se�1�t� �n #1�e outsicte of tF�� manhale with i��rr�-�1�k �r a�r ap�r�v�d �quaE
�e�l��tik, Th� IiFI hc�Ee s���ll b�� se�f�ti o� tl�e insE�e �# lhe ma�h�le wit� qui�lc se#tir��
��rnenk gro�t�
4, �«tAL R1�1 �l.�1�ATIC?i�t�' C�r1�r�h�ie rirris in par€cu�r�ys, I�wr�s and �lhe� Efnpeoved I�nds
sh�ll be at an e�ev�#io�ti not rr���e t��n o�te (1} ���r a�ss than one-half �11�� �n�h a�ov� the
surt�ou�dii�g gra�intf, �acicfikl s€��RI �rp�+Rde �€���if�Tm �lo�� f�orn th� to� af Rna�rl�ate ���#ir�g
f�r n�# I�ss �I�ar� �ht�� �3} �eet �a�E� dire�si�ri to �xisiing fi�ish �ra�� af tl�e g��ur��. Th�
grad� of a!I surf�c�� shal� be che�ked for pr�p�� slop� and grad� b}� string lir�ir�g tl�e �r�ti�e
ar�a �e�ar�e�i ne�r th� rrk�nhole.
t�ria��hoE�s �n �p�n f�el€�s, uni�npro+�ed rand. �r dr�ar�a�e co�rs�s sl�all �� a# an eEe�a�ion
s�rown on the drawi�gs or r�iE�rim«rn af S inch�� �b��� t�ra�e.
��a� ��-��
f �� 1 � - ����r1�4, ���V�����IV� '
5. i�A�J�-IOL� ��ll�f2�: �GI Ilds si�a11 #��ve p�c� s[vt� ir� �i�� a� �ick hoaes, N�an�a�a frarri��
and �overs �h��l b� �1cKinI�Y, 1'�+}�e N, witt� ir�der�t�� ta� c�e�i��, o� equal, wikh pick s�ots,
�ove�s shall se� f�ush with 1�e flir� of th� frae��e �n� �}�r�1! �t2�v� �n� I��ge� #har� 'iJS Ir�ch g�p
belw�en �he tram� a�� cov�r. B�arfn� surfa��s shafl b� machi�� ��ni�her#_ �,�ckin�
m�r�h�Ee �ids and �earr��s �rElf h� r�str�ctecf to I�c�f�or�s +�Efhin the ��O�yea� �foodp��an and
�►�`��� speci��ali�r de�ignat�d �r� ti�� pf�rrs, �er���nteed Ductile Ir�� IV1�nhofr� L.Ids and
Fr�m�s ar� accepl��l� far us� where lo�l�in� I��� are s���ifsd,
�. �1����Q1N �DN� ��,�lF�[0���: �hafl�u� �ar��ti�f� cor�s#ru�#ion will be us�d vti+h�n
m�nh�Ee �I�pth is fioE�r {4� fe�k or less, A�I sh�lfovsr car�� rna�h�l�� shall b� bu€It in
a�cord���� wit� F�gure 1��_ All sk�a���e�+ �or�� n�anh��l�s s�a�f have ����# iron !id ��d
�eam� w�tE� p3�� sloks_ 1�07'�: MA�1H�l.E� ��� �R�EJRE '��6 WiL� �l�T �E ALl.�1N�D_
7. h11A����.E �i�P�: No manh�Ce steps �r� t� l� i�tsta�l�c� �n �ny sanit2ry �ev�+ee m2�nh�l�.
�, E?C-i�l��(�� �I�F�F�I�� �Q�ITIN�; �xt�f��r �urfac:�s �f all m�nl��le� ���II be coa#�d wtth
iw� rnop c�ats �� �aal tar e�oxy, Ko�p�rs "BE#un�as�ic �up�r �e�vic� �lack" Tn�rn�� "�6-
��0 I��avy 7r�e�nec�l," �r eqE�af to. � minimurn �r� ?� n�il� dry F��rn t�rickr�es�.
9. �11AI�HQLE JC}IEV� ��ALl1�l�: Ala int�ri�r and}or ext�riar j�ints on �oncfe#e m�r�hol�
s��#io�� cor��tr��keti fo� tf�e �it�r �f ��rt 1North �lV�t�r Departrr�eht, ex�lucfing o;�l� #he ]oi�#s
using a t�a�ped t�rpe perfvrmecf {]Yrrr�g� rubber �a�sE[et sh�ll r�q�r�r� Bikurrw�s#ic ��i�t s�al��#s
as �er Figur� Nl,
�[�is ss�I��E sh�ll k�� pre�farrn�d a�d �row�l2�bEe 8it�ma��i� as €�r���fa�tur�d f�y �C�nE-���1.
4�arr�-�l�1c, �-� �ti�l�. or �q���_ The joint s��l�r sC��l� be s��pll��i in �t#h��r �x�euct�d plp�
forrr� or �u�table �r��s-s�cEional are� �r �}at-ta�� ar��t sh�l1 l�� �i�e� as cec�mm�nd�d �y
l�� rx'ranufac#�rer �r�d a�proved by l�ie �n��n��r. �e jai�k seafer ��rall f�e prot��te�l by a
s�ii#�b�e rem�v��it� w��pp�r and sl�all r�ot in �ny w�y c�op�nd �n �xtdat�ort, �vapc�r�#ion, ar
a�y other chem�cal ��ki�r� for ��th�r it� a�ihe�iv� pr�porti�� or coh�sive st�engil�. The Joint
saaler sfr�ll r�rr�oain �o�alE�r f�sxik��e wii��o�� si�rin�ting. h�rden�ng, n� oxldizir�� �e�ardless of
��e I�e�gli� of tir�� Gt i� expas�d #o the el�m��ts, Th� rn�nufactur�r sF�al1 fu�nish ar� �fii'Gda�ii
��#estir�� to the �uccessfu� use of #�e prod��t as � pre�forme�f fiexibl� ��int s��l�nt on
cor��rste pipe �nd m�r�#��I� sectior�s f�r ��er�o� �f ak I�ask fiv� year�_
�, �}(E�iJ71�k�:
'f. CEV�TAL�ATID� �F JOIiVT �EA�.AC��': ���ft grad� �djustment rirt� ar�cf m�nl�ole frar�r�
sk��l� t�� s�a��d u�+��h tF�� ab��e �p��i�ed matarials, A!I suefa��s �a b� �r� ��e�tac� wkth lhe
j�inC s�al�nt s�a�f b� thora�ghEy cle�ned of dirt, s�r�tl, rnu�, or ��he� forei�n rr��t#�r, �
prirne�� sha�l be ���lieci to �II s�rfac�� ��€or #� ir�sE�llir�� ��re �oinf �eaiant in �c�ar�anc� �vi#h
#Fte rec�rr�rrs�n�iafio�s by the rrf�rtuFac[ur�t, 1'i�e prot��#ive weap�a�r sha�l r�m�in on t��
jain� ���[ant urt#�f in�iner���t�ly �rio� t� t�e �Cacem�nt af E17� pipe �n �J�� tr�r�ch, A#te�
r�rr�oval o# the prat�c���� v�rrap�er, tt�� jainl se�lar�f s���t l�� kept c1e�r�. Inst�ll fr�mes ar�d
caver over m�r�#�ole ap�n��� urili� th� k�ot�om of tl�e rlr�gs r�s#in� an 8it�m��#i� join# se��er.
Fr�mes �nd grad� rirtg� shall res� on two ��) rows {ir�side an�l outsEde� �f �il�rrG�sCic �oir��
seai�r,
��r�oror ��-2�
��i1� � " ����i4�� ����1�1�1�#�7
�, ��ALII�� ANDf��: �C1,�U�TIi�� EX��TIN� f�Ah�F��I�E�; Excav�te �re�tanc��l�� �ul� depth
s��v r,ut if it� ��v�mer�t} adj2��er�t t� �h� m�nhalo to expose th� �ntira finanhol� �ro�rr�e ��d a
minirn�m o� fi i�c�res nf th� man�Yole walJ keep�n� �he sides ofi the tr�nch nearly verticaL
Remou� n�anhole fr�me from the €�-�anhale str��t��e and o�ssrve tk�� �or��itian �f t�e
frart7e an� grade rfr�gs, A��+ �fa��e ar �rad� r�r�g tF�a� is nat s�aita�le for �s� a� determine�
b�r the Er�gir�eer shall be rep1�,��ti. �r�t�e rir��s tF�2�� ��� �or��truc�eti of br�c1�, b1�ck
rrta#eri�ls ott��r tY��n �r�-�:�si concrote rings, �r wi�ere r�ecessary �nd ��proved by th�
�ngi�eer, �h�kl be ��pl��ed wlt� a pre-��st ���ft�p s�ck�on_ �re-��st c�r�c���e rin+�s, or a
pr�-ca�t c�ncf�t� f�a#ta� s�c#i�� u�+IM� be t�re only �d��strnen�� $1lowed.
�n bfick rar tak���C man��les, repl�c:� th� upper p��#lo� o� #h�e manhole to ��o�i�t �4 ii�clias
b��ow #h� frame_ IF th� +r��ll� �r c�ne s�cti�r� i��tow #his leveG �re �truct�rall}� unso�nd,
r�otif� khe �ngin�er pTi�r t� �ep�acer���nt af ihe gr�de rin�s �nd rrk�nhol� fra�n�. �xEsti�g
brl�kv���`k, �f �Earn�g�[i by #he �onteactor, s#��I] be r�p�aced at th� �antr��t�r's ex�ense,
1�ire bfiuslz mar��t�i� fr��'ne arad exp�sed m�nh�t� su�face� to E�mova diri a�€� lo�s�
debri�, �oat �xp�sed m�n�oEe surfac�s witF� �r� �pp�ovec� bonding ag�r�# �oll��+ed by an
a�plica�i�r� of a t��ick sef#ir�g F��t�raulMc ��ment to �rov��le a smootl� working surta�e_
lf tl�� insi�lt� diarr�e�e� of tk�� ��tiho�e is too I�rge t� s�f�ly su���rt ��w �d�ust��r�t rings vr
ir�ar�e�, � fl�l ��� sec�ioe� shall b� ir�s��lle�_
Joint surfac�s befweor� �he fram��, atEjustrnar�t rirlgs, artd �on� s��l+on sE�a�l be fr�e of dirt,
�tones, �ebris and voids t� �nsure a w���rti�ht s�aE, Place flexii�l� gaslcat �oir�# fin2�tera�l
���n� �he [r�sa�i� and ou#s�de ed�e of each �aGnt, or us� trowe�a�fe nx��erial �n �i�u af �r�-
forrr��d �ask�f t�rateri�i. Posi��o� #€�� but� ��int af �aci� ler�gth af jaie�� e�at�rial ar� �ppa��t�
sid�s of t�r� m�nE�oke_ hla �t��l shims, w�nc�, ston�s. �r �ny ma��ris� riok spe���ically
accept�d b�r thc� ����i�e�r may t�e us�d #o ol�tak� #ir�al �ur����: el�va#ian �f th� rnaitihole
fram�.
In pav�d �,r�as �r �uture paved sr��s. �as�ir�g� sh�ll be Enst�El�� by u���tg 2� straEgk�t edge
��i less tha� #�n ���j f��t long so th�# th� tap of t�� c��king will co�form to th� sl��� artd
�rr�ish el�va#ion af ttte p��rec� surface. �F�e top �f �i�� cssting s��11 be 1!� k��cF� �elow tE�e
fir�ished eleva#ion. ��lowan�es �or #h� �ompr�ssior� o# #h� �oFn� materi�l sha�� b� rr�ade t�
assure a pra�e� fi��1 �rad� �Ee�+stE�e�,
�. E�P���D GX�`�Rl�f� �l�R�A���: A�1 ex�osed ext�rlo� s��fa�es shall be c��ked wt#l�
tv�ro mp� coats af caai t�r ep�xy. #C�pper "�i#�m�stic ��p�� �ervic� �k�ck' ; Tn��nec "46-
�}�0 H�av�+ �nerroec�lrc� oe ��ua�, �o � rninF�'num �f �4 mt�s �r�r filn� tl�icknes�,
4. TI�� sxt��ior sur�2c� of alE pre-c�st se�ti�n joi�rt� sha11 I��e #horo�i�h�� cle��eti w�#h 2� wir�
br�ish 2�r�d �h�n waEerpr�of�d wilh a���-Gn�h th��:k coa# o� trowel�i�Ee b�turnasti� j�ink
sealaa�� f�orn 6-ir�ckres b�a�w to �mrncl�es a�c�v� t�e �oan#, The caa#�d �oir�# sl��ll tt��n b�
wrap��d witY� � mil plasti� ta prot��t !h� sea1��R frorn [�arnag� d��in� �a�lcfildi��.
�, �1+�EA�URE€���NT A�kD PllYN1Eh��; fihe {�ri� bi� for r��w �x���h��� ie�stalJa�Eor�s �halC [ncl�de
a1k 1al�oc, a�uipment. an� r��#erFa�s n�ce��ary fo� c��struc#i�n af tfi�� ma�hal� F��clud�rtg, bul
not lir�����d tor �oir�t sealie�g, lif� I��le �e�l��g a�t�d ex€erior surfa�e coating. Pa�m�nt s#�a�l �r�t
ir�cEude pavemer�# r�pi�cem�n�, �vk�ich if r�yuir�d, s��ll b� }�ai� aepara��]y,
�3I3Q�i7
S�-�7
r�F\� � " ������� �r�����1�'Y� �_..
The �ric� �id far �e�onstr�c�i�n �f �xisting mar�hol�s �i�all f17��LfC�� al[ I�bor e��ipm�r�t and
mat�rlals nec�ssary for �orrsl��ct€on of new �nar�hale, �n�[ud�ng. bu# r�ot lrrnife�l ka, ex��va�i�n,
bac�-fifl, d�spas�l �f rnaterials, �o�nt se�lie��, ilft hal� seaiing ant! axt�rfor �urFac� ��akJng.
�ayr�er�t sJ�all no# �r�c�ude gaver�en� r��riac�m�r�#, whicl� if reqt�ire�, sl7all �e paid se�arat�l�r.
Ti�e price bid for a��ust�r7g ar�dl�r s��li��g o� �xistrn� r��nhole� �i��ak incl�de all Ka€�or,
�q�i�pmen# a�d mat�ria�s �re����ar� far ad�u���rtg ar�cf��r sealir�� the rr�ar�hole, �r��l�c�ing br�t r�ot
l�mite�l t�, j�rnt se�ting, lift�ol� ��aiing, 2�nd exterror sur�ac� �aa�in�.
F'�yn�e�t for c�ncre�a coltars w�ll t�e n7�de �e� e���. P2��rr�ent �or mant�ol� dnse�ts wiC! t�e
rraad� per ���i�_
�-�3 SA�VI�A�21� ��W�}� ��F21f1���
F�ny rec�n�reclio+�, ��lacatt�rt, re-rpu�es, r�placarn�nt, �t �ew sar�it�ry sewer s�rvice shatl f�e
r�qWired a� shawre o1� t�e p�an�, andlor as desceil����# in tk�es� ��ecial �ontac� Doc��e�tts in
a�oitiori ta t��ase facated in #h� fi�Jd a�r�ci iden�t�r��i b� ta�e �r�gir�eer �s �ctiv� s�w�r taps_ The
��rx+G�e car�n�cf�on� s[��II be c�nslru�te�! by fh� �ontractor utilt��rrt� �t��dafc� f��kory n�an�factured
�e�s. �ity ap�r�ved facl'or}r rnanu�2��ured s�ddle ta�s rnay i�� u��d, b�t onr� �s die�c��tl k�y i�s
Er�gin���, �`I�� de����on �a t�se s�dd�� t�ps �� oppased [� tees sEtall b� m2�de o�� a��s� t�y cas�
laa�k�, 7h� �on#r�ckor shall b� resp���ible �or ���r�#ii�ating �Y�� ��he�l��ie�� of #appin� crew� +�viti�
buildir�g o+n+��rs �rtd �h� �n��r�e�r �n ��der thak �h� w�rk be pa�farme�# Ir� an �xpetii#i�us r�a�rr�T,
}� t��inirr,�rrr c�f �� hau�s a�+ra�c� not�ce shail be g�+��n when ta�s will be ret�uir�ct, �e��rec�
s��+G�e c�rin�ctEons sh�ll be rr��irrt�in�d as specifie�f in sactfon ��-�.��,
�_ ��UV�R �ERVIC� R�C��NE�T�ON; 1NJ�en saw�r s��vi�e reca�n��t�o� is ��[I��I f�r the
�c�nfr��far sh�fJ �arl��alfy �djus� th� existing s�wer s�rv�c� line as reqtF�r�cE fo� r�connect�on
2�r�d ��rn�sh a new tap_ 7he #�tkings ��e�l for v�r#ic�l ad�us#flteni ��1�1! cansls# of a maxi�nurro
b�ntt o� �5 �e�t�ee_ ihe �ap �h�ll be lo�atc�tk so as to I�r�� i�p wlkl7 �he servr�� f�ne �r�d a��id
any hori�ar�#�� adjustrn�nt, �or ope�r cu! �p�lications, a�l s�a�itar�r s�w�r servk�e lines sh�ll f�e
re�lac�d to the pra}��rty or ��semer�t lir��, or as c}ir�cEed by �h,� �ngin���, �ar�itary sewer
se�vices on �ew�rs beir�g rehabilEt�t�d usrnc� �€�� er�lar�arr��nt me�hods ��all b� r�pl��e� to
th� pr��erty ar ��sem�nt line or as di�ect�d by 1�e Er7�iheer. P�o�ecf+�ees iist�d bel�w f�r
��wer �eru�c� Replac��n�nt shall �ie �dher�d ta for tf��� i�tsta�l�t�or� of any eew�r servi�e llne
incfu�Eng the Jn�ide�tt�� four (4} �eet a� s���vi�e [ine �n+hi�� is in�a�de�1 ir� fE�� p�i�e b�t! �or
�ani��try �ewer ���s. P�ymen� fo� ti,u�rJt such as la�[�kfill, satldle�, #e�s, fi#ti�g� i�rc�d�nta� four
��� #�et of s�rvi�� kine a�d �!� ather �ssac�ated ���urt�nances r�qu3r�d ���all b� fr��lu�ie� fr� lf��
�T�ce �rd it�r S�nit�fy ��waf Taps_
B_ �EWGF� ��R1II�E R�;I�1.A��fl�E�1T; �111 bu�l�ir�g sewe� service� er�coUrr#ere� �uring
canstru�;tior� sh�f� b� a�itust�d andlar r�p��c�d by #I�� �an#ractor �s d�r��ted by ��� �r�gi�e�r
as reqti��r�d f�r t�e conr��cti�rr af #Y�� se�rer s�rvice IRn�, If ti�� s�w�� �ervi�� Ifne �s r� such
�onditiar� r�� �djus��7��nt r��c�sslt�tes thv r��l���men� of tF�e �ewer service I�ne. afl woric �i�all
be p�rforrn�d i�y a��c�nsed plum�a�r, Ths I�r��tft of the r�pl2�c�m�ni s#�all b� deterrnle�ed ��
the �ngin�er, �If sew�r s��vic�� �harl be fns�afle� at � r��rr�a��ur�n �f #wo {�} p���en# s�o�� �r as
ap�ro►red b�r the �r�{������r. �ar�n�c#ion to #rf� �xist�n� s�wer s�rvi�� lir�e s�aEl k�� rna�� wat�
�p�ro}�ri�#� adap#er ��tt�r��, Th� f�t�inc� s�alf b� ��retk�ane ar neapr��� ct���lir�g l�_�,T.l�, �-
�2� +�i#h series �0� st�inl�ss steel compf�ssion str�ps,
TI�� �o�tr��tvr s27�iE utilize sched�w�e �0 PV� for alE �a�Etaiy s�wef servic� fe�ro�kes c�r
relocati�ns lac�#ed on priv�te ��aper#y. �u�#her�o�e, the �on�ractor sh�ll utaliz� the servi��s
��ror��r � ��-�$ -
���� � � ������� ����������
�■
i
d
of a llc�nsed plu�'rber fnr all s�rvic� lina �rrark t�n pr�vate �rope�#y_ P�i�mit�s) En�s# b� abtain�d
from #�e �Ciky of F�rE 1�oeEh �}�+�alo�rrtent Dep�rlmenk f�r all service line w�t� on p�kvate
praperky a�d al1 servic� line wv�k �� ptGva�e �rop�rt�r mus� be a��rov�� �y a�tty of �ort VVorth
PI��m1�i�g Jr��pec�vr.
Paymer�# f�r work a�d rrsa#erieE� ��ch a�s b��kfGll, p�pe fiftang�, sur�a�e res��r�k��n vn private
�ro���� {t� rr�atcl� �xis�ing), art�i �11 otY�sr �ss�ciated work f�r servic� ee�la�emen#s ir� sx���s
�f four {4� I�n�at fe�t shalE be �ncl���ed i� t�r� C�ne�� faat ����e �id for sa��iary sew�r s�rv9c� line
re��ac�rnent an private proparky ar p�bGic ri�h# of w�y, Paym��t #ar ��I �n+ar�t and �iat�rial
a�v�lvir�g the ��tap,� sl�sll b� in�C�d�[i in €E�� �ri�e b�d fa� sanitary sewer �ervi�e taps,
D-�4 �OT #J��Q
D��� I�EIVI�V�IL, �AL1fACE, AhiD ABA�1���NJ�1�T �F EXI�TIIJC FACI�IT[��
�,n� rerri�val, sal+ra�i�rg �ntilar a1�er�c�onmen# o# �xisiar�g �acili�ie� w{1k ne���ss�rily be rer�uired as
sho��r� or� #h� {�la�s, aerc�for �ieS�ri#��c[ k� these �p�C+�l �orttr�ct DOC�1�1'I��ts i� a��iitl0n t� those
locat2d in ##�e field a��l yd��titified by l#�r� �rtg�r�ee�_ �I�is work s�ajl be d�ne in accart�ar��e wi�i�
��c#i�n �'�-'l_� �alva�ing o� �lla��rial an� �2-2,7 €�ern�ving Pi{��, of �he ��r��ra! �oi�kr�ct
Do�ufinents �r�d �p�cifi�ai�ons. �r�iess a�rtended or �up�r�ed�d b�r ��t��krer�-rents vf t1�is �p��+a!
��ndikio�,
,�_ �A�V��� OF �XI�TIN� V1ff�7�#� i�+IET��2 ��1� M�T�R 8l3�{; �xisking water rneter and
m�#er b�x s�t�j� f�� reh��v�d �nd r�t�rr�e�1 t� tl�� Vlfater 1]e�arkmar�f wa�eYrous� by t�e
�on#r��tor tn ��co�'da�ce wi�h �ectGo� ��-1.� �alva�ing o� M�t���aE�,
B. �AI.VA�� O� ��CI�71EJ� 1N�'f�R �r1E7�1� A�1D �ORV�1��7� VAU€.T E.ID; Existing vu�t�r
ineter �r�d con�re�e va�ll lid sE�all �e �errGo�ed a�tid returr��d t� #he UV�t�r Departene�rt
wa�e�rou�e b]r #�� �ontr��tor in 2�c�orden�� with �e�tion E�-�,� ��1��gi�g of N��ferials_ The
�oncret� vault shall b� der�i�Ci�he� In pla�� to a p�i�t n�t �ess t��r� �� inches below �'tnal
g��de, T]�e �o��rek� v�u�k shall �he€� i�� i���kfiil�� ar�d cofn�a�k�d in a�ca�d�nce vt+i�h 4�acltfi�l
rn��h�d �s s�acified in ��ct�ort ��-2.9 Ba�kf�ll. B���Cfi1k r��ale�k�l sk�alG be sUi#ab�� exca�va�a�l
mat�tiaE apprv�red �� th� �n�i�ee�. �urface rest�r�ti�n s�alG be �ompa�Eble watY� e�tis#Ir��
�urr�undir�g �urf��� ancl gra�e_
�, �#�LVA�� �� �KI�TI�1� FEi�� HY�]R�1�T�; ��cis#�Rg ��re �y�ir�nls s�rall be r�moved �nd
rettE�n�d to t��e VJater Ds�ertmen# w�r�l�o�s� �y tE�e �or�tr�ckor �n acc�rd��rc� v�rikh �e�tior�
��-1.5 ��Cv�ging of M€�teri�l�, Th� void shalk b� b�ci�fikl�d �,nt� com�a��etl iri �ec�rdance +N�th
}���k�ill mekhod 2�s spe�kfi�d ir� �ecfion E2-�_9 �2��kfi11_ Backfikl m�te�ial s�ra�l b� ��+it�i�le
�xca��te� mal�rial a�p�ro�+�d b� tl�e En�inee�, �+�r�ace restor�tion shall be c�m�atible wiEh
�xi�#ing surroun�lina� sUeface ae�d gr�tie_
D, �A�1�1I,4�E �� E�CI�TI�� ��l�E 11AL11�; Existir�� g�t� �+�lve arrd valve bax and li� �1��11 b�
r�maved ar�d r�#urr�e� to t�e 1N�k�r D�pertrner�� war�house b� tk�e ���#racta� in a�cofdar���
wlt� �ec�i�r� E�-1,5 �alv�gir�g af �lat�rfa�ls, 7he void ar�� caused by th� �a�ve r��nova�
sh�11 b� b�ckfified �nd compacted ir� ac�ordar��e wlkl� b���iill m�#hod as s�ecifi�d i� �ectia�
E�-�,9 B���cfli�_ �acicfiil mat�rtal sYr�ll 1�e s�i�ab1� �xc�v���d rr3�#eri�R �pproved b}r kl��
�n�in�ef, ��rf�c� r�storatian shall �e com����i�Ee with exwsti�rg surFou�c�in� s��fa�e and
�ra��, If t#�� �a�v� is in a�o�r���te va��i, t�e v�ult shall b� dem�lEs�n�� in p1��e ka a pa�nt r��
I�ss �ha� �8" be��w fir�ar gr�d�_
o��rr,� r
����9 � —
PA�T � � �P���AL ��fiV��Tl�l��
E, ,���,f��ONNiEfVT �� E}CI�T�f�� �AT� VA�1fE; �xisti�� ga�e �alve an�i t�o�c iid s�aal t��
ak��nt�on�d �y �i��t �fasi��g t#�e val�� ta th� f�€1}r clas�d �os�ti�t� and ��molisF�ing th� vafve bo�c
in place to � poir�t e�ot less #han 18 'r��c�es I�e3ow fi�al gr�de, �onc�e�e sY�al! #h�n �oe �rs�d as
�ackfll r�at��ia! to match e�cis#ing �ratle,
�. A�A�lDDfV�9Ef�T �� �}C��TI�l� 1lRULT�: 1l�u�ts t� b� dernali�h��i �r� �I�ce sh�ll h�ve top
slab ar�cC lid r�rrtoved and va���t walJs d�m�lasfne� ko � point not less t#�an 18" below �nal gr�de,
�Ct�e �oid a�ea c�us�d �C�af� th�n be �ackfilEed ar�d ��mpacted i� �c�ordan�e w�th b�ckfill
m���od 2�� s�ecifiec� i� �eck�an E2��,� �ackf�ll. �acfcfial m�t�ri�� shall b� st��ta�E� exc�+��t�d
m�terial a�praved i�y tf�e Er�c�ir�eer, �ue�ac� resto�a��on sh�IE b� �ompa#1bJe wi�h #he extsting
surroue�cii�g �rad�,
�, �BAf�DOf�lNa�f�T �� f�9Af�HOL��: hrl�nh�les #� be �h�and�n��! in pla�� s�2�ll #��ve a1C pip�s
�r��ori�g or exiting �C�e structu�� plug�ed with l��n �ar�cr���. N€an�o�� top a�- ca�n� se��ion shal�
€�e rer�rov��! #o t�e top r�� kh� �ull barr�l dlarnet�r s�c��on. or ta paEnt nat l��s���n �� �r�c�t��
�@IOW �I#'I�� �f&�@_ T�1�' ��fLl��Uf6 SIl�II ��1�f3 b� b�ck�Flle�f and conipacE�d i� �ccordar��� �+ith
bacic�l[ meC�rod �s spe�ifi�d In ��cti�r� ��-�.9 �ackfil€, ��c�cfiCa mat��la�l rn�y b� �ither cfeai�
w�shed s�r�d o� �1e�n, surt�t�le ex��v�tetl rnateri�l �ApT�ved by th� �r�gir�e��. ��r�face
�storatron sh2�Cl be ��rr��aatibl� with sur�ou�dir�g servi�e sur��ce. Faym�nt ft�� wark �nvc�l+��d
in bac3ctiEling, P�u9�ing c�f pipe�s� �ncE �II otC��� �pp��E�nan��s r�q�ure�i, sF��f� be irrcl�d�d in t�e
a��r��riate �id ik�rr� - Abandor7 �xi�#ir�g �ew�r f�+lar�hai�,
H. RE�+iOV�L �� �19A�kflL��' A+lanhol�s t� be t�+�rio�+�d sh�l! ha�+� 2�ld pipes �;r�t��an� or exilin�
th� stru�lure d��cor�nec�etf, Th� c�om��ete �riar�r7qle, IncKud�ng ta� a� can� sectlor�, all f�Gi
barrel di�rneter sectio�t. �nd bas� s�ct�on sf7�ll be re�rioved. The exca��#��n s�all tl7�n be
bac�Cfilf�d �nd c�rt�pect�d In �cco�#ance u+it� ��ck��ll rn�t#7ad as specified kn �e�ti�i� ��-�.9
SackfiEl �ackfill rr�at�fial fnay be wath Ty�e ��a��C�ll �r 7�+p� B Bacl�fiti, �s appro��d b}� th�
E�g�r�eer_ Surf�c� restor��ioR7 �#���I be �om�2�tik�le +nritf� st�rr[��rr�ding ��rface,
�U�I-Tfi�� �f�D ��.U��IiV� �7CJ�Ti�l� f�Alhl�: f�t vari��� loca�ior�s �n t��s pr�j�c;#, I# �ntay b�
ro�uired to c�i. pluq, and block exi�#ir�� w��er mairrsJs�ruices or s�nitary s�w�r rn�ihsls�rvic�s
lr� aed�r �o ab�rrcfon �I�es� lin�s. �ukkir�g artcf plu+��ir�g ex�s�ir�g ma�ns �ndlpr ���vices shaEi be
car�sid�r�d as incitl�ntal ar�� all cos#s rncurr�d +r�r��l be can�"rdere� to I�� �n�luded ir� the �ir�ear
f�nt b�d �rE�e of tFre �ipe, �nles� separai� �r�irt�E�lr�g Is req�ire�.
J. R�i�i�V,q�. Q� �}{I�'C�f�� PIP�_ Vtil�ere rerno�r�K �f the �xi�#�ng pipe is re�quired, tt shall be t#te
�onk�`�ctor's respon�ibil�t�r t� praperiy dispos� of alC rem�v��� �3�r�_ A�I ��rr�ove� u�Jvas, fir�
hycirants and metet bo�c�s shall ka� d�liv�r�d t� 1N+�ter De�ar#rn��t Fi�ld �peratRon, �t�ra�e
Y�td ,
K, PA�`Rl+l�N7; Payn7er�t for all w�r�C and �r��#eri2�t in�+o�v�d Gn sa�va�ing, �band�ntng andJor
re�r���rGng �xiski�g fa�iliti�� s�all b� incGud�d ir� th� lin��.r foot i��d �rice of #h� p�pe. �xcept as
#���ows: ��parate p�yrrr��rl will h� e��ad� for removaE af all f�re hydfants. �ate vaEv��, 1�i incl�
�nd f�rger, �nd sa�itary sev�+er rnanhol�s, re�ar�tl�ss �t to�atior�,
P�yme�t w�ll k�� �natl� for salva�ir�g, �bandonir�g �ndlor ear�ovir�g alf o#h�r existir�g Facillkies
w��r� s�id faci�iky is noE beEng r�pla���i in the s�m� #rench (i.�., w��r� r�n�o�+�l �'�quires �
se�arate� �r�r��}��.
o��ra� J S�-3� J
�I"�1� 1 L# - ��C�If'�L �r�IVl.�I 4 l�IV�
D-5� DET��'�AB�� UV�4F�NlhiC� 7AP��
Detec�able ur�d��grourid uErlit�r �r�rnin� ta��s whicri can be loca��d �r�rn kh� s�,�#ace by a�ip�
�C�t�cto� s17�11 b� lnstall�d dire�t�y ab�ve nor�-met�llic wa#�r a�r� sa�itary sewer pk��. Th�
d�t�c�a�Ce #ap� sh�ll k�e "Dei��t �ape" �r�a�u�a�tu��d by �11ler� �y�t��s, Ir��, or a��ro�+��i �q�a�,
and shall cons�st of � rnini��n�� ����kness 0_35 ���ils sali� a��m�r�um foal ��cas�d in a pro�ecfive
i�ert �[����c jacke� t�r�t is impe�v�bus �� ��I k��wr� 2�Il�akis, acids, �#�emi�al r�2�+�ent� �nd �olv�n#s
fOL�C1� ii� th� sbiC, Tht� ��'lIr�1CT'tUr1'k �VBr�lI thi��Cn��S of tl�e t�p� 511a11 t3� �,� Ct11��, ar�d the u+i��h shall
�lot ba les� t��n tV�+a i�c��5 w1tYr a�rrir��m�Jrn L�nit 1�v�3�h� Of 2'f� p�Uf�ds{� ir��t�190�'. �`h� �ap� sh�ll
be co�ar ca��d and imprin��d �ik#� t�e messag� �s foll�ws:
7pp� o� i1ti��ty �alor �pde
V�l�t�r
��wer
�afiety �lue
�a�e#y �re�r�
��ger�a�s
Cau�ior�€ Bufiie� V�f�te� l�kne ��low
��+�t�ar�3 �uried �ew�r Lin� B�l�w
Ir�s�aAa#ion of d��ecta��� #a��s shall E�e p�e rr��nuf�cture�s recom�rrend�tiorrs ar�d sh�ll k>e �s
��ose to th� g�a�e �s i� practi�a! fof �ptim€��-n protect€o� and d�tectai�rli#�. A1��w a minimuni �� 1�
inch�s between the #ap� �r�d �h� pip�_ ��yaxr��t Fo� w�r�c s4�ch as b�ckfill, beddir��, b1o�i��n��
d�tect�k�Ge t��e�, �nd all ather ass��iate�i �ppurke��ri�e� requ�r��l s��ll b� ir���uciet� i� the un�t
�ri�e ��d ��r �k�e appropriat� l��d ik�r�(s�,
D-�7 �I�� �LEANIhl�
Joi�ks ��rall �e w���d ��d tk�c�n �nsp��t�d for p�op�f i�skalk�t�ar� �y t�� inspe�tars, Eac� jo�r�� shall
be s�v��t dai�y ar�ci a�ept clean durl�g ir�s�ak�aki�n, �1 #emporary ni��t plt�g si�all b� insta��ed ar� al�
expo�etl �ip� �nds �ft��ing any ��rlot� �f �or�C sGo�pag�.
D-�8 BARRI�AD��, 1�ARN1#��9, IAhiD FLA�hl9�i�
E�eference Par� �- Gen�r�f ��ttdi#����s, �c�ctian �6-6.8 Barr���de�, 1Nar�ir�gs, and
W2�tchrner�:
A_ 1Nh�re�ver th� word 1ldatc�mer� �}�p��rs ir� this ��ragra�h, it sh�ll b� �h����rl t� #he v�+or�
FEa�gmer�,
�, It� ki�� firs� para�raph, li�es fa�e {�j �rt� six {�}, change the p�ra�e "#�k� ��I s�ch o�her
�r�cautit�nary m��s�rr�s" #a "ta1�� all reasana�le nec2ss�ry n7��aur�s".
D-59 Dj�R��A� �� ��OIL�FILI� M�lTER1�1L
P�ior ta th� disposir�g 4f ar��+ spollJfill �iateri�l, tF�� Cot�krac#or s�rall advise tl�e ��r��k�r ��
��gir���rin� [��p��tm��k, ��ting as ti�� �ity of �or� 1+Varth'� Flood P[air� �4d�GnistTat�r
�",4cfrni�r�stra�or"}, o# th� 1oc��i�n �f e�� sites where #�e �ontr�ct�r int�nds ta dis�aase o# ��ch
rr3�teri�l_ �ot�t��ctar shaGl €�ot disp��e o� such material u��tif t�a pra�o�ed siEes h�ve be�n
d�#�rrix�i��� by ti�e �ti�nirris#��tof to m��� t��� re�uirem�rtts of t�� Flootl Plaln �r��nances o� th�
��Ey �f Fo�t V��rtir (Drdin�nce �o, "E�f75�}. All dis�os�l sites i�-r�as# b� �ppr�ved b� th�
,4dr�Er�isErator #a en�ure t1��t ��Ilir�� is r��t occurrii7g witE�in a#la�t�pl2in w�th��+t � p��rn�t. ,4 floadplair�
perrnit can be i�sued u�ort appr�val of ne�essary Fng�rtie�rir�g stuc�i�s_ No frll pern�it i� r�t�+�i��d if
dis����� sit�s are nat in a flo�dpi�in, Ap�rt�vak of #he ��e�trac�or's dEspo��i s€t�s s1��lk b�
ev�der�c�d by a letter �i�n�d b� #h� Adm�nistr�tor sxa#ing tC��t th� �kt� is �ot ir� a krrown f��od �kalrr
or t�� a�food F�lai� Fill Pe�mit authari��r�� fill uv���in tl�� �lo�d pjain, l�r�y �x{aer�s�s associated with
o�a�r 5�-31
�f'1�� LJ - ����r��L �r���l�l�IY�
obt�ir�ing #l�� filr }�e�mit, �r����,dir�g any r�ec�ssary Engirr��ring stud�$s. ��+a�l �oa at the ��ntr�ct�r's
�xpense, In the ev��� that tha ��ntractor dis�ases �f s�a�llfaC] rn�#�ria! at a site withaut a fi�l p�rmit
ar a f�tter fr�om ti�� ��minisfr��or a�pprovrng tl�� dis�aas�1 si#e, �p�r� no#ifi�ati�n by #��a Dire�tor o�
Fnginee�ir�� De���kment, ��r�krac��r sh�ll rema+r� th� s�oilffill m2t�riaf at it� �x��rtse �nd dispase
of such materkals in a�cor�ance uvi#h t��e �rdinances of the �ity a€�� �F�is seclior�,
�]-�0 M��F€Ah11�� �I�iD 14�AT�R�A��M�fV'� ��EN
Th� �a�akra�tor s�a�l �e r�t�uired to �xecut� a re�eas� �# rn�c�ran�cs �r�d rr��terlaGrri�n's iiens �r��n
r�ce�pt af ��yrn�nt_
D-61 SUBSTI�U71�N�
�`he spec��ca�ior�s far m�.terials set ou# ���e mi�lrri�r� stancfa��! of q��lity v�rh€�� ti�� �Ity b�li��r�s
�e�essary #� pr�rcure a s�#Fs�a�tory p�o����, hlo �ubsti#u�lon� w��C b� p��mitt�d uhtil thc� �on#r�ctor
h�� recei�e+� written permassior� of #he ��gle��er t� m�Ec� a sWbslit�ti�r� for �he rrwak�rt�l wh��� has
�een s�eclF��d_ 1Nhere th� t�rr� "or ���a1", or "��` �p�rav�d equaf" ts �as�tl, �k Is u�7derstoo� tl�ak rf
� rr�a#eri�l, �r�duct, oe �iece of ec��,ip�rt��t beartrr� th� rtarrr� so u��d Js furrrtsh�d, i# w21� be
a�pro►��I�Ee, �s #he p�r#i��l�� trac�� ��rn� was us��i ft�r the purp�s� o� establishii�� � s#�r�darcf af
t�u�li#y acc�ptaf�l� to the ��ty. 3f a pr�duct of any oti�er �air�� is �roposed fof us�, the Englr�eer's
�p�araval ti��r�o� m�st t�� oi�tain�d i�e�ore tl�e �rop�osed �ubs#itute Is pro�ur��l by #he ��ntr�c#ar.
W�rerc� t#�e t�r� "or equ�1", o� "or ap�rov�d e��aal" is r�ot ���d �n #�� sp��ificatioe�s, t�is dc�es n�t
r�ec�ss�rily ex�l�d� a�t�rrratkve i#err�s or maf�r�al �r ec�uipntient w�rch ma�r ac�arnp�Jsh ��e
ar�t�nd�d ���rpaa� F-low�ver, #he ��ntr2�cf�r sh�al� h�v� th� f�ll res�onsibilit�r of prov�ng t��at ilti�
pr��rosec# �uhslit�lton is, ia� fact, �qu2�E, ant� th� �ngin��r, as l�� r�preser��ative �f ti�� �i#y� shal!
k�e ti�e sal� �u�g� oF the ac�e�#�bility �f substitutions, Th� pr��isions of this sub-sect�a� as ral�.ted
to "�ubstit�tior7s" sh�ll be applic�ble to all s�c#ioris of t�ese specificatiorrs_
D-�� P��-�OI��TRfJ��`IDhI TELE1fISl�lt+� I#��P��TI4N q� SAtw11TARY �EW�R
A. ��F�l�RAL� f��io� �o t#�� re�anslr�c��ion, ��� sc�tao�rs af exi�ting sanitary sew�r lkr��s ta b�
�b2�ndaRz�cf, r�rr�oved �exc�pl wh�r� be�n� replaced €� t#�e s�m� ]a�ati�n}, or rehab�l�tat��
(�i�� enf�rg�ment, cur��-irY-���ce �i�e� foCd a�atl forrrt p�p�, s�lpmlir�e, etc_}, sh�Cl be c��ar�etl,
arrd a t�levision Jrrsp�cti�n perfan��ci ko id�r�tlfy ar�y �c#iv� sew�r s�tvice ta�s, oth�r s�wer
la��r2�ls �erd #heir foc�tio��. 1+Vark sl��ll con�€st af f+�rnishing a!� lal�qr, m�#e�aC, a�d equiprnen!
rrec�ssary �or �k�� �le���r�g and ir��p��tion of l�t� �ewer Ilnes k�� mear�s �f clos�d �3rcuil
telev�sion. ��fi�factory pf����ii�ns s�a�l be ���k�r� to �rot��� �he s�wer Irr��s fram damag� th�t
mJgf�i i�� irr�lict�d by+ ##t� Improp�r us� 4f ���ar�ing �qu�pment,
1. M��F� 1���.C��IIY �l�7 (FiYDRO�L�Af�IN�} �Q�lIP�41�fV7: ��e hi�h-u�f�ciky ��w�r line
��e�ning equ���7��n� s��all b� �anstruc�e� for �asy a��i safe ap�r�ti�n, T�e �quipment shaEi
also hav� � selectFar� �f #wa v� mor� k�i�i�,v�lacity n���les. T�re r����a�� shal� be c�pabl�
af pr�d�,cfe�g a sc�u�in� ��#ian fr�m 1� to 4� d�gr�es in ��I siz� lirres des�gna��d #� b�
clsaned_ �qulprrrer�# shall ��s� in�i�d� a high-v�C��ity �un far w�ashing and scouring
imanhol� walls and floor. Th� g�r� sk�all lac� c�p�bl� of produ�it�g �lows fror� a fin� s�ra� to
a sol�d �tr�ar�1. The ��uipment shall carry its a�+r� wal�r kar�k, ��xiG�ry �ngi�es, �um�s,
�nd hydrauf��a�ly dri�en I��s� re�l,
H�d�auEicafly ��a�eiled �q�ipmert# shall be of � movabfe dam type anrt �e ��r�struct�d ir�
suc� a�+ay that a�ortior� �f the �iam m�y b� c�f�a�s�d at any tarn� dur�ng t�� �I�aning
�p�Tat�o� to pro#�ct agains� fioo��r�g of the s�t�rer. T�� t�n�vable d�m sh�.11 b� eq�al in
� d�am�#�e araund #�� �ut�r perip���ry to er�s�r� remou�l �f greas�. l� s�we� cle$�ir�� I��JJs
a�r��r�� 5���2
PI�RT D � �P�����. ���lD1TI�i��
or other equfpr���n� w1�€ch �an�rot �e c�ll�ps�t� i� ���d, �pecial �re�a�tior�s to �r�vent
f�oo�ing �f �ttie s�w��� and p�E�Cic or prkvat� prope�ty shall f�� taEc�n_ Th� �low o� s�wa�e
�r�s�nt In tY�� sewer lt�r�� �t�aii b� ut��ized to �ro�ri�� �e�es�ary �luid #�r h���a�xlic �leanin�
d��+�ces wher�ev�r possi�le.
�, �LEA�II�� Pl���EDI�E���; TJ�� desi��t�f�d s��rref I`�a�i�oles sh��1 be ��ea��d �+sir�g
I�igi��v�lo�i#� j�t ��4ilpment, �'h� equipr��nt shall t�� ca��bl� of rernov€�g tlirt, gr�as�,
rocKs, sand, ar�d oth�r rn�#�ri�ls ar�d ab�tru�tion� fr�r� tt�e s�wer li�es �t�d mar�ha�es, If
�l�aning of an enti�� s�cEi�r� ���r�ok be �����ssfu�ly per�orm�:�i frorr� one ma��r�le, 1C��
B�U1�JJ1"I�II� ���I� �� ��t 1.1�7 OI'1 tIl$ O�FI�.'f CTi�f1�i0E� 2�fYC� CIE�li1f1� $��Efl ��tE1'[1}���C�, Ifi, �ga�n,
s�ccessf�l ck��rtir�g �annot b� pee��rmed or equEpiri��t fai�� to #�av�rs� th� e�#ire rn�r�hol�
s�cti�tt, ii wi�G b� asst�n�ed ih�� a ma��r �E�ckag� exi�#s, �nd tl�e ��eaning �ffort sh�lk be
al��nc�one�f, Wtrer� �ddi�ior��1 �ua�r�ities �f uva#er from fir� ��rdr�nl� ks ���essa�y �o �v�ici
del�� ir� rxorm�l wor�ckn� procetlu���. th� watsr sh2�lk I�e cor�serve�i �nd t�ot usec�
�i�7r��cessa�i4y. fJ� �ire �y�r�n# sl�all be obstru�t�d in case of � f�r� ir� #�r� area ser�+�d by+
#he hy�tr�nt, Be�o�� ussn� �n�+ wa��r fr�r�� tk�e �at� �N�#�� DEskflbulior� �y�t�rn, tl��
�o�ffa�for sk��ll ��ply for a�d rece�v� p�rrrkissi�n from th� W���t De�a�kment �h�
�t�n#r��kor s�ral� i�e r�sp�ns�b1� iar the wa�er rneter �nd reEat�d �h�r��s �or th� s�tu��
fn��udir�� th� water usage f�i11, AIC ex�ea�s�s sheE� b� consi�l�r�d ��c��ental to cfeanar�9-
3. ���R�� R�Ni�11f�� �1�3[] a1�P��AL� �111 si�d��. �irt, sand, roc1�, gr����. ar�d othe� s��it�
ar se�n€soli� rnaterial r�sulkin� fr�m t�e �lean€i�g o��raEaon shaEl b� rernav�� a� tha
dow�st��arn m�r�hol� of #�re se�tion ��ir�g �le�ne�, P�ssin� material fr��r� manh�le
s�ctiar� to r�a�hol� section, which co�Ed c�use ii��e sta{�p�g�s, a��urnulations of sand �n
w�k w�lls, �r da��a�� pum�Gng �qu�pmeni, �h�fl no� be pefrrtitted.
�. All �ol�ds or sernis�lic{ resulting from #�� cle�r�ing op�r�tioi}s shall �� removed fro�n !he sM#�
and dtspas�d �f a# a site designat�d Y�y t�� �ngineer_ All m�ferials �1�a11 be r�rno�r�d fforr�
!h� sit� na le�s often ti�an a� tk�e en�i of e�ck� worlcday and �isp�s�d ofi at no addG�ion�l cost
#� th� �it�.
5. I�NDER N� �IF���IM�TP.f��E �HA�I_ S�Vti1A�� DR ��LI�� f��MOV�D 7'�--l�f��FROi�
B� DL}M��D �iVT� �TR�E�`� C}�2 EiV�D �I�`�H��, ��1���R BA�IN�. �T�F�NI f�R�I�JS
�#� SAfJIYf�F�Y �E�EF� ftillA�JH�I�E�,
6, �E�EVt�l�I� �hl�P��TI�� �QiJIPME�IT: The tetevision ca€n��a us�d for t#�r� ir��pection
shall b� oe�e s�ecEfacally de�ign�d 2��d c��structed #�r s��i� ir�spection. L�ul�ti��c� far tl�e
c�meE� sl�a�l be suit�b�e ta �Ilow a�lear pict�re �� fhe e�r�ire p�rip��ry o� the pipe. �h�
camera �h�E1 be �peralive r� 1�0°l� ��rr�idi�� c��rrl��ior�s. Th�� camera, televl�ion r�onitar.
�r�d oth�E compor�ehts t�f tl�� ����a syskern ��a�l bo �apabae �� pr�ducir�g picl�re qu�lity io
�13� s�tts��cli�n �f �k�e E�gineer; and i� un��tis���t�ry, eq,ui�mertk sh�aN be rerrtov�tl �nd na
paym��k w�ll �� m�de for an unsaiisfactary ir�specti�n_
B_ �XE�U7l��V=
�_ TELEII��IOi�! iN�P��T�'�f�l: Tk�� ��mara shall b� Rr�ove�l ihfou�h kt�e lir�� l� ��the�
directior� at a i�oderate r�#�, st�p�ing tro��n nac��s�ry ta pe�mit �rope� do�urne��2�tio� �f
an� sewe� ��rvice #�ps. IG7 n� case will #h� #�1�vision �a€��era be pulled a�t a sp�esi g��ate�
th�n �� f�et p�r mi�ute, {1+1�r�uaE win�E�es, power u�ri�c���, TV �abl�, a�nd pow�red fewin��
o,�r��ro� S�-33
���� � 4�����/ 1L ��1 1���11 Y L 1�
or o##�er c�evJcc� t#�at do nat obst�'uct t�e came�a vi�w ar dnterfef� wit'h pr���r
docum�n���iorr sha�i be u�erl to rr�ove ti�� ��rnefa xC�rough tF�� se�er �in�,
l+�h�n manu�IGy ��erat�d w�Grcl��s are us��i to pull the #elevis�or� camera t#�ro�agh #F�� �rr��,
t�lephon�s or othef s�,fta�ie m�ans of con�lr�ur����iiae�s �haRl be se# up belwe�t� rhe kwc
manl�ole� af t�e s�ct�an bein� inspe�k�d to ensure g�ad �omm��ica#ia�s i�e�twe�n
m�rr�bers vf tJ�� crew_
Th� irnp�rt�nce of a�curat� ci��#an�� me�sufe�n���s �s ampha�ized, A!i t����isiorr
i+�spe�t�c�� vid�� #�pes s��la h�v� a footage �oun�er. Nl��su�em�nk �or locatian of �ew�r
s�rvice tap� sl�all be �bove grour��f b� m��ns of r��ter �le�ice_ 6.+la�rici�g on tFte cab��, ot
fh� Ilk�, vvhich would r�quir� ir���r�alati�n ��r dep�h af rr�anhot�, wi�l not �� a�lav�+ed.
P,�cufacy o� t�� dist�n�� m�t�r sl�all �e ���cked by �,�� of a�+ral�Cing meter, roli��-tape, ��
ot�er s�i#able devi�e� and #!�� acc�rr�cy shall be satisfactory t� the Er�gin�er.
The �i#�r rr3�lces no �u�ra��te� kh��t 2�11 0� #h� saniEar� s�wers �o I�� err#ered ar� �fear for the
pass�ge �f a cam�r�. ��� met��ads us��l far se��rr�nc� paas2��e �f ti�� c�m�ra ar� t� be a�
th� optian �� #he �or�#r�ctor. Th� c�st of ret���v�r�� th� Tel��+�sttrrt c�r��fia, ur�der all
circ�arr�s#ar��es, wher� it b�cames I�dged durin� fr�sp�ction, sl�a€� b� incident�l to 7ef�vi�i�n
ihsp��tion,
�. �U�UMEi�T��"I�N; T�leu�sian l�7sp�ction Lo��; Prie�i�d I�c�l�o� r�cords shaC� i�� kept by
[i�� ��ntractnr arid will cf�arly s�rotiu t�re �a�aEi�� in tela��on t� ar� ad��c��t rn�r��r��e vf each
��wer s�r�+ic� taps obsefued d�rirt� ins��tion. In ��c�i�ion, o�her poin#s of s�gr�ifica�c�
�ucf� �s I���tior�s �� �an�is�F�C �ar�dGtian�, r��t�, sto�m sew�r cont�ec�3�r�5, #�roke� pip�,
pres���e of sc�le �nd corrosion, a�d at��er d�scernible feat�res wit� b� rac�rdecf, arti[t �
cop�r �f s�ch r�card� wlfl ba �u��lie� to #k�e �1tY-
3, Pf-i�70�RAPH�;
t�l��ision p��ture c
En��€�eer, �s I�ng
operations,
Ins#an# de�eCa�air�g, �5 er�rn, �r other siar�dard-sl�� pf�otogra�hs of ti3e
�# prot�fer�s sP7all be #ak�r� by the �on#�-a�tor u�vn rer���s# �� th�
a� such �h�t�gra�h�n� d�es nok in�erf�r� wlt#� �h� �ontra�tor's
4�. VIL?����P� R��QF��1�l��- The purpose �f t�pe r�c�rdi�� sha�l E�e #o s�pply 2� visuaf
�rtd a��rlio re���€! of pr�iE�le��� a�e�� �� tf�e lin�s thak rn�y be re�la�et}, 1�id�o ta�e reca��in�
play�aa��t s�all b� �t the sarn� sp�er� t#�2�# it w�s re�ordecl, 7�� te[e�is�or� k2�pes sh�fl k��
furhishsd �o ihe �ity �or revi�w imr�ti�di�#ely ��p�r� ��nzpl��a�r� o� the te��vision 'tnspecki�n
2�nt� may I�� retain�d 2� rr�axi�num �F 3� c����d2�r days.
�q����ar�r�nt shall be �rc�vided ta t�� �ity b� t.l�e �ar�tract�r for ��v�ew �f �I�� #�p�s. Tapes
will t�� r�turn�d #t� the �antra�#of up�r� c�mplet€qn �� review by �he �r�gin��r, Tapes sh�l�
n�t b� �tas�d wit��ou� t�e �err�issio� af t�e ��t�ine�r.
k� k�re #apes ar� vf sucn po�r t��ali#y that tl�e �ng�n�er is �nai�l� to e�al��t� #he condit��� ��
th� �ew�r Jin� ar to lo��le ��r�+Fce conn�cti�r��, th� ����ractor sh�ll �e f�quire� to �e-
ke�ev�s� �nd pr�v�de a c�ood t�pe af �h� �ine �t n� additional ��st ta t�r� �iky. iF � g��d t�pe
����ot be �rav�d�d vf such qu�iity tha� c�n be re�r�u��d by th� �ngine��, n[� ��yrn$r�E for
tef�vfsirig this porE�an shalf f�e rnad�. ,�rso, r�o ��yr��en� �h�ll be m�d� for �art�ons af aines
�ot televis�d or po�kiar�s wh�re m�r�hol�s car�nof be n�gatiated w�#I� tF�e t�l�vi�i�h ��mera.
o���ar ����� �
��1�� ❑ - �����I�L ����N�����
�{E TA�E� S��ALL �� Sll��1�TTED TO l`J�C ��C�I�JE�R PRI�R T� �O[��T�U��'I�I�L
��� R�VI�W A�D D��ERNJ��IA�I�h1 �� �A��, l.�pon �om�l�ti�n af review �f tf3e kapes
by �he �a7gir�eer, #}�e ��ntf��#or wlll be n��i��ed �s to wl�ic� sectia�s of k�e sa�rEtaEy sew�r
a�e t� be corr��t�d, Ta�es will b� f�tt�rn�d to ii�e �c�ntr�ctor u�or7 ��fln�Eeiio� ai r�vi�w b�
ti�e Engir�e�r.
,�IE cast� �sso��a��d wii#� this v�ork sl�al! b� in���ier�tal ta ue�i� �r€�es b�tf f�r ite�ns �,��er
Tel�vFs��rt Insp�c�i�n of th� �rnp�sal_
�, Pf�1�ME�IT �� �L��Ih1� f��JD �1��Y��N�T�U�TI�i� TELE11i�1�1� Ih��P��TI�h! ��
�A��lITAf�`f ��V��R�- The c�s� f�r Pr�-�Con�iruction �Eeani�g a�d fel�v�sion �ns�e�tivn ��
s2�r�ikary �ew�rs sl�all be �er li��ar fo�i of s�wee actu�lkp t���rvts�c�, The ��ntracla� sha�l
�r�vide �h� Engine�� wi#I� Ia��s of a�ual�fy k�at ik�c partic�lae pi��e �f s�wer can be re�t�iE�r
eval��k�ri �s #o �xis�ing sew�r con��Eions �nt� f�r �rovidir�� ap�ropriate me�n5 �or revi�w �f
iE�e ta�es E�� the Engine�� irrclu��n� �olCo�ti�r� a�td r�moval, transpo�t�tit�r� �nd disp�sal �f
s�rrd ���d dei��is frc��7� lho se+n+�rs t� � leg�k dum� site.
TeEevi�io� knspection sh�11 irrc�us�e r�ec�ssary cEe�n�n� (h�+�r�t�li� jet �r rr��'�hanic�� ��e��2r) to
provid� vid�a irr�age r�c�ulr�d �ofi lir�e arra�lysis_
Tl�e �rimary ��rp�se �# ���ar�ing Is fof #eE�vis��n �n�p��tior� ��� reh�t��li�2��i�r�: w4�s� a ��rk�t�ri
oi � Gin� �s nat or c�nr�ot be ��le�+issd c�r ref7a�ilita�e�i, kh� cl��nir�g of �hat porkion af li�� sha�l
b� inc�dental and no pay�n�nt shal! be ���e,
TFoe �ity m�lces no guara�#ee th�t af1 of tk�e san�tary s�w�rs ko be �n#t�r�d �rs clear f�r th�
��ssage �f a cam�ra. The meth�ds �sed ��r seeu�r�g �assag� of the �arn��� �rc� to �e a# #��
op#ion af the �t�r�tr�ct�r, anci the ��s#s rr�ust �� In�lud�tl in #ne bic� price i�r TV I��s�ect��r�s.
�`k�e cost of ���fla�rir�� #he N�arne�a, urider a�l circums#��ces, vwf�e�� «�ec�m�s i�ctg�d
��1CIf7� 111�a��CtlOf?, st�al] �e in�rd�n�al to TV Ins��ckion,
Th� item sY�alC ��s� �r�c�ud� all costs o� ins��llin� �r�d rn�ink�ining �ny b�rpass pur�pi�g requi��d
ko p��►�ic�e r�liabl�, fegu��� s�wer �ervice �a tho �r�a r�s�c�er�ts. �IC bypass p�mpi�� sha�l i�e
incide�rlal t� the proj�ct_
Q-83 1fAGkJL�M TESTI�I� {}F �Ah�iTlo►�tl' �EUVE� �fAhlWO�ES
�. ��,[��RAL This �t�rn s�all gav�r� �h� v2�cu�rn t�stin� of �11 n�w1y �or�steucted ��nit�ry sewer
manhales,
B. ����UTIOiV�.
�, TE�T P����DUR�; P�l�nl�ol�� shall �e t�sted w�th �II �on�e�#��ns art �lace. LiFk h�l�s
s��il �� pl��ged, and ali drap-conrrect�otts ar��l gas seali�,� ��r�ne�#ian� s��Cl b� ir�s#aEl�d
pfiior to Eesting,
The sew�r lir�es �n#erii�� the manl�ole shall be plugg�d �nc� b�ace� to pr�ven� the p���s
frorr� t�ein� drav�n i�tt� �h� rr��nh�fe_ Th� �lu�s �k�atl �� inst�lle�l i� #iti� iin�s hey�nd ih�
�4�ap-�o�rr�ec�s��s, gas s�alir�c� car�ne�t�ons, �t�_ The t�s� he�d �hall be ��aced trisfc�e tl�e
frarn� a� the to� �f the m�n�+��� end inflat�d f� ���vr�ian�e wilh th�� rrti�r�ufa�turer's
re��mr�er�d�tioe�s, A v�.cuurn af !en ir��hes of rn��cue�+ (�Q'�Hg} sl��Il be cirawn �r�d the
�+a��urr� p�rnp will �� turr��d �ff, 1Nith th� valv� ����e�l, ta�� lev�l o� �+�cuum shal! be r��d
aa�oro � S C-35
P�I�T � - ����I�L ���1�fTI�N�
af�er th� r�q�ir�d t�st tirn�. Tl�� rec�uired t�s# #im� sh�ll b� d��ermin�d fr�m th� T�bk� I
�efow Ir� �ccordanc� w�tn A�TP+�1 �1 �44-�3:
Tabfe I
14�EiVl[JIEJ14�1 TIME FtE�I?IRED w�F� VA�I.FIJihll DI�Qp
� �� '�" Hg {10°'M� - �"W�_} {����
D��th c�f NJH, ���Ir��� Di�, 60-�n�h Di�,
��T•) �11ant��l� A11a�nJ�ole
�t�'4�'
18'
��'
�2'
��'
��'
�8'
3�'
For ���}�
Ac�di#��r��l 2'
4� s�c.
�� s�c.
�0 ���.
�� s��.
��J sec.
�4 se�.
�� s��,
74 sec_
� sec,
5� se�,
�� se�,
fi� sec,
72 s�c_
78 sec_
8� �e�,
�J1 s��.
�8 s��,
S sec_
2. A�����"�,h���; 7h� m�n�of� sh�ll be cor�s�d�recf accepi��te, if ihe drop ir� lhe level �f
�r��uur� t� less l�art tr�e�fnch of inercury {1 �� y�) �,fker #h� r�r��ired tesf tirn�, An� mar�ho��
�vlii�h f�ifs ta pass #he �nFti�l test �n�st be ����Ir�d wEt� a s�rik�bl� mate��i�l which �onforrrr�
ko #!7� constru�tror� matarl�l af tY�e mar��o��. 7�re rrtae�hrole �hall be ret��#�d as descr��ed
�kao�+� �rrtil it has su��ess��lly p�sserl t�re t�st,
Fa�lavuir�g ��rr�pia#�a� of 2� su�c�ssful t�s�, the m�nnaie shaEl }�� restored to it� r��emal
condilst�n, ali �err���r�ry �I��s shafl E�e r�m�ved, �C] bra�e�, oqui�rr��r�t, �nd d�br�s shail be
r�mov�d arrd dis�osed o� ir� � rrt�r�nei` satisf�cto�y t� #h� ���ine�er,
�, P�Y[l+1EE�T= �'��rr�rer�t for sr��uufn test�n� aF sanitary sewer rr��nhol�s shalf be ��id �t #he
cor�t��c# �ri�e per ��ch v2�cuu€n t�s#. Th�s price s�tall incluc�e �ll rr�ateT�a3, I�b�r, ec���}�rner�t,
��d 2�1 �nciden#���, Ir�cludir�g �!I byp�ss p�rr�p�rig, req�ir�� ko cornp��#� #Y�� t�st as sp�c�fi�d
h�reir�,
D��i� BYPL��� pl!{Va�iN�
Tl�e �o�kr�ctor �i��l� bypass th�� ��wage at��nd th� �e�#Ic�n �r sectior�s oF s�wer €o f��
rc�h�bifitated ae�ct�or repCa���l, The b�pass si�all b� m�d� by plugging �xisiir�g u�s�r�2rn rr��nC�aEe
and ����ping #h� s�wage rr�to a�ow�stream manhol� �r adja��r�t sys�ern ar ather met�od �s �r���
be �ppf�ved by the Er���ri�er, �`he ���m� 2�nd �ypass �ines s}�al� b� o� adeqE�a#� cap��ily and size
to handle the flow wE�hout ��wage back�,p o���Mrri�g ta ���ikit�es ��nne�ted �o i#�e ��w�r.
Prc�visiona sh�all i�� rnade �t d�ivewa�r� ��ti stre�# cro�sir�gs to ��rmit safe veh��ul�r tr�vel wi�h�ut
rntefru�#ir�� flow i� the byp�s� systern, l�nder no circumst�r�c�� wiil #h� �ontra�ta� �� p�r�itted
to d�s�t�ar�� ����rag� into t�r� tr��ct�e�. €�ayrr��n� shall b� in�kd���tal �a reh�bili#�#ior� or
fi�pl��er�errt ofi tf'�� sewe� li��,
aars�� 5��36
���� � - �������. ��r���r���v�
p-�5 PO�T-��[��TRU�T��h� "C��EVI�I�N It�f�PE�TION OF �AN��'AI��' ��V1��R
A. ���i�RA�; �liter ��n�tru�#a�n, A�L se��i�r�s ofi �antta�yr sew�� Ilnes s�all have a t�l�vis�an
in�pection �erfortr�ed, 1JUork s��il consist �f furni��rir�� a�l lab�rr, materia�, an� equlprner�t
neces�ary far Inspec#�o�r a{ �E�e sewe� Gne� by me�ns of ciosed circuit television, �a#I�f�c�ory
pr�c.�u��ans shall I�e #al�er� to p��t��k the ��w�r lines ffom rlam�g� kl�a�E mig�rt b� fr��E�cte� by�
��-,e Irr�pr��� �s� af �Geanin� �a�uip��nt
�i, T��E111�1��! I�ESPE�1'I��J �Q�.IIP�+1��l�� The te�evls��rt c�rr�er� used ��t t�e ��spec#io� shalf
b� one spe�if�cally desEgnet� and cor�strucked for su�h in�pectiai�, LigM#�ng for th� c�n�er�
sh�1! be ape�akive in � b�°lo I���nidity �ortditi�r�s_ The car�efa. tele+�ision mor�itar. ant� other
�om��n�nt� of #!�� vi�eo system shall b� capabl� �f pr���c��� pi�t�re q�a�ity t� tl��
sat€s�a�#ion of #ha ��r�ineer; and if ur�s��isfa�#ory, e�ui�r���k sk�a�! k�� r��ov�� and r�a
�aym�n� will b� mad� for an ur��atisfact�ry �napection, _
�. E�E�l�7'I�hl;
"f , T�LEVl�I�N II��PE�TI�N; T€�� c2�m�ra sl�all be rno��d ��rough tC�e lir�e in �iti�er
�if�ct�an a# a rnoder��e �ate, skoppi�r� wa��n ne�ess��'y ko p�r�til# pro�e� t3oc�r�er�t��ion vf
an}� sewer s��vic� t�ps. �n r�o �as� wiCl #he lelevis€on carnera t�e pu�l�d at a s�eed gr�ater
ih�� �0 f��t �er rt��nute, Pllan�aC wtr�c:h�s. p��+er winches, 1V �able, �nd p�t�,+�r�d r�wi�ds
�r o�i��r d�vEc�s t1�aE cia �ot ot�stru�l #he ��rn�ra view �r �r�t��fi�r� witi� proper
d�cumeht�tion sh�ll �e �s�c� to i�no�e th� ���er� tC�r��gh t�s s�w�r li��e_
111+����r �an�a€ly o��rat�d win�h�s �re �sar� ta p�a1C t�e ���evis�on c�m�ra tl�raugl� #he lir�e,
tel�p�����s pr ��h�r stiit�bie rn��r►� of comrnu�lc�4lo�s shall be s�k up b�#ween tt�� two
manhoE�� �f the ����iar� b�ing ir�sp��tesi to �r��ure go�� corn�n+�t�ic�ti�r�s b��ws�r�
rr�ernbers of I�� crew.
The Enti�ort�n�e o� �.c�t��ate dist�nce m�asuree�e�ts �s empl�as��ed. A!� k�f��IlSi�r'1
ir�����tion vid�o �ape� �E��R� h�v� ���o�age ���nEer. ��as����aneni for Ioca���� of sev+�er
sen+ic� #aps sl�all be a�ove grot�r�d �y means �f m�k�r devic# M�rkir�� on �he �ab��, or
#he li�e, w�Gch wo�1�i r�quirc� ir�t�t��fati�n for de�th of manh�l�, wilC r�o� be �llowed,
P��c�trac� o� f�e d€�ta�ce meker shaEJ �� cl�eck�d by use o� a u�+a�l�in� rn�t�r, f�ll-a-ta�e, o�
o�her ��aRtai�l� �le�vic�, �nd the a�ctaracy shall f�e �atis#a�#ory to the Engip�e��.
7Y�� ��ty �'n�1c�s r�� gua�ante� #h�� �A of tY�e s�r7it�r�+ s�wers to be e�t�re� are cle�fi for #i3�
passa�� of a�arn�ra_ Th� �ri�#hod� used f�r sec�arirr� �assa�� �f tl�� ca�nera are ta be at
�he �pfio�ti of #he �o�#ra�tor. 1`h� cost �r rotri�ving #he ��le�isiorr cam�ra, und�r aii
cir��rrkst�n��s, wl�er� ik foe��mes lod�ed d�rir�g �rtspecti�r�, �l�all be i�cide�t�� t� 7e��v��'ton
�r�sp�ction,
��r�it�ry sewer n-Eaf�s nlusl he faced wilh enough wa#�r ta fi1 aC1 low pi�ks, TY�� #el��risio�z
inspec�ion rr�ust �� done imm�dia#�!y foilow'r�� �he l��ing o� #C�e rr�ain vv�#h no water flow. i#
sewer is active. �Eow mus# P�� r�stricted t� �ro�+kd� � cke�r irr��g� af seu�+er beir�g i�s�e�tetC.
2, �l{��UN1�f�TA71�h,1; 7�lev��i�n Jr�spection Lags; �rint�� lo�ati�n r��a��is s��all be k��k b�
ihe ��ntract�r ��d w�ll clea�i�r s�row the fo�ation ir� r��a#ior� to an ad��ce�r# rna�hof� of �acC�
sew�r s��vi�e tap o�serv�c� �urtng I�s�cction_ �!1 televEs€or� �og� s�rall bo ref�rsncetl tta
� sl�tkorring as shawr� o� #��� plar�s_ A�a�� of t��s� tekevisio� Jogs w�ll be �up�a�ec+ to �h�
��#y,
o�vao�nr 5��3�
�1�1�� � 4 ����r��� ���i�f����� --
�, PH�T��I�AP}��; It��k�n# �leveloping, 35 mrn, or o#her sto�r�dar�-�3ze pi�at����phs af tl��
t�l�vEsior� pictur� a� probC�r�s �he�l be taken by ihe �arr�1'��to� up�n �e����t �f tfi�
Engir��er, �s �ong as such p�otogr�p�,ir�� r�aes �a� i��erfere w�#� tl�e �o�tractor's
�p�r�#ions.
4. IIGDE�TAP� ������}lN�,�: The ��r�ose t�� tape reco�d�ng sh�E� be to s���R�r a vis�raK
ancf a��i� r�cord of pra[���r�� are�� o� the f�n�s �h�# m�y i�e r�pia��d. 11id�a tape recarclir�g
playb�ck shail be at th� s�me sp��d t��k i� w�s �e�or��d, �he t�le�+ision l��es �#�all be
fur�is�r�d #o ti�e �Rty fi�r raview i�rr���iateiy �ip�� c��np���ion of kh� t���v��ia�r rnsp��#i�n
and rr��y b� reCain�� a rr��ximt�rn of �0 ��I�r�dar c�ays_ �quipr�ee�t s�ralE b� pf�vicietJ to #��
�ity b� the �o�k�actor �or r�vEew t�f �he tap�s, T�}��s wtll he r���rr�ed #� �i�e �o�trac:t�r
upor� c�mpl�iiar� o� rev��w k�y the �na�irte2f. Tapes sha�f r�at b� efased �+il�7o�,t tF�e
p�rrnlssa�n �f kh� E���neer,
iF t�� #ap�s are of suct� �o�e �u�lity th�! #he Er��in��r �� ur��b�s 1� e��ivat� the �ortditior� af
the se�nr�r lir�e �r #a focat� s�rvi�e connec#iorr�, the �ontr�c#or �traEi be req�ired t� r�-
�ale�is� �r�d provid� a�o��l tape af tF�e I�r�� at �o add�tia�r�! cos# #o �he �it�r, C� a�aod t2�p�
cannvt be �ravid�d of su�F� ��ality t��t c�n b� review�d f�� #he �r�gi����, n� p�ymer�t far
#�l�vis�ng t�is portian �f�a[I be ntad�, Alsa, e�o payrn�n# s���l [�� mad� for pc�rk�ons af lir��s
not telev€s�d o� pt�rti�n� w��r� rn�r�hales caGinot �� ne�ot�a�ed wi�� #h� te�av�sior� ca�r�er�_
D, F'AYf1r1ENT �F PO�Try���1��RU�TID�! 'C��,��l��l�lV I�1�F��CTIph� �F �A�11�Ai�Y
��1NEf��: �he c�s[ �or post-��ns�r���[ion 1'�levisGor� Ins��c�i�n of s�ni#ary sewers �1�2�f� be ���
linr��� f��t o� sewer taf�visacf, �e �ont��ckor �ha11 provtd� tl�e �ngin�er �r�+itY� t�p�s of a
�#��ii#� ���at the part�c�l�r ���ce �f sew�r ca� �e readEly �valu���d as Eo �ewer ���di�ions a�d
for �r�vid�€�g appr�priat� mean� far rev€�w �f �he tapes b� the �n+�ir�e�t_
fi��evision rnsp�ckion �ha91 In�iud� n�cess�ry cE�an��g {hydr-a�ilic ��t or rt���h�r�ic�C clean�r) to
�rovide vid�o irrkage req�ir�d for fine anal�r�is_ Th� q�anti�y trf �`V inspectican �h�l! 4��
n�e�sured as �he tota� I�r�gl� of r���r pipe ins�all�d All costs assoc��#�d with t�rfs w�rk sh�ll #�e
ir��fud�d ir� the a}apropriate bit� i#err� -�'ost-�ons#rta�tian ��I�vlsron Inspect�on.
The it�n3 shal� �E�o Fn��ude �II cost� �f instalMir�g and �7�tr�tain�ng ��y ��p�ss p+�En�ing re��i���
to }a�ovid� reliahle, t���l�� ��w�r s�rv��e k� #he are� r�sRdents_ A�I� by�ass pumping sh2�li b�
F��i�l�nt�l to tF�� pr����t,
D-�B �AM�L.�S AN� QUA�.1T1� �C��JTROL T�S7'�hE�
A, �he �onlr��tor �hal� furr7�sh, �t i#s own exp��s�, certif�cations b}r ��rivat� �abar�tofy far �li
tt�at�ri�ls p�opos�d lo be usect �n t�e �r�j�c�, ir�c��dR�ig a r�k�c d�si�� for a�� �spY��ltic �n�1or
���fla��d c�men# cor�cr�t� �o be useti, antl g�ad�Pi�n 2�i���psis foi- ��nd �nd crusf�ed stor�� t�
�e us�d aaarrg witf� �F�e n�rn� af 1��� pil fr�rrx ut+�i��r �#�� t��at�riaE w�� ta6cen_ TI�� c�ntractor
sh�il �ravit�� rnanuFact�r�r's ��rti�icatio€�s for a�l m�r�uf�ckured i#�i�s to b� r���d in t�e proj��k
a�d will �ear an� �xpense ���at�d ki��feto,
B. T�sts of ihe d�sk�n con�fete rr7ix �h�fl be ma�e b� #�7e c�r�tr��;#�f's labaratory �t Jea�# nir��
days �rior t� the placir�g of c�r�c�'�ie us�rrg lhe same ag��e�aE�, ��rnettt, �nd mor�ar w1�ic� �re
€o be �as�ci laier ir� t�e can�r���_ T'h� �ontracto� s#��ll p�ovid8 a certrfk��f c�py of t��e t�s�
�esult� #a #h� ��ty,
o��, SC-38
���� � � ������� ����������
�, Q�ra�i#�r c�n#toM testing of in-p��c� rn�te�iaf a� tk�is pr����t ws11 be ����ormed l�y �i�� �aty a! its
ow�r expense, Any ���est��t� ret�uired as a result o� falEure �# #�e mak�ria� to me2l �roje�t
spe����c�kioris +�kll b� �t th� �xpense of the co�tr�,c#�r �nd wiil be b�Jted at c�rrtr�ti�rc�al rates as
det�rm�ned by tk�� �i#y, T�re f�ilur� of #he �t#� #� ma�c� any tes#� af r�at�r�aas s�aEl ir� no w�y
r�liev� #�e contracko� of its res�or�sri�IliE� �o fu�nl�h rr�ater�al� ar�d equi�m�r�t c�n�or�nir�� t� lh�
requ�rement� of ihe con�ract.
D. �tat ies� thar� �4 ho+�rs n�ti�� ��ali t�e prov3c�ed tt� ih� �i#y b� #�� ���+tr�ctor Fof op�rations
ret�uF�ir�g �esting. Th� �oa�Cra���r �halk pr��+i�Ce acc�ss a�d teen�h s�fety �yst�ir� (if requ��edj
for lh� site ta b� test�d, a�� an� wor�C �ffart ie�va�ved Js �e�med tv b� �r��lu��d Ir� Ei�� ur�il pt�c�
for the i�em being test�rd.
�. The �oe�tr2�ctor �h�Gl provid� a copy af #h� tfip ticket �of �acj� loac! �f fill r�aEeri�l d�livere� to
the �ob �i#e, �'h� #icke� shaN s�ecaf� #�� r�arne of #he p�t ���p���ng !h� fil� m�t�riak,
D-67 T�f�PO�I�R�f �F2���Uh#, ��UII�I�NTT AhED WAT�R ���LUXIOE� ��NTRQI�
A, 1��S�RIP�J�{V; T�ri� i�err� �haal consis# af temptrr��}+ soil �rosi�n sediment 2�nd w���� p�3lution
corttr�! m�asures deem�d rte���s2�ry by tii� Engii�eee for the d�r�ti�n of t�e cor�track, Th�s�
��nlro! rr�e2�s�res s��i� al r�o tar�e be used �s ���bslit�te fo� t��e �erm�rt�nE con#rol r�ea��fies
�nl�ss atherwlse [i�r�ct�� C�� th� �ngr�eer ��d td��y s�rall �tiot wn�l��e mea�ur�s t2�k�� b� th�
�Qh1TRA�TOR to contfal ��nditGor�� cre�ted by hi� �or�str���tion c�p�ra�ions_ The k��n�orary
rr7e�sur�s s1��11 incl�de �lil�es, ��rn�, E�er�ns, se�im�n� basir�s, �it�er mats, jute r���ting,
�emp�r�ry ��ec�ing. s�raw rnul�h, �sph��� r��ulch, plasti� kir��rs, r���le li�e�s, ����d�hay retards,
c�i#ce�, sEa�e �rain� �,�� �#h�� t3r�vices.
B, ��i��TF�U�TI��i R�QUIREh1J�f�T�' The ���ir��e� h�s the �utC�ori#� ta de�n� �r�dibEe ��rth
2�nd the �uihori�y #a Cim�t ##�re sur�2�ce are� of �rorlil�Ee-e�rti� r�r�#erE�� �x�os�d by prep�r{��
righ�-of-w�y, ��e��lr�� a�d grubbing, tl�e s�ief�r.;e �re� af e�odible-e2�rth rnaker'tal �x�ased t�y
�xcavatian, barrow �nd #o di��ct th� ���TF�A�T�F� t� pro�id� #ernpora�+ p�i�ution�con#ro1
�ne�sue�s to prevee�t ��nt�mir��#io�t �f adj�cei�t s�rean�s, �th�� wai�r c�urses, I�kes. pt�n�ls or
otk��r ar��� �f w�t�r irnpa��ndrnent, �uch wor�C may invalve the c�ns�fuction of t��npor�ry
berm�. dikes, d�rns, s�diment basin�, �10�� dr�ins �nd use �f tempor�ry rnul���s, m���,
se�r�ir�g, or oth�e �o��tro1 dev�c�s �r r���har�s dir�ct�d I�y t��e E�gineer as e�eces�2��y #v contro!
soi� erasion. T�mpore�+ }�a�lu#ion-conkroE mea�ures s1�a11 be u��d to preve�t ar corre�� �r�s�an
that rn�}� dev�lop ti�,ring ��nstruct�on pri�r to ins�all��Eon �f perrn2�her�t pollutron control
fea#u��s, bu� �r� n�t a�so�i2��er� wi#h p�rmanenf conlro� fe�tur�s oi� tf�e �raject, T�te �r�gir��er
will limit �he �re� o� pr�p�f€�� rig����of-w�y. cle�rin� a��r� g�ub�ing, �xcav�#i4n and b�e�ow t� Y�e
pro�ofki�r�a1 to th� ���iTRA�T�R'� �a���ility and pr�gress in ka�ping the finis�r grad�ng,
mulcF�ir�g, see�kr�g, ��d othe� suc�r �e�`r�2�rr�nt po�lutian-corrtrol me�.s�r�s currer�t in
a�c�r�ar�c� wr�l� th� a��e�ted sche�ul�_ �hould seasar�a� condilions �ake s��h lir�yi�a��ons
�nr�a�istic, terE-�por�ry s�i��erosion-cantrol r�eas�res sl�all b� perform�d as tl�re�t�d t�y t#�e
E�gir���r.
1. 1r1��s#� �r t�is�osa! ar�as and r�ns#ru�kion roads s�r��k be Iocak�d and ��nstru�#�d kn a
�nannei �hai vwlM1 rnir�imi�e �h� �m�unt of sedi��ent e�tteri�s� �tr�ams,
�, V�lh�r� w�rk areas a� materlal so�ec�s are loca�ed an ar ad�ac��,� to I�ve stt'e�rns, su��
a��as st�all b� ���ar�ted ir�rn th� �tre�rn !�y � dGk� �r pfi�rer barrle� ta lceep se�irn�nf fram
enterin� a flowir�g stre��rr, �a�� shall �� t��c�� �urRn� �he construc��on and rernov�l of
su�� ��rr���s to �nini�rti�e th� m�addyie�g of a sfream,
��a� r
��-'��
���� � - ������� �����`r��r�� -
�, l�ll wate��vays shall be �lear�d as s�ar� a� pra�tica�l� of #al�� work, p�li�g, d�b�is or oth�r
obs�ru�ki��� pla��d t�Uring cv�astructior� operati��ts khat a�e not a par# of #�e fi�i��ed wo�k_
4_ The �a�#r�c��at shalf ta�� �ut#ici�n! �re��utac�ns to preu�n� pol��tion �rt �t�'�ar��, lake� ae�d
r�s�ruoirs wifh fue�s: alrs, lai�urn�ns, calc��m ch��ori�l� �r nth�r harr�-�ful mat�ri�ls. H� s�ta�l
con��ct ai�d s�h�d�le his �p�ra���r�s so �� to �void of r�inirr�C�� skJkakior� of stf��r�s, I�kes
and reservo�rs an�1 t� avo�d €r�t�r�ere�rce with m�v�m�rtt of rnigrat�ry fisl�.
�. N��P��UR��1+i��1T AND PAYAAEiVT: A�ll w�rk, n7at�ri�is 2�nd equi�€r�er�t ����ss�ry to pTvvide
tem�orary erasion ct�ntral sha�� be ��r�siderec! subsEdEa�+ t� the cori�ra�t a�d no extra pay will
be giv�� fa� this woek.
D��8 I�+l�F���� ANI] ��RE��l�B3TRU�TION OF A��E�� T� QR�1lES
�Fre �ont�actor sha11 }�rovi�e I�gre�s a�d �gr�ss to Ftrs �tatiot� �l�rr�ber � at a�l tFmes. Drlv�uv��r
�vnstr�����r� �hall be �erformec# in � s#a��s tf7us �lfowir�� f�r� �engines acce�s �Q��f4fll
corresp�r�dl�g h$]� af frr� stati�r� ga�a�e doors, Tl�e �ontractar shall prqv��le i�gress arrd egress
t4 all �ther pro�e�t� beir�� crossed �y It7is �on�tru�tion anc� adla��nt pr�perly w��n ����stru�tror� is
n�t rn progr�ss �r�d a� n�gF�t, Dfi�r�s shail be left acc�sslb�� a# nM�ht, an we�k��ds, �n�1 �i�rir�g
h�ilda�s. 7he �ontra�tor shall c�nd�c# �his activi�i�s ta mi�ir�,i�e o�sl���tian �f �c�ess �o drives
�nd �roper�y durin� th� #�r��re�s of ca��truc#lan, �1lr�t#��r �ratrficaEian s�all �e mad2 t� �� awn�r
�8 #�ou�s p�ioe to hfs dri�+ew�y C�efng rerrrov�d an�f�ar reb�llt_
D-69 PF��7���r�ht OF TREE�, �L��f7� �1E�p �OIL
All pr���rky alonc� and ar��acsnt t� t�re �r���tractors' �xp�r�tions I�c��ding Eawn�, ��rds, shrub�,
tre�s, �t�, , shall b� pros�rv�d or r�stared at��r �ompl�t�vn of tha waric, xo � c�nditi�r� eq�af to or
b��t�T t�r�n �xist�ci priar 40 �t��# of wa�1�,
Ar�� krees ar otC�er ���tds�apa fe�tu�es s�arr�d or d�maged by th� �ontr�ct��'s �p�r�tions shaCJ b�
rest�red or r��l�c�d �l the �or�tracto�'s �xperts�, Trimm��g or �+r�hifY� ta f���fitate the work wiCl be
perrnk#�ec� only by ��cp��ier�ce� u+arEtm�e� i� an ap�rovo�f rr��nn�r (Na tr�mming or pr�nir�g with�ut
t�te }ar�p�rty ow�er�' co��sen#}_ Pr�n�d lirnbs of �" cC�arr��t�r o� 12�r�er sF�all be ll�oroughly trea#ed
as s��n as poss�bl� wil�� a tr�� w�ur�d ckre�sir�g-
D-70 ��T� #���T�RATI�N
7he con�rac�or shalr �e respon�;ble f�r ��skari�g tE�e s�te �o oetglr�aG gr�de �nd condrtiorr a��r
cor�pl��ion �f his ��re�aki�r�s subject t� ��praval af #he En�i��e�r, Ti�e basis far ap�rova� by ti��
Engln��r ut+�11 be gract� res#o�a�Ean ta pl�as min�s �n�-ter�lh {�,fi� of a#oot_
D-7'I C�TY OF F�ORT WORTH �TA�IDARD PRODU�T LI�T
Pr�pose�i pro[��rcts submi#k�d ir� kh� l��d docume�ts rr���# �p�aear in th� �a#est '��ty of F��{ 1N�rth
�t�r��ard P�odu�t Lis�, Fo� #h� bid #o be cansi�#�re[i respo�sEv�, P�t��lu�#s �nd �r��s�es listerJ Ir�
l�� "�i#y of F`ort 1+Vorth �ia�d�t� I���c�u�t E.ist, shall b� �onsi�E�red tv mee� �it�r of Fork 1Nort�
m�r�rrn�n� tec�nr�al rec��air�ments_
b�7� �TA�TE R�IIDLVih1� FI�ND ��R�) #���lUIF�E�JEN��
�his pr€�ject, in ��dikia�r to standard �ity �� Fv�# UVorEh r�y��ir�m��ts, may inv�lve c��tair� �t�t�
r�quGremen�s, Ti��s� re��uir�m�nxs, i# ap�li��ble, a�� pr�uirleci in th� f�ICou�+in� docum�n�s ar�d
�f�oultt t�ofoug�ly be r�vlewed and compl�t�d by i�re co��tra�tor, The�r i�t�Gud�,
nar��� ��-��J
���� a - ����i�� ��rva����rv�
�_ A# #h� �i�n� of �ontract l�oc�m�r�t �xe��t�on
• �DY103��or�f�actors Acl of Asaurance
+ ED-104-��soluts�n
�lUork r�qutred ta �anf�rm #o thes� req��remen#� s1�a11 be cor�sidered s�bsi�iary ar�� r�� ext�a
paymc�n� wil� be rnade,
T#�� �E�F re��ire�er��� a�e i��l�d�d �rti Appendix A,
D-73 ���#�iT�R �OIL 8� ����Ih4�
�fnis itern sk�aEJ t�� p�r�orrnad ir� a�cord�r��e wRth �f�e �ity af �'ort 1rVorth ParC�s and �ommur7i#y
�efvic�� Departfnent �pe�if�atior�� for �k��r�er �ail, and �o��fin�.
1. PL�iVT�.� �{�lL
�E��RlP�'1�1�: Thk� item will c�r��ist �f furr�ish�ng ar�d ��a�it�g a mRnirr�urr, of ei��� �8) in��es
o{ {�iar�#er s�kl, free fa-��n ro�€c ���1 foreign r�aterial, i�t aGl p[ae�#�{ �rea� ta the li�es �nd grades
�s �3#ablrsh�d �y #13� �r�+�in�er_
��f��TF�L��Ti��J N1��i-fOD�: P4ar�t�f soil will be se�ured �ram bor�ow s�urces as re�}uir�d,
2. 5���]li�l�
D���RaPTI��f; ��dding will c��s�sk of futnEsl�ln� ar�d plan�ing B�rm�d� grass in kk�e �reas
betweer� tY�e c�.Erbs ar�d walks, a� tsrrace�, rr� median stri�s, ar� errx�a�rkrnents �ar ��t �aapes, �r
�n �u�lti ar��s as d�stgnated �n th� Drawings anci in a�cordar��e wikh t�� req�ir�rn�nis af this
���cif�cation_
MAT�R�A��: ��d sF�aN consist of IGve ��d g�awin� Befrn�id� grass s�cured fro�� sources
w��re th� soil ks f��tiCa_ �od to be pE�ced ��ring t�e dorrr��n# state ofi tY�es� gr�sse� sha�l b�
alive and ac�ept�bl�, �arr��u�� grass sod �Y�al� h�v� � he�ll��, viriCe �ook syrsE�m of dens�,
#hickfy m�tted �`oots th���ghouk � iwo (�} l�t��t m�r�i�n�rn fhicicr�ess �� native �oil �ttacY�ed ta the
roats_
The sod sh�iG b� fr�e f�ar� obnaxious we��s or �ther grasses a�rd shal! �o# contai�i any rna�k�r
d�l�#eraou� to i#� geov�rt� or wh�ch mi�[�t aE���# its �ubsis�er��� or h�rdin�ss �rh�n tr�nspfant�d,
�c�d to b� place� betwe�r� c�rr� ar�d walk ar�d existing ��o�erli�s s�all �e t1�� same �ype �fass
�s ad�ac�n� �ra�s or �x�s�in� lawr�.
�a�� sl�all �e tai�en at atl tir��es #� retain nattve ���1 on #h� r�oks �f t�7e sod d�ring #he pro��ss
of �xc�v�t�r�g, �a�li�g, ��� �Ean#�ng. �od ir�a#�ri�l �I��II �ie Ece�l rr�ois# �eoir� t�e time il is ciug
unlil �lanted. �hen so d€r�cted by the �r�g�near, tF�e sod exis#�n� a� �he sourc� sha�l be
w�t�r�d #o the �x#e��t r�q�ie�d �rior to �x�avati��. ��d r��#efi�1 shaCl b� plant�d witl�in thr��
days afker it is e�€��vat��i.
���l�TRLI�T10�1 �hETI�QD�: l�it�r th� d�signate� area� have been complet�d #o tl�� �ines.
�fa�es, and cross-se�ti�ns s���wn an #he �r�wi�gs ar�d as prov�deci for ir� otl��r iter��s �f ihe
cbr�tract, �odding vf #h� #ype specifed �hall be perf�rrrr�d I� ac�ordan�e with Eh� �eq�Firerr��nfs
��30I07
5�-41
��-
l
�1��� � ` ����f�� ���������i�
a
0
h�r��r�af#er c€es��b�c3, �odd�n� sk��l� �e ei�h�r "spot" �� "block"; e�th�r B�rmuda, B�rffa�a vr �t,
�ug�stir�� gr�as,
�pot �nd��r�g
�u�r�ws p�r�ll�� to #I�� cur� lin� or si�ew�lk li��s, kw�lv� (i �� Enches or� ca�tefs or #o tl�e
dirn�nsions �hawr� on t€�e C}rawin�s, s�aEl b� ���ned �n �r�as #o be sodded In al�
furraws, sod �p�roxirr��t�l�+ three (�} inc��s sc�u��� shafl be �€aced on ta+r�1�+� �1 �} i��h
�er�#��s �t pro�er �l�pth so t17�� th� �op c�f #he s�d ahall r�ot b� m�r� ti��r� o�e,haEf {�12} i�ch
bea�w the �inish�d grad�. a--fales of equi�+�ler�t d��kh �nd s�a�9�g may b� used �rtst��d of
f��r�ows, l�h� so�l �hala #�e Fiem ar��t�t! ��ch bloc�C a�rd #�r�n #1-i� �n�Gt`e �odded area s��ll be
carefi�lly ralled witn a heavy, �t�nd fal��r d�velopin� fif�ee�r {��� to �v�er�ty-�i�+e ���} �o�n�s
�e� st�uer� inch �orr�press�ora. H�nd t�rrt�ri�� r��y b� re�{urfad on #���aces.
81o��C Socldin�,
�lt I��atior�s on th� Drawir�gs �r where ��r��t�d, sod ��o��s s�all t� care�u�ly pGac�d �n t��
p�e�ar�d areas. �h� so� shall be so pl�c�d tl��# the ei�tire de�igr�a#ec� �r�a sF�all b�
cav���d, �nd �r�y void� 1�ft in lh� I�Iq�k s�d�iir�g shall #�e fifl�d wi�Yt �tfdl�i�n�l sod ar�[�
t�mp�d. The er�#ire sads�ed ar�� sl�al� b� r�tlec� ar�d tarn�O�d Eo fo�rx� a thora�g37ly c�rnpacE
so�id �rr�ss, �urfac�s of bl��k sad, �vhlch, ir� #�� op�r�i�n o� tl�� �nglneer, m�y sil�f� tlu� t�
ih� he�ght or slopo of th� �urfa�e ar r��ture of �€�� �a�l, shaN,, ��or� dire�#�on �fi t�e
En�ler�er, b� p���ed witC� t�voader� �egs d�ive�t througl� ll�e soct I�Co�� �o ##�� �irm earti�,
suffic�enti�+ ct��e l� i��lt4 �h� bl�cEc sad firm�� rn �a��,ce.
Wl��n n���s��ry, t�s sotfd�� ar�a� �i�all t�e �maot��d aFf�r pl�nlirtg h�s �reat� c�mpl�t�d
and s4��ped to �onforrrk to the c�oss-s��lia� p��vfo�sky �arq�+id�d 2�nd existln� a# the lim�
sodd�r�g operations vw�r� b�gun, �1r��r excess �ir� frorr7 planting c��aerat�ans �hall be spr�at!
�rri�armly aver t�te adj�c�e�� areas oe d3s�osed o� as t�ar��ted by the Er��ir�e�r so t#��t tF�e
coir��leted surfac� will �r�ser�t � �igl�l�y app�arance.
The ��dd�� a��as �hafG !�� fh�r��[g�t�� w2�t��sd irnrr-r�dF��ef�+ a�#�r tE�ey �re �Gan#ed �n�
sF��ll b� subseq��nt�}r wa��red �t su�� ti�es en� ie� a�na�ner �n� o�uanlity direcf�d by fE�e
Er��in�er ur�ti] c��r�pl�#ior7 �nt1 ���a� acce��anc� of tY�� �r�j��t [�y �h� �ity �f �art W�rkh,
k�+1�A�4�k��IVI�hJ�: Planter salf ���ur�d fram b�rrow so�rces u�rlil b� m��sured by tl�e CLk1}I�
���d in pia�e or� tMe proj�ct s�ke. Nteasu�ement �+�IC b� rz��t�� �nly bn tops�kJs �e�ured ��om
borrow so�����,
l�cc��tat��e m�te���l for "�adding`� w�ll �� mea��r�d b� th� sc{uare yard, corr�pl�t� in pl�ce.
�q��pm�ni, t��ls, s�rppl��s, and tncid�ntaEs ne�ess�r�r to c�m�leke work,
I�A1�Pk�+l��+lT: AE1 tnrork p�riormed as afde��� ant! rr��asu�e� as provi�ed under "iV��a,surerr�ent��
shall b� ���tl for �t �h� r�nit �ric� k��d fc�r �ach it��r� of wor€�. Its pric� shall be �ull �om�ensaiion
for ex�av�iln� (�xc�p� �s n�ted b�faw�, loadirrg, haulRn�, pla�ing a�rd furr�ish�r�� 2�11 I��or,
,��i haba�, equi�rnent. t�ols and inci�er�#al� ��cessary t� s�p�ly, trans�o�t, sta��cp�l� �nd �k���
�opsoil or sa�v�g� iops�31 �� specifi�d shaG� #�e Irr�l�cied ih "��dding�� #��d I#erns and wil� not be
paid far dtrectl�.
a��a�
5��2
� �
��f�� � " ����i#ri� ����� 1 ����
"Sp�! soddrng�� or ^�lo�k s�ti�#ir�g„ a� #I�� case rr�a� be, wiil �e paid for at �he oorrtr�ct �,�i# �rtce
Frer sq�ar� yard, complete in p�ace. as �rovi�{ed �r� ti�� propos�l an[! �ror�tr�ck, Th� c�r�tr��t
uni� price s#��II be #t�� t�k�l .r.om�en��tio� ��r f�rfli�hing �nd pl��i�� �II sad; #ar all ralling an�
tarnping: for a�l wat�rin�; far dispasal af all ��rplus m�teri�l�; and for al� mater��ls, I�bor,
e�ui�rner�#. ta�Rs and �n�i�er�xais r�eces��ry �o c��n}�E��e EF�� wor�C, �!I �e� accoF�a�ce wit� #l�e
Dra�v3ngs an[# tC�e�e �p��ifi�t�o�s,
TF�� work p�rfarmed anci maEerta�s ��rnish�d and rneasure�l a� pr�vid�d ur�der "Nt�as�,rement"
s1��11 b� pa�d f�r �# !�e unit �ri�� �or "�o�d�r�g„ o� th� ��p� specafied, as tE�e c��e m�� b�,
whi�h pric� shaEi �a�h �e f��l compe�s�ti�n �or �ur�is�ir�g alf mat��ia�s and fo� p�r��rrnin� ��I
op�r�#�iar�s r��ces�a�y to camp�eta th� w�ri� ac��t�d as f�ll�w��
Fer#���z�r r�-f��erfal ar�� ap��ir,a���r� +r�ril rtot b� rrt�as�r�tf �ir ��id for dir�cti�, b�# as c�ns�der�d
subs��Fary #o S�ddr�g,
D•�4 ��N�iI��D SPA�E �I��`�Y PR�G�tAt�l
It s1�a�l b� t�� �es�or�s�bility �f �he c�n�facEor t� Emple�ner�t ��� mainta3n � v�ri�b�e "��r+lFI�,1ED
�P��� ��VTR�` P�D�RAl1�" wk�ic� mu�� r�r�et ��WA req�rirerx��nt� f�r ��I i�s employ��s �r�d
subcor�tr�ctofs a! �li 3imes durk�g cor�s�ructi�e�. All acti�e s�w�r ma�f�al�s, r�gar�lle�� of �#epth.
ar� defin�d b� ��h#A as "'p�rmit require� ��r�fir�etl sp����"_ �ar�tra�kars sh�ll subrnil ar�
accept�b�e '�OI�F��?ED �PA�E �NTFtY F'RO�RAA+1" fof all �ppl�cabie ��nholes and rx�air���ir�
ar� a�ti�� fiJe for �F�ese m2�nl�oles, Ti�� �o�# of c�mp�yir�� wF#� this �rograrr� �hafl be s�bsid��ry #�
�he p�y iterns wnvoEving wor�C arr ��nfin�d spaces,
D-7� �UB�1`�41VTIA� �QlVIPI���ION lN�P��71��J1�IiJ�L IhE�PE�Ti�IV
,
�. �fi�r �o t�re finel ar�spect��n l�ir�g condu�#e� ��r th� �role�k. ti�e contFac�Eor sh�la ��n���t the
ci�y �nspe�t�r ir� w�i#ing wh�n �he �nt�e� proj�ct or ��e�i��ated �orti�n o� �h� ��oj�ct i�
su�s#an#i�lly compf�te_
�, T�t� ins��cEor �lon� with �p�r�pri�i� �ity s#a#f �nd �he �ity's consultar�t sC��l1 m�k� an
ir�spectEon �� the ��bs#antiall�r �o�n�ke�e� �+ori�c ar��{ pr�pare ��� s�b�lk t� #h� cont�a��or a
�isl af items ��ad�r�� #� be r�or��kete� �f corr�c#ed
3, TE�� car�t�`acfvr shafi ��k� Frrtm��i�fe st��s ta ����i�y t�e 1�ste� defi�ier��i�s ar�d n�ti�y th�
�v�r��er �r� wEiti€�g wh�rt �II the i�ems l�a�e i�eer� corr�p��t�d or �otrec�ked_
�_ P2�}rmeni �qr �uk�st2nttal c�mpletio� ins}�ec#io� as w�il �s f�rr�l R�s�ecti�r� sh�ll be
subsidiary t� t�e pro�ecf p�i�e, ��r��ractor �h�ll st�ll �e r��uire� tp �t�dr�ss �!I oth�fi
t�e�icier�cie� whi�h �r� �iiscav�re� a# lt�� tirt�e of fir�aE anspec�ion
5, FRn�aE ins�a�ction �h�,ll be ir� conformanc� with g�e��r�l co�ditiort it�rn "��-5.'i$ �i��l
ir�S�eC#ior�" o� P1�F�T � - �����AL ��N�ITi0i�5.
f.}-76 �X�AVATIOhi NEAR YI��£�
�, TF�� �o��ractor Sl��ll be r�spons�bl� �oe #a�Crr�� fr�easur�s #� r��rr�mi�� d�m�g� #o tre� liml�s,
t�e� tr�r��s, �r�d t�r�� roots a# �ac� wark s�t�_ AI1 s�ch rr�eas�r�s sha11 be �a�s�d�r�� as
ir�ci���tai wor#� i�c�uderf in th� �or�trac� Un�t Pri�e bid fo� �p�Gc�b�� �ip� or s#r�c#�r�
ir�sta�lla�i�r� ex���# �or sl�or# #u�ar�e€ir�g�tr�� au��rir�g,
��aror ��-��
���� � — ����1�� �i�4Y�����J��
�_ Ar�}� an� 2�11 t�ee� ���a���1 within #he e�ui�m�nt oper�#t�g are� �t eaci� work sit� sh�IC, �l
tF�e dEre�#i�r� of th� �ngineer, be prate�#c� by er��ling a"snaw fen��" ai�ng th� drip iine or
edge �� tF�� �re� �oak s�stem bekw�en t��� �n� t�e constr��tior+ ar�a.
�. �ontrac#or sha�l kns�e�t �ac� w���c �i#� rn 2�d+�ance �nd ��r�ng� �� ���� �ny tf�e lie�tbs
�rur��d th�i migY�# b� �am�ged ��/ ���iprx�er�# op�r�#�ons. �h� �.n��r��er �hall �e �otifE�d ak
�e�st �� k�aurs pr��f to ar�y tree tr��rr�ir�g work, I�� tr�mmin� w�rk v��l� k�e p�rmiRteti w�t�ir�
pri�+ate �ropart�+ w�th�uk wri�#er� ��rmiss€on of �k�e �wr�er_
�, Aiothir�� sh�l! b� skor�d �ve� tk�e tre� roa� sy�le� wi#h�� th� drip line �r�a of �ny tr�e_
5 Befo�� ex���+�#ian (off #�te r�a�w�y} v�rithin tfie dr�p 1in� �r�a o� any tr�e, Lh� sarth sh�il be
s�v;rc�t for a m�r�i�um d�pth of 2 feel,
�, A# [iesige��t�d lac2�rions shovun �n #t�e dr�wi�gs, ih� "s�ark I�r����" rx�et�od-us�r�� �I�ss �7
D.I. pip� shall l�e u#i�i�e�_
7_ �xc�}at irt ��ess wh2« cle��ir�g ks alE�w�t�, �14 ��e�s up �t� 8" ir� dEarne�er �ani�g�d dufin�
r.:ans�tt�ct��n shaH t�� �emov�d �r�d r�plac�d with th� �ame #��� ��d dia�eter #r�e �� �h�
��ntrac�o�'s ex�er+se.
$_ ��r�irac�o� shail �m�ioy a qualifi�� iar�dsc�per for a1! ih� wo�#t ���urred f�r tr�e c�te to
er�sure ut�lt��tion af tl�e b�st agricul��ra� pe�ctaces ant� �r��e��re�.
9. ��t�rt tue�ri�kir�g shall �oe�sis� �f paw2� auger�n� or h�nd �x�2���tion_ �'k�e #une�e! #iam�ter
sh�ll r��t �e C�r�er t��n �-1�� tir��s the o�tsGde pip� d��me�ef. 1�oid� ��rnaie�r�� �fit�� pip�
�nstalla#ion shaMl be pressure gro��eti_
D-77 �ON�R�TE �h1CA�ElVI��1T OF ��iNEk� �iP�
�oncre#� �ncaser�e�� o� sew�rs s��.11 be }��id for at ti�� �antr�c� Unit Prr�e p�r lir��a� foat o#
con�r�te en��s�rrkenE �s rn��sur�d �n pfa�e �lor�g khe �er�terlin� �� the pipe �or �ac#� pipe
dsamet�r �ndic�ted. The �or�#�c# �.lnit Pric� st��kl ir�c�ud� aA �osts assoc�ated with in�t�ll�tion �n�
�e�r�f��cer��r�t �i ti�e �oncrte#e er�cas�r�7�r+t,
D-T8 �LAY �A�C
�iay dar�ti ���struct�or� s[���I be �serfoer�ed in accord�nce wi�h �he W�st�water �I�y Da�
�ons#��:k��n, Fi��,�e Gr� fhe Dr�wir��s in khe�� �p�cE���atior��, �t I�c�tions indic�t�d �r� t€�� D�awit��s
�r �s dieecE�� �y t�� �3#y. �I�y d��rts shaH be k�ye[� �n#� �ndis#urb�d soii t� m�k� ar� imper�+io�s
barri�r to ret��ce gr��r�tJw�#�r p�r���a#�an ti�rou�� the �i�eiine tt�r�ch, ��r�stfuc�wo� m�teekal �Y:�II
co�rsis� b� corr�pacted benta�rke �.l�y or 2_�7 concr�t�. P�}+rr�e��t ��r tinr�fic �u�n as �ofming� pl�cing
ar�d �ni�ltiin� sh�l1 b� subsidi��y io t#t� pr�c� b€d for pip� �r�s��11�#ion.
�-�� �x��o��►r���r ��c��a�r�►r�a� ��-�a���
T�� �ar�#��ctor �h�iE be res��r�sabE� for veriiying th� io�ations o� all �xisti�g ufiliti�s pri�r to
c�nst��r�ti�r�, in ��cortian�e r�ritt� i�ern [����-
�,# lac��t�ns idafl�fFl�d{� on th� dta�i��s, ��r�#f��#�� ��all c�
�#�te�, #� loc�te ��d v�rify #t�� location ��d eleval�o� of tMe
rn�y be ar� p�te�t��1 c�nfticl wikh a pr�p�se� f��ilit�r align�ent
�ond��{ed prior t� �c�nstructio�x of the enti€e pr�]ect or�l�
3��ct a� �xplo�a�ory �xcav�#ion (D-
exast�r�� und�r�r�und u�i1��y �+h�r� it
Tfi�e �xploratory excavat�or� sh�ll b�
at I���tioi�s denote� �n fhe plans or
o��f S�-�
���� � " ��4..�i��� �r�IV�l�1�1�1�
as dfrecte� by �l�� �n+�in���, �o�#ract�r s�t�ll s+�brnil a re��r# o� #E�dln�s {ir�cludi�lg surv��+ed
e�eva#�ans o� �xfst�ng c�nfl��kir�g �tilita�sj to the �f�y prior t� th� s#ar# o� constr�ct�ar� of the er�tire
pr���ct_ E� th� cctntra�lor d�t�rmines an ��isti�� utilit�r is ii� conffict �+i�� the pf��aser� ���i�it�, th�e
c�r�tr�cto� �f�ail cantacl #F�e en�i����r �rr�rn�dia#eCy f�r �}�prapriat� desig� mo�iticatrans.
T�e cor�tractor s�all mek� the necessary re��irs �t #k�e �x�loratary exca��#��� �D�Halej t� �iatair�
a�a�� ar7d pro��r driv4n� su�face to �r�s�re tl�� safe#y t�f tf�e genera! publi� �n�i l� meet #�re
��pr�val of �Ire �it� In���ckor. Th� �ontra�tar sh��l �e li��le for any ar�d �IE damages incurred due
to ihe ex}�lorat�ry ex�ava�tt�r� (�-H�la�,
Payr�e�t shall r��t b� m��le �or veeific�#ion �f exF�kir�g uiiliki�s ��r it�rt� Cl-��, �ayrn�nk for
e�tplor�#ory ��c�atra�aon {D-k�olej, at loca�ions i�c�nt�fied on tk�e p�ans or a� direct�d b� �}�e
En�En���-, s1��C3 €ncl�d� �u�l coi��}�e�sa�i��ti �or al1 rr�aterials, �xc�v�tior�, s��f�ce reskorafior�. F�eld
surv��s, a�d a!I incrd��rtals necessary t� cam�C�t� the w�rk, s3�a�l �� ti�� u�it pric� bid, �lo
payrrt�n# sh�1l b� m�de f�r e�c�loratory �x��v�#ion�s} c�nd�ct�rl 2�ft�r �onstrucki�n �tas ���gui�.
D-8� [hf�TALLA►ilC�h! D� V�fAT�R FA�ILI1"I��
8Q.'I Polyvir�yl C�l�ritl� {pV�) �If�tc�r Pip�
P�LY111i�1�� �I�laride �ias#i� 1rVat�r Pipe �r�cf fiktir�g� or� #his Pro�ect sh�IN be ir� accordar��e
wi#i� ti7� m��eri�� standard co��ai��d ir� �he ��nar�l ��r�tr��# �o��ments. Payr�tiertl to� �v�rk�
such �� h��kflE, beddFnc�, �locki�t�, dete��ai�E� t2�p�s and aCl o���r assa�ia#�c� ���urt�nar�#
require�f, s�a�l �e ir����d�� in tl�e €i��ar fo�t �rice bid of #he ap�ropria#� �I� I`�EitilJ{�)-
8�.2 8�oc�Ci�g
�o,��rete k�loc#�i�rg on thi� Projec� wikl nec.�ssarrl�r be required a� ��rovun �e� k1�e PI��� and
sFr�ll be inst�Rie�f rn ac��rcf���e with th� ��n�r�l ��nt�ac� Dac�m�r�fs, All va1►��s sh�ll have
ca��{ete bl�ckin� provide�f �ar s��por�tng, N� sep�ra,te ��ymen# will be rn�d� �ar ar�y o� the
wofk inv�lv�d fo� tF�e �fen� a��d �11 �os#s irtcurred wiN k�e c�nsicl�r�c� to t�e inclu�ed in fh� linear
fo�t b�c� pr�ce �f the pipe �r tl�� bir� pric� of �he vas�+�, �
8�.� Typ� of ��s�t�� �i�e
� .1NA�'� h`�;
Th� c2�sin� pips �or op�n ��t and i�or�d a� tur�n�C�c� s��tion shall be AVW�,� �m��Q
�abri�ale�� �l�ctri��lly 1N�I�ed �te�1 V��#er �I�e, and s�a�l con��rr� to the provisions �f
E�-1�, ��-� �nd �1-� in �11�keri�l ��e��fica#io�s of ��ns�al �on#fa�t €]a��ments ��tf
��e�i�ica�i�r�s for 1N�ter Deparkm�n# Proj��ts_ Ti�e stee� casin� pip� sh�ll #�e ��p�lied as
f�ll�w��
For th� ins�d� 2��1 o�ts�d� �f ��sang �ipe, co�l-���` pro�e�#i�� coat�n� in accorck�r�c� with
th� req�rifem��ts af 5��, �.� ar�d relate� se�tGor�� ir� �11MN1� �-��3,
Tauch�up �ft�r f�l� weld� shall prouide caa�ir�g e�ual to th�s� s�ec�fiad abo�e_
�, Mi�r'rmu�n thi�k�ess F�r casing ��pa used sh�E1 b� 0_37� inc�.
�tainl�s� �tee� �asir�c� �pac�rs �centering skyle} suc#� as �na�ufacit�r�d h� �ascad�
VV�terw�eks f�anuf��#uring �orr�pan�r ar �n �pproved eq�a1 sf�al� be u�ed on al� nor�-
can���te pipes wFren installoci i� c2�sin�, Jn�tal��tlan shall f�� as recoi�rnende� k�y lhe
r�ti2�nufactur�r.
o��t�o r
5��� —
P��T D � �P��IA� ��1��iTl��l�
�_ s�w��:
��r�ng �s��i �r� this praj��t sh�li �� in accord��c� wsth th� makeri�l sta�dar� E1-1� ar�d
��nstruction standard E�-�� as per Fig. � 1� of t�re �er�aral �on#rack D��ument�,
�, PAYME�1�:
Papment fo� �If rrkateria�s, lab�r, �quipm�nt, exca�+atior�, concra�� gr��t, ba�kfiGl, and
kr��i�i�rMt�l wark shall be ir�cEu�l�� in th� un�t pric� bi�i por foot.
8�.� 7�e-[ns
Tt�re �an�Tactor �hal1 �e respansihle for rn�ic�ng tie-�ns to the existirig wate� rn��ns. kt sl�alC
be ti�� �e�po�s{bi���y o� tl�e �orrtr�ctor to verif� k13� exact toc�tior, �r�d �I�vaCkon of #h�
exis�in� Iln� tie�ir��, �nd any c�i�Fer�nc�s in IQ�elkl{}i"a5 �f1C� �I�112�tfQl"i Of �`�kS�ah� �Gf"1� �f$—�115
�e#w��n #1�e c��#�ac� dr�wlrt�s ar�c� wl�aE rna�r �� �ncot�r�t���d ir� tho fi��d shall b�
cor���dered �s in�i�ental f� c�nstr�r.t«n, T#�e �o�l �f maki�g #ie-ins �� existing w�ter ar
���pitary sew�r mai�s s�ralC �� ir���ud�d in tl�� Ilnear fo�k ba� �ri�e of tF�e pipe.
80.� �on�x�cti�n o# Exis�ir�g Mains
i13� �orttrac�or sEiall d�#ermi��e �E�e exa�t lacalaa�, el�vatior�, car����rativrt and an�u[2�ti�n
o� �xEs��r�a� water or sar�ikary s�we+' lir��s pri�� to rr7�nu�a�#�rring of th� c�nnect�r�g pi�ce_
A��y differ��ces in ��c�tlons. �I�v�#I�r�, conf�g�rati�r�, an� ar ang�lakion o� axis#in� lin�s
between Eh� �or�tra�l �#rav�rGr��s and �rrhal m�� be �nc�ur�tere� ie� #h� said work sh�ll b�
consEder�d as ie���der�#a! t� �o�3str��kion. tifV�ere �k is ret�uire� #a �t�ut dows� exi�fing rn�ir�s
ir� �rd�r �a rr�a�Ce pr���s�d c�nn�ct��ns, s��#� dow� t�rn� si�a�l be coa�dinate�l wik�r the
�n��r�e�r, and all efforta s�all b� mac3� to k�ep this d�wn tiirte to � mii�i€n�iititi. In cas� af
sl�utking d�wn �n ex��ting m�ir�. �I�� �or�#��clar sl�a�l r�ot��y #he �u1an����, �onstructior�
�erv�ces, Phon� 87�-7���� �# E���k ��-h�u�s priar �o th� r��uirecf shut dow� t,rr�e. fih�
�ontr�c#o�s a##�ntivn I� d�recte�l to I��ra,graph ��-�.i� �f�7�F���.JP`�'I�hl OF �EF�V��E,
Page ����(5�, �'�RT � - �E�VERA� �Dl�QITk��i� �� TH� WAT�R D�PAl�7�1EEVY
�E�1�F��L �O�1TRA�T DO�U�IJEN�� A�1Q ���IERAL �PE�I�G�A�J��1S_ The
�a�#ractor shall notify the custorrrer bo�lti persanalEy and in writing as #o Ih� �ocation, ti��,
�nd �ch�c��l� �f kl�� ser��c� int�rr�tption,
�'k�� c��� af t�rriovirtg ��� �xis�irtig �or�cre�� blocick�g shalC be iric�ud�d in t�� cost oF
can�e�ka�n. U�I�ss bid �epar�tely all c��t �r���rre� s��ll k�e include�i ir� tf�� l�near i��t pric�
bid f�r tt�e ap��o�rlat� p��e s��e.
80.6 Valve �ut-!n�
i€ m�y be n�cessary to c�#-in ��te �+alves to iso4ate �h� �v�tef m�in from whl�h t�te
�xE�t�s'r�n and��r r�plac�m�nt is �a �� �onr��ct�d_ 1'hls rr�ay �ec}�ir� �losir�g valves in o�hef
IGnes and �ut�i�� consue��er� o�af �fi se�vice f�r th�# ��r���l of ti�e n���ssary !� cu# i�i l�e
nc�w v�E�+�; the work m�ist b� expadi��;tl t� the �trr�ast ar�d all suc�r cut-in� m�s� t�e
c�ordinatec# vui##� ��� ��rg�near in charge v� inspection, All c�n�urr��ts sh�ll h� �ndiuiduali�r
ad�is�d p�ior t� tho shut aut ar�d �dvised of tf7� a�proxir�rat� 1�r�gth af tir�ie tt�ey rnay be
wiihaut serv��e.
Payrn�nt �or wark �uch �s bac�€#�ll, �eddin�, ��tkr��s, blt�cking �+�d �II o�l�er as��cwat�t�
ap��rk�nan#� requir�d. sl��I! b� Jn�l���s� in ih� pric� �f t�� ��pr��riat� bid �rer�-�s.
o��r S�-4�
���i� � � ����1�� �r�lY�i�l���
��.� �3�A1' ��C1+'ICB9
Tl�e re�ocatwon, replacerr��nt, or re�onr��ct'ton af w�tef s�rv�ces V�+i�f be requirr�d as showr�
an t�e �la��s, a�dlor as d�scrkb�� rr� t��s� �pec;�al �on#r�ct Dacume�t� ir� add�ti�r� to
thass located in th� fi�1t� �n�i icl�ntiFied by th� Engrr��er,
A�IE s�r�«�'s s��a1f b� constr��#�d b�r tE�� ��ntra�tor �E#ifi��r�g a��r��e� factory man�factur�d
�ap saddle� (w1��n r���ired} �r�d �or��Cakic�r� sio��, fype �{ copp�r +�va#�r tu�E�irYg, curb s#�ps
u�+ikh �oc}c �+ings, mef�r baxes, and lf r�t�uired ��pi`�v��l i�����fac�ur��
s�rvice �ranch�s. AE! n��#�ria�s used shaik b� as spe�Gfeti rn #�e h+lat�rlal �tar�dards ���-
17 & �i-18} c��tair�ed irr #I�e �ene��k �or�t���E ����rrter�is.
AA wa�er seivic�s #o �e rep�a��� shakl be i�rstalled ak a mi�imWm d�pt� �f �� in�hes I�elo+nr
�nal grad�,
�,11 e�is#�n� 3J�-ir�ch water s�nrice lines wl�i�h ar� t� b� repla�ed s�all �e rep�a���i w��h �-
inc� �`y�e k� cop�er, 1-Ench di�m�#�� iap s�dtil� wher� req��ired, an�# 1-Ench corpor�t�on
f.rom t�e r�7ai� lEn� to t�te rn���� bv�c,
A�I �ervices which ae� t� l�� r��l���cf �� r��acated s�all b� ie�stal€ed with t�e service �rrain
te� ar�d service linc b�in� in li�e wRth #�e �e�v�c� rn�t�r �rr�C�ss ofl3�rw�s� cEir��t�d k�y �h�
Erigi�tie�r,
A mRnimum of 2�# �o�irs advar��� n��ic� sFr2�ll b� giv�e� wF�en s�rvic� ie�terru�ti�ii wilf be
requared �s sp�c���ck ir� �e�#iort C5-5,1 � INTE�RUPTkOiV OF ���VIC�
All w�t�r ���vic� rnaters s��li be rern�v�d, tagge�i. �nd ��El��ted by ��e cvr�tract�r for
p��ku� �by the Water Depart�r�ent for rec�ndit�onkr�g �r fie�l�c�€r��nE. �fter ins�a�1�#ion o€ #�e
w�t�r ssrv�c� ir� the praposed lo��tior� 2�nd re�et�t �f a n�eter �rorr� ��re �roje�t insp���of #J�e
coe�trec#ar shall ins#�lf #h� m�t�r, Th� met�r �ox shall E�� r�se� as n���ssary to b� �I�sh
wt##� ��ci�ilr�� �rountf vr aa ot��ervwlss directeci l�y the Engin��r. A!I �uch uv�ric
ort the ouklet �I�e of t�e service met�r s#��II be �erforrra��i by � I�censed pJ�i��ber-
�_ UIfAT�F� ���11f�� REPLI�I�EME�T�: V11�t�r s��vic� r�pl�cement ar relocatiar� ks
re�uire�i wher� tl�e �xist���� servi�� is lead or i� �oo shaRlaw ta svo�d b�ea�age d�iring str�ei
rec��tisxr�,�t�or�. TJ�� cor�tr�c#ar s#���I �e�lace !he e�cis�ir�g s�rvic� lirre wikt� Ty�e FC cap�er
fr�m #l�� m�an to the rx��ter, curb sfap w�#h loc� wGn�s, and cor�or�tian sto�-
P�yn7�r�t far aA v�+or�c snd r�7�a�erisas suc#� as k��cicfill. �it�ings, typ� iC capper #�bi�g� cufb
stap with l�ck w�r�gs, s�rvi�� li��e a���us�ment, and any reloca#tor� of up t� � 2,in�hes �rorn
�e�tter kine existR�r� n���sr I�catian ko ��nk�r lir�e propa�e� �neter loc�tia�� sV�all be includeci
in #�c �it�e�r �c�o# pr[�e bi# �or �o�per S�rvi�� L�r�� fr�n7 Main l� �iv� {5� �e2k b�hir�[f �ule[er.
�1�y vert�cal �djus#rrent of ��stom�r se�vice lin� withir� fl�e � foat �r�a sl�a�! �� suk�s�drary
to th� ��nric� kr�s�alfa�ian.
��yn�ent far alk �,rafk and materials su�h �� tap s�dt�l� (if r�qu�r��E}, cor�a�a#ior� slops, and
fFtti��s sl��lE b� inc�ut��ti itt the price bid f�e �ervi�e T��s t� Maie�,
�, 1NATk� S�F�1I�C� F���O�f����'IDN; W�#�r s�fv�c� reconn�cti�r� is r�quir�d w��r� the
exis�i�� service ks co�r�er �t��i ai �d�qua�e �e�t�r k� avoid bre�k�ge d�rir�g str��t
�;�a�o r
��-47
PAF�T D �- �PE�I�L ��C�D�TI�1��
r�cof�str��#iori, The corrt�actar sh��ll aci�us� th� e�t�s#ie�g water se€vi�� lirre as �equ�red f�r
r�canr��ef�or� and furn�sh a n�w t�p witf� cor�4rati�n �t��_ Tf7e �or�tractor +n+il� be pait� for
��e {�} ��rvfce Ta� to ��in for ea��r ���+�ce rec�nn��ted plu� f�� s�}r cop��� s�rvic� line
used in excess of fiv� (�j fe�t fram fVlain �o five ��} f��� ���ind t�e h��#er.
�. WA7�R �ER11��� �1��'��# AN� �1�TEC� 80� REL��,�1'l�hlS: 1�Ih�n the Tepla�em�n�
and re�o��ti�n of a w�t�r s�rV��e ��c! rrtet�r �ox is re��ired �nd th� lo��kio� of th� meter
�rrd met�a• b�x is ����d r�7ore than twel�ro �1 �� i��ch�s, a� m��sured f�o�� t�� ce�t�r lir�� ��
kJ�e exF�t�ng meter t� lac�ti�n to th� c�r�ter Im� o� t�e pr��os�d m�ter I�cation, ��parate
payment vti+ill b� �f�owed �or tl�e r�l�c�#i�n �f s��vi�e ri��ter and meteT box. ��nt�fiin� i�
d�fined by a li�re ext�nd�d fr�� t�� service tap tl�r���h t1�e met�r_ �nly relns�a�ior�� rnade
pe�pendicuE�r #o this cen#�rJine will � �aai�E for s�p�r�#�l�, R�Ja��tkons n3ade ��or�g the
cet�t�eiir�e w�ll b� paid of In f��t of copper s�n+ice line.
1+Vhen ��I���#ir�n af service m�t�r �nd mek�r borc is �e�uire�l, pay�i�er�t for �Il u+o�k ��ttl
makerials such �s backfill, fittings, fiue {�} fee� of #��� �C c��p�r �enr��;e �.ntl al� m�#�r±ais,
labar, �nd equipm�nt �rse� by and far t�� lic.en�v�1 p��m#��r sh�€I �e incf�ded in th� pti�e
I�id f�r the s�rv�ce �net�r r�locatiort, P�II otl�er c�st� wiCl i�e €r�cluded in o�h�r app�o�rs��� bid
item�s}.
Th�s Et�m wili �Iso �e u�e� to p�y foa• �II s�rvic� �c#�� arrd r�7eter b�x �el�catior�s �s
requir�d b� #I�� ��girte�r wl�err th� ��rv�ce �'tne is �o# t�eir�� re���ced_ �dtu�tm��rt �f or�G�r
tl�e n�e#�� b�x �n�i c�stor3t�r s�±r�+ic.e line wi#h�n � feet disfan�� behir�d t��� �r��ter w�ll r�p�
jusEi#y se�a��te ���rment �t any #im�. L�ca�ions with rnul��pCe sen+i�e �r�r�ch�s will kae paid
fiar as a€�e servi�� m�t�r and tnet�r �ox r�l�c�#io�.
�. f�i�V1� �ER1lI�E; V1Jh�ri new se�+ices ar� r�quir��i ti�e cort#ra�tor sha11 install tap �add�e
{ti�+h�n re�ti�red}. ��arpara#roe� st�P, �YPs �C copper s�rvic� iin�, c�eb �top with I�ck wings,
��d meter bnx,
Paymenk fa� sll tivor�c and m�te�'��E� s��#� �s C�ackfill, fi#tir��s, #�rp� CS �op�e�' t�rbir��, �nd curb
s�a� with lock �+ings s#t�lE b� include� ir� t�e Lin�ar Foqt pric:e bitl f�r ��rvice Lir�e f�am
fV1ai� t� �19et�f fi�� ��� f�et behind ��e rr��t�r_
Payr��n� �ar a11 wor�C �i7ci rM7�keri�ls su�h as ta� sattdle, corporatior� sko�s, �nd filtir�gs �h�4!
t�e €r�cluded ir� th� pri�� b��i �or ��rvice Taps #o fti+�ains,
P�ym��rt for a�l �.+ork �nd ma��ri�ls such as f��r�ishii�g and s�ttinc� r�ew r�3�ter b�x �i�ail i�e
�nc€ud�cl in tn� p�Rce bid ior fur��sh an� set me#�r box,
�. fVI�L.TfPl�� �ERVI�� BRAh1�H��: Wh�n m�lx��le s�rvl�� I�r�r��hes �re rec�uiretf �he
coi�iract�r �Yr�l� iurr�is� approv�d �actary rn�r��f������d k�rancF�es.
Payrnent for multiple ss�vi�e branc��s will ir��lu�k� furr�ishing ancf instalE�ng t�e rfl�tlkiple s�rvic�
l�r�n�h a�rly �n� a!I othe�` �os# will be i�r�luded in ot�tee appr�pria�e t�Gd �t�rrY{s},
�3. AlJULTfP�E �TREE'� ��i�1f��� Lki�l�� T� �I��LE ��F21���� �+i�T�l�; Any m�ltr�Ce
s�rvic� t�n�s �rrith taps s�rviein� ��ir��1� ��rvi�e r��t�r er�caunt�r�d ��rin� corrskr�c�i�n
�h��l b� r�p�a��.+d wiih or�e s��vi�e line #F�af Is ap�Ei�ab1� for th� si�e af the e�r�sli�rg �ervice
m���� and ap�raved by Eh� �ngin�er,
P�yr��nE �f�ak] be mad� a� #E�� �r�it E�ir� �ri�e i� t37e a�p���rEaEe bi� lk�m{��.
��aw�r ��-48
���� D � �p��I�L ���lDlTl�i��
8U.8 �.rn��t Ter��orary senric� L,ir�e
T�e ��-inch terr��a�afy �ervi�e ma'rn ar�d �14-anch servi�� iin�s st�a�l b� ins�all�ti �o �ra�ri��
k�mp�r�ry wat�� s�rvi�� to alE builrl�ngs tha� will nec�ssaril� � required �o h�ve sev�t�d
wat�r s�fvi�e ��r{�g said wark_ 7h� cor��r��toe �I��fl be �espor�s€b!� for coar�Jir��#itt� the
s��et�u1� �rF tl�e t�mpo�ary servlce cor�n��ti�r�� and p��rr�aner�� se�vfce r���nn�c�i�ns with
EF�� ��ifdir�g �wn�rs and th� ����r��ar Fn ord�t that t�� war6c I�e p�rfqrrn�d in 2�r�
ex�e�iti�us rr��rr��r_ �ever�d w2�E�� serv�ce musf be r�conr�ecte�l �ri#h�n � l���rs of
dis�on#ie�u��tce c�f s�rvice.
�1 �-�n�h �app�ng s�d�l� an[� 2-inch corpor�tic�n �top �r �-�r�c� �a�#� valv� with an
2�pp��pr�ate fi{e h�+dr�nt �d��t�r fitki�g sh�ll be re��ir�d at �t�� t�m�or�r�r s�rvice po€rak o�
�onn��#�o� to �l�e �€�y w��er �up�i}r, The �-ir�ch terr��a�ary s�rvir,e m�an �n� �l4�ir�ch
se�vic.� fin�� s�r2rll be i�s�afl�d in ��car�i�n�e �� the �ttached fGgures �, ��nd �_ 2,�
t�m{�orary servic� iir�e sh�ll b� �I�ar��d �nd s#�riCi��d by using ��karir�e g�s �r �hlo�irr�ted
lime {3-iT�-I) pri�t to ir��t�][atior�,
A two��nch met�r wifl be �umis�e� b� �h� 11�a#er �epartrn�n# Arl�ter �C��p ar�d ir�stall�d I�y
#he �or����ctot �� i�� poir�� of cann�c�ia� [o t[�e �kt�r w�t�r supply far r�c�rd �Ceepaa�g
�urposes ar�l�+, Tl�� out-af-serv�ce met��s �hal� �e r�m�ved, �agg�� an� co��ec��d F�y t#��
�ontract�r f�r [i��ivery fo the W�te� �ep�r#mer�t �+i�te� �ho� F�r re�onditianing or
repla��mer�#. Up�n restarin� perrr��nent s�n+ic�, t�� ��n#r�ct�r sh�ll r�-install !h� �e#ers
at �he �arre�t locatian The rt��k�r bo�t �halk be re��# �s r�e�e�sa�+ to �� flu�� with t��e
�xa���ng graund ar as �t�r�rwa�e di�ec��� by the Errg�e�eer,
The �e�np�r�fy servi�� layaul shaN I��ve a�i�im�m ava�i�ble f��w rate af ��PPh a� �
c�ynamic press�re ot 35 PSI per ��rv��e #ap, �'�is �rit�eF� shall be usec# b�+ tFr� �ontractor to
de��rrr+�n� th� ler�gt� �f #�mpor�ry �ervice alEow�d, r�ur�la�r of �erv��� l�p� �rt� r���rrk�er c�f
f��d p�i�rts.
Whan the t�mp�r��y service is req�ited for more thar� on� I�caEion #h� �-ir�ch ��rr��v��ry
s��+ic� pi�es, ��4-inch se�vi�e lin�s a�d tl�� �-�n�h �et�r sl�ali bo ��oved #� [he r�ext
����e�si+r� project toc2�#�or�,
Payrner�t for work s�cf� a� f�t2ir�gs, '���-f�ch �ervic� lines, as�haft, barric�d�s� ��I s��vice
c�ne�ections, r�m�v�l o� ��mpo�ary �ervices and afl otFr�r ��so�i�ted a��ur��r��nts
r��uire�, shall be includ�� i� th� 2�p�rop�i�ta bi� rtem.
80.� �4djus# 11��nt�o�es, ar�d 11�uEts {fltility �ut�
��r�lr�c�or will b� r��p�ns�ble �or a�r1��,st�r�� water v��ve b�x�s, manh�les a�rd vaults to
matc� ��w pav�r�e�t grade_ T�e �n�k p�ir�e #€d vvil� #�� ��II p�yment �or rn�feriaEs �ncfuding
alf ���r, equr�m�n�. tools ��rd �ncitler�t�ls r�ecessary t� corr�pC�#� �h� w�rk.
8�.1� Adje�st INa#er Ilalve Boxes
�ont�act�r w�kl be re�p���rba� Far �tijustir�g w�t�r vaive t�ox�s to n�atch r,ew p�verr�eni
grade_ Th� w��er v�l��s tk��mserv�s w�ll b� a�just�d, if n��essary, �y �ity �� Fart V�.+o�l�
1Nate� ��parlrne�� ����e5.
Prior to tne beginn�€�� af �.+or�, t#�e �ontr��xor shall ��ke �n irive�t�ry of t�e ��r�di#ion of
exis#�r�g w�t�t v�lv� #�oxes. TF�e �an�tru�#i�� Er�gin��t wi�a f��ld v��ify #�is ir�u�ntory a��t
�arc� � ��-�9
�
�f`"1� 1 � ` �7���i�L. �r�JIV������V�7
provide the ���rtFa���r r�plac�r�e€�ts fa� br�k�� �ra��rc� bo�es, 7`he contrac#�r sh�all �e�i�ce
ti�e �+a�v� hox�s u�F�ich are dar�a��d du�Fng constr�ction at r�o cost to th� �ity.
7t�e �,ni� �ric� �i� p�t each wiGl b� ful� c�r�pensati�n far �II �ab�r, rrra#erra�s, �q�ipment,
koaE�, a�d in�id��tals nec�ssa�+ ta complete th� wark,
80.'I'I P�rgina� and �t�ril��ation �f Wat�r l.En�s
��for� b��n� piac�d into seevice a�l n�v�+ly c�r�stFuck�d w�tefi Cines ����I b� pur��� �n�
���rili��d in �ccortEan�e wikh E�-�4 �� �he ���er�l �or�tra�# Doc�+�en#s �nd Speckficat�ons
ex��pt a� mo�ifi��l harei�, Th� ���tt�c��r wEll f�rni�}� �!I wat�r for IAII�IA� cle�r�kn� artd
st�riliz�t�art o� wat�r Ifne�. �II rt�k��eri�ls for cor�str�ctrot� of ti�� p�oje�t, i�clud�r�g
a�propriateiy si��i "��pe cl�a�3ing p€gs", chforine g�s or c�torir��ted �r�ne �H�`H} �h�ll �e
fuenish�d �yr t�e �or���a�#or, ��lorina#�d lime {H�`H} �hal! b�e us�d in ��ffE�i�nt �ua�t�ti�s
to �rovi�i� a chlorin� resi��al a4 ��t� (50} P�M_ Th� residual o� fre� �hJo�in� �hall be
m�a�ur�d aft�� �� �7o�Fr� �r�tJ �h��l not �e less t#��n "kC� }�arfs p�r miilion of f�ee chJorir�e,
�hl�r�n2��ed ��#�� sha11 be dispo��d of i� t�e s�r�itary ��we� s�sE�m �i�ou�d � sa�rE#ar,+
sewer r�t�# b�e �vai���Ee, ch��rtn��e� w�#�r �#�aEl b� '�I�-chlarin�t�d" prE�r to dispas�l. f�te
I�n� m��r r�at be pl�c�d ir� se�vi�e ur�#�� #�w� s��c�ssive s�ts �f sarnp�es, talc�n ��k hours
ap�r#, h��e met t#�e esta�li�i�ed stan�ar�s af p�rity,
P�r�ir�g ar�d steri�i���ion of t�� w�ter li��s �h�ll be �or�si�ered �s inci��r�ta] t� ihe proj�c�
�r��i �E! �os#s in��rred w��l be consid�re� to b� ir�clu�{ed in ihe h��ar f�o� l�id �rrc,� �� ti��
pipe.
��.1� �Vork hl�ar �ressure R���� Bound�ries
�ont�actat shal� ta�C$ nat� i��t �he w2�t�r ain� tc� �e re}�tac��i t���er #l��s ��n#ra�# €r�ay �f�ss
�r m�}+ �e i� d��� ��ox�mity ta a� existir�g pressur� �Ran� bour+tlary, ���� sh�l� b� taker�
t� �r�sure a�l "pr�ssr��a �lane" �aiv�s insialled ar� M�s#alled cl�sed ��d r�o c�oss
cor�rae�tior�s a�e r��c�� betw��n press�are p�ar��s
8Q.'I 3 hlot l�sed
80.14 �}ucEi[� Ir�n a��! �ra�r Ero� �itti���
R���r�nc� �art �� �o�struc#�on Specifiicat�ons, �e�tion ��Y7 I�r��al�irig �as� Iron Pip��
fittir�gs. �ncf �p�cEaEs. �ub s��tion �2-7_�� �asi Iror� ��tings: the �i�sl R�r�grs��t s��il b�
revEsed #� re2��i �s f�llows:
��-7.1"E DU��'I�E-fR�N Ah1D �RAY-IRON FITTtN��: All duc�il�-ir�r� an� gr��r-ir�n
�i�#kng� sha�! b� fum�sh�d wilf� c�ment r�orfar linir�g as st�ted in ��c#iorr �1�7. �€�e �ri�e
��d per ton �f �it�in�s sha11 b� �a�m�nt ir� full f�r aEl �t�rngs, j��nt a�c�ss�ries, polyetnyl�n�
wrap��r��, hori�or�tal concrete blac�ing, +r��tieal t��-��wr� can�rete blo��Cing, �nd ���cret�
�radl� �recessary fcrr cor�struction �s design�d.
A��I d�rctileYir�rr and �r�y-iran fi#t�n��, valves ae�d spect�ls sh�1E h�e wrapp�d wRth
po[yek�ylen� �v�a��Er�� �ar�fiormir�g to A�ater€al �p�ecifEca�€on E1-� 3 a�d �arkst�uct'ror�
�pe��f��akron I��-1 �. Wr�pp3ng �h�IC pr�ced� C�c�ri�oi�t�l �on�r�ke �k�cking. +�ar#a�a� ti�-
c�own canc�ete �lockirtg. and co�rcrefe c��dl� P��m�s�� ��� t�e poE�re�i�yl�ne wfap�iri�.
�on�o��al cor��r�k� bl��k�n�. VE�EC�I �I�-dQbYCk COi1�f�tE �f0�{E�'I�, and c�n�r�k� crad�e sC�aIC
�e inc3�d�d in bid �k�m� fot v�l�s ar�d #��ti�r�s �r�d no �th�r }��yme�ts wiE1 b� allowe�.
o��u�
��-5D
— — �l�l�� � — +'�����i��l�.., ����������
D-8'E �PR�hl�L�NG FOR �]U�7 ��A17F��1�
All �ppli��bl.e pra�+isions of Star�ciarc� ��ecifi��lior7s Item 2�0, "�p�initling fo� �ust �on�rok" sh�11
�pply, How�v�r, na dire�t paymenE w�11 bs made for th�s it�� ar��4 kt �naak b� consid�red t� this
c�ntrac�,
D�82 D�V��1T�R1lVC
T�r� �ontractor ����I be re�po�sik��e fa� t��terrninir�g th� m�lhod of dew�teri�� c�p�rati�n for �he
wat�� ar s�wage flows fror�ti tho existing r��ii�s 2�d �rou�d wal�r. `The �or�tra�ior sl��1l be
responsibl� �ar �darnage �f a��y r�atufe re�ul#ing from tl�� dewatering �perati��s,
7h� Cl1S�E�A�t�� frarn a���+ cte��ratering operati�rr� sF��ll b� c��duct�d a� appr�ved b� l��e�
����ir7��r. �ro�n� v��#e� shall not be discl�ar�e[I tr�io sanitar�r s��+�rs,
��w�t��ing sl�all ia� c�ns�de��c! a� in�i�ien�al t� a constructian �nd �li cos#s �1n�urr�d wiil b�
cor�sid�ret� tc� t�e ir�clude� in th� �r�jec# price_
D-8� T�EN�H ���A1�ATIUhi OI� DE�P TREN�HE�
�o€�kract�r s�aGl �r�vent any w�ter flowin� int� op�� #reh�C� c�uring c�ns#ruc�3�n. �ontra�to� �h�ll
nat leava exc�v�te+� tr�n�� open ovemig�t. �or�traclor sF�ali fill ar��r �r��cf� t�te s�m� tlay o�
�x��u��io�. �io exkr2� p�yment sha[I be ��low�� {ar t�tis s{�eci�l cand�tion,
D-84 N�T U�ED
D�8� 1'F��� ��MD1fAL
Tre�� to be r�mov�d sl��fl �� r�r�t�v�d ��ing ap}�Eicab�e n�et�a�s, incE�dir�g s#���� an�t �nak ball
e�nt�+�a1, I�ading, haulir�� �nc� [lurfl}aGr��. �xtra �a��ti�� s�all b� #alcen #a r�ol t�isr��# exfs#t�g �lili#les
b�l� ov�fh€�ad �n�i buried. The �o�,�ractof sl�a1! imm�tlia#�E�r r���ir �r rep��cs �n�r c4an�a�e #�
Utillfi�S �r�C� pTiV�t� �aro�erty ir��tudit�g, k�ut no� lir�tit��f �o, w�.#er a�d �ewer s�rvices, paverrzent,
fer��es, walf�, sprir�ka�r system piping. �t�.. �t r�o �os� to t�e ��+rnar, 1�U costs for tr�� �e�noval,
includi�rg terr�porary s�rvi�e co�ts, s#��II �e consi�eeed �ubsidlary to tfi�e �roj��l cor�#r2�k �ri�e �r�d
n� �drlition2�l p2�}��n�n� will be 2�Ilowed,
�-86 triDT U��D
�-87 PU£3L1� N�TI�I��T�Q�# F'RI�#� �O B�GII�NIN� �ON�TRU�TI�ht
Pri�r to b���nfl�ng constr�cl��n on ariy block fn �he p�o�ect, kh� cantrackor shall, or� a block b�
3�[oc�c basis� �r�pare �nd d�liver � notice af flye� �f #�e p��d:n� cons�r��ction �o �h� fr'ort� dt�or of
��ch residen�e �f �u�ir�sss lha� w�ll �� irrxp�ct�d i�y �ans�r�r�tion, �he r�otic� s1�al[ be pr�par�d as
follows:
Th�o �ot��tca�F�n notic� �r flyer shsal be �ost�d ��v�n {7'} �ays p�ior t� begir�nGng arry c�nstructla�
�cti�+��y on ea�l� k�3��k ir� t�te praj�ct are�. TJ�e fG}�er shall b� pr�per�� on th� �ontra�t�.r"s
I�tt�rl���d �n�i sh�ll �nclud� t�e folEo+�ie�g inforr7tia#i�n; iV�me �f proj��t, DC}E �lo,, �cope of Project
(i.e, type o# c��s#fu�#ion ��tivit�), ac�ual �oa�str��cti�n due�tipn wGt1��r� Ih� biock. #h� narrke �f t�re
�or�trac�o�'s foreman an� hi� phor�e r�+�mb�r, t�e nan�e of th� �ity's i�rspe�tor a€�t� h�s phone
numbe� and the �iky's af#�r-ha�rs phon� n�r��ber, �, sarnp�� of #I�e 'pre-�anstr��tior� n�tifi��ti�n'
fl�et Is atta�hed,
o�a�ot � SC��1
���� � - s������ �o�v���io�s
The corttractor �E�all subm�f a sche�+�l� shaw«+� ki�e ���str�ct�ar� �fark �nd �f�nish #im� for �a�h
blo�1� c�f th� �r�j��t �� the �nsp�ctnt, In �ddstlon, a ca�y �� tf�e fl�or s�all ba c�ellvered �o tFe �Ity
InspecEor for his ��view prior to beie�g �iis#ribu#ed_ l"�e ��nfracto� wi�l not be �1�ow��1 to begEn
cor�str�cti�r� �r� an�r h�oc4t ur�tRl kl�e fly�r is d�liv�r�d to all rss���rr#� of ti�� bl��k, P,n ele�tronlc
versfori o� the sarrtpl� fEyer carr b� abtafn�d ���m th�� c��s�ruction offic� a� 87'5-830G.
�II �+or�c invalved witl� kh� pr�-cansl�uction �oti�icaiion fi3yer shall be consi��red subs�c��afy kc► the
�on#r��# pri�e �nt� r�o �ddkti�nak �ompens�tior� sh�il b� rr��tle.
D�88 TRAFF�C B[1TTQN� AN�3 L�OP DET��T���
Th� r��'noval an�i r��l�c�m�r�t of tr�ffic k��#kc�ns is the re�ponsibillt�r o# ths cor�#ractor and s1��ll k��
CaC���d�C�d � s�lbstdlary lt��'[1, lk� �h� eVer�� l#��i t#7e cae�tr��tor p�e��CS ��r th� �1�r1�aS, �igns anri
i�+lar�Ci�rgs Dlvisior� (��M�]} of th� Transport��i�rr�C'uE�1ic �+l�rks D�partment to instal�t�i� irr�rkir��s,
th� c�n#ra�t�r sh�ll �atttact SSf�+1R �� �8"�7} 871�8770 �nd sha11 Feimbur�� �S�+l[] for �II �a��s
i�cur�ed, ��t� 1�#�or �nd ma�erwa[. No ac�dik�ar�a! �ornp�n��#ior� sh�ll b� n��,d� to ti�� conE�actor �ar
�his reim�ursemenE.
�ontr�ckor ����I r��fa�� �II lo�� detectors by �av�m�nt and utili#� c�r�s�r�cti�� �e�� ths
kr��er��cti�r� of R�s�daie ��reat an�l ��+ans A+�����.
o�,�ta��r� ��-��
�
P�tT E
GENERAL SPECIFICATIDNS FOR WATER DEPARTMENT PRQJECTS
AND
GENERA.L CONSTRUC'I�ON NOTES
j
d a .�������
� :o�
(�r• ? �
�}r't :�r�
�Y
��it.rF X A�..� `�,�
�A��,
fVaTER DEPARTMENT
�
SECTI4N E - SPECIFICATIONS
JANLI�'ARY 1, 1978
All materials, construction methods and prQcedures used in this projeot shall conform to Sections E!, E2, and
E2A of �he Fort Worth Water Department General Contract Documents and Genera! Speeiiications, tagetiier
with any additio�al materiai specification(s), constnrctian(s} or later revision(s). {See revisions listed on tl�is
sheet}. Sections E!, E2 and E2A of the Fort Wnrth Water Deparkment G�neral Contract Documents and
Generai 5peci�cations are i�ereby made a part of tliis eontract doct�ment by reference, far all purposes the
same as if eopies verbatim laerein, and such Sections are filed and [cept in the office of tf�e City Secretaty of
the City af Fort Worth as an af#icial record of tt�e City of Fort WortIz.
INDEX
EI MATERIAL SPECIFICATIONS
E2 CONSTRUCT�ON SPECIFICATIONS
E2A GENERA.I. DESIGN DETArL3
Revisions as of April 20, 1981, fo�low:
EI-2.A� Backfiil: (Cot7rect minimunn compaction requirement to 95% Proctor Density and correctP.I.
values as follows_)
c. Additianal bac�Cfil� rec�Uirements when approved for use in stre�ts:
I. Type B Backfi�l
(c} Maximum Plasticity Cndex (PI} shalI h� 8,
2. Type C Backf ll
` (a) Material meeting requir�ments and having a PI of 8 or Iess sha�� be
cansidered as suitable for compaction by jetting.
(b) Material m�eting requirements and having a PI of 9 or more shall be
considered for use only with mechanical compaction.
E2-211 Tr�nch Backfi!!: (Correct minimum compaction requirement wherever it appears in this section
to 95% Proctor Density except for paragraph a.l. where the 9S% Modified Proctor Density"
shall remain unchanged}.
�4���
. �r����` ' � � �R T��.��
�S�j}: ?04�
1'YS '��
��� , r•~�
� � •• �
aa s�4X� �
�.
VATEIi REPARTMENT
�
E100-4 WATERTIGHT M�1H�LE INSERTS
SECTTON E10(} - MATERiAL SPECIFT�ATIONS
MATERIA� STANDARD E1�4-4
7ANUARY 1, X 978 (ADDED 5/13/90}
E100-4_1 GENERAL: This stan.dard covers the furnishing and installation of watertightgas�Ceted manhole
inser�s in the Fart Wa�th sanitary sewer co(Iectian sys�erra.
E i OQ-4.2 MATERIALS AND DESIGN:
a.
b.
The �anhoie insert shaI! be of corrasion-proo�'high density polyetllylene that meets or exceeds
the requiremea�ts of ASTM D 1248, Categary S, Type III.
The minirz�um thicltness of tlie rt�anhole insert shall be lf8".
c. The manhole insert sha�i have a gasket that pror�ides positive seal in wet or dry condition�. The
gasket shal! be rr►ade of cl�sed-cell neo�rene rubber and meet the requirement of ASTM
D] Q56, Qr equal,
d_ The rnanhole inserk shall have a strap far remo�ving the ins�rt. The strap shall be made of
minimurrz 1" wide woven polyprogylene or nylon webbing, with the end� treated to prevent
unra�elling. Stainless s�eel hardware shall be used to securely attach the strap to the insert.
e. The rixanhole insert shall t�ave one or more vent hales or valves to release gasses anci a�ldw
water inflow at a rate no greater than 14 gallons per 24 hours.
E S 00-4_3 INSTALLATION;
a.
b.
The manhale frame shali be cleaned of all dirt and debris before pIacing the manhole insert an
#�,e rim.
The manhole insert shaI1 be fi�lly seated arounci the manhole frame rim to retard water from
seeping beriveen the eover and the rnanhole frame rim.
E100 {1)
GENERAL CONSTRUCTION NOi'ES
Applicable design anci details sltal) conforrn to "General Contract Doeuments and Specifications
for Water Department Prajects" (GCD) effective July I, 7978, r�vith the iatest revisions.
2. All horizontat blacicing, cradle blocicing, and vertical ti$-dawn blocking to be in accardance
with �ig.{s) 9, 10, and 11 of the GCD.
3. 'The proposed water ancVar sewer mains at times will be laid close to other ex,isting tatilities and
structures both above and beiow the ground. The contractor shail make necessary provisions
for the support and protactian of a11 utility pnies, fences, trees, shrubs, gas mai�is, telepl�o�ne
ca�ies, TEE cables, drainage pipes, utility services, and ali oth�r utilities and structures bath
above and below the ground during construction. It is the contractar's responsibility to notify all
utility owners prior to any constr�ction in the area and verafy the actual location of all butieci
utilities that may or may not be shown on the plans. The contractor shall preserve and pro#ect
al� unc3ergraund and overh�ad faciiities and be responsible for any d�mage he may cause to
them. "f'he Contractor shall contact ti�e fo�Iovving at least 48 l�ours prior to exca�ating at each
location:
Fort Worth Water De�aartment 87I-8306
Fort Warth T�az�sportation �& Public Works
Ilnion Pacific Raitroad (SOQ) 336-9193
Light and Signal Division 87]-5100
TXU Gas Cotnpany ($40) 344-8377
Texas Utility Serrrice Company 336-2328
Sauthwestern Bell Telepl�ane Cotnpany Enterprise 9800
Texas Excavation Safety Sys#em � (8Q0) 344-8377
Texas One Call-Fiber Optics Location
(MCI, AT&T, Sprint, etc.) ($04) 245-45A�5
Charter Commun�cations CableT.V. 246-SS38
4. Contractor shall verify the elevation, configuratian, and angulation of existing line prior ta
construction of tie-in. materiais. Such verificatinn shall be cansidered as subsidiary cost of
proje�t and no additional campensatian will be allowed. Elevation adjustments at connections
may be naade with bends� D�S�fS, or joint deflections. All n�nsfandard bends shall be made
nsing ihe closest standard M..T. �ttings wittt the required joint deflections. (deflections nat to
excaed marxufacturer's recornmended d�;flectipn�per joint)
` S. Contractot sha11 keep at ]east one lane of trtt�c open at ali times dur�ngconstructiatt and access
t i to all places of business and residence at aIl tir►�es. (reference C6-6.5 GCD}
5. No excavated materials, bae�}1 materials, equiprnent, or supplies sh$11 be stored within
floodways or dra�nage easem�nts. (ref�tence C6-6.5 GCD)
7. Trenches r�+hicl� iie outside existing or fut�u'e pavem�ents shall bebacicfijled above the top of the
embedment with TyPe "C" back�ll tnaterial. When Type "C° backfil! material is not suitabie, at
the direction of the Engineer, Type "B" material shall be tised. All bac�Cfitl material shall be
compacted �o a rriinimurr► of 90% proctor density by means of tatnpiz�g only. Trenches which
cross under existing or future pavemeiit shall be baeltfilled per Fig. 'B" with 95% practor
density by jetting, tamping, or a combittation of such methads. Pavement repair shall be
perrnanent pavennent repIaceme�zt per Figure 4.
S. A two-way service cleanout sltall be installed on a13 new sewer serv�ce connectio�s. C�eanout
' � to be installed in accordance with the detail drawing immediately %liowi�ag this section.
N
6" �3 BARS
� � �
: rr�- � ���4 �
r� .
1T NOTES
To Change.
PART N0.
A�L-- 424
�:�
14 ' TEE AND PIPE FITTlNGS IN5TALL�D SµALL
7�� o y�, " 5 OR SDR�-26 PVC MATERiAL.
4�`k''�� � DOIJBL� Fj�S TO TH� �X1SSING SERVIC£ SF�ALL B�
� � ;
�� ���� � STAINLES�� RUSBER SLE�VE COi7PLINGS WITH
� 12" � STEEL �j��L DOUBI.E �AND R�P,�IR SLEEIIES.
COUPLING��� SHALL BE TiGH�'ENE� TO SHE TORQUE
1DED �Y THE MANUFACiURER,
CONCRETE GOL�AR, �Mo �i�� A��Rov �SBa�oNc�MA �RA��'
� P LAN VI E W� CONCf TyE SANITARY SEWER SERVICE SHALL B�
ANCHtti p� Z pERCENT.
�RAFFiC AREAS (STREETS, DRIVEWAYS,
` & WALI�WAYS) SERVICE CLEANOUT
[ Ex�s�Nc o� p�o�asEa,_,� �' ;p CAP SMALL B� OF CAS� IRON.
fa S�WER SERVIC�
----- -- RAFFIC AR�AS SERVkCE CLEANO�7T ST�CK
SHqLL B� PVC MAiERlAL.
FERNCO ��.EXISLE COUPLING � _�S�p AROUND CLEAI�OU7 ASSEMBLY SHALL
, REqUIRED fF EXISTl�1G ..�, 3,q00 PSI MIX.
SERVkCE 1S PRES�NT, F1�TINGS S�iALL BE 51]R--�5 OR 5DR-26
0�'NERWIS� PLUG. � NOT 1N NIGH '�RAFFIC AR�AS.
[7F21 VEWAY
CASi IRQN.
CLEANQU7
u
�
SIDEWALK
���
/
/
�
I
rY L1 �1 E
CSRIV�WAY APPROACH
Sub ject
PROPERTY W���y�-
�S ibs
4" CONC 2,�5 Ibs
COLLAR
STREEi
PVC
T�T
SiDEWALK
ATL-1524
CLEANOUT
CU�B
�
STREE7
CAST IRON C! EANOU`'VC CLEANOUT BOOT
,�
PA1t7r F
CERTIFICATE OF INSURANCE AND B4NDS
, - CERTIFICATE �F �NSURANCE
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
I EQUIPMENT SCHEDULE
�
� EXPERIENCE RECORI?
MAFNTENANCE BOND
� PERF4RMANCE B4ND
AND
PAYMENT BOND
II�iiPURTA1�iT I�iOTICE
To obtain informatian or make a complaint:
You �nay contact the Texas Department of Insu�ance to abtain infarmation on
campanies, coverages, rights or compZaints at:
1-800-25��3439
t��
i
r.
Yau may write th� Texas Department of Insurance at:
P.O. Box 1491Q4
Austin, Texas 7871�-91Q=t
Fax # {512) 475d177I
PRE1VIIUi�i OR CL�iIlVi DISPi]TES
`The address of the surety company mak�g this �r�d to which any notice of
' claim should be sent may be obtained by caaling the Texas Department of
� Insurance ai the abave number.
Should you have a disputa conceming your premium or about a ciaitn, you
� should contact the agent or the company first. if the dispute is not resalved, you
, may contact the Texas Department of Insurance.
i�
ATTACH THIS 1�dOT�CE TO YUUR BO1�dD
,_ This notice is fop information only and da�s not became a part or condition of the
attacf�ed do�ume�t. This notice is given to compiy with Section 2253.048, Texas
`' Government Cade and Section 53.20�, Texas Property Code effective September
, � 1, 2Q�}l.
�
I11fiPORTAl�T'I' I�dOTICE
To obtain �nforrr�ation oz make a complaint:
You may contact the Texas Department of Insurance to obtain inforrnation on
companies, coverages, rights or complaints at:
1-8�0-252-3439
You may write the Texas Department af Tnsurance at:
P.O. Box 1491.04
Austin, Texas '78714-9104
Fax # (512) 475-1771
PREIV�IUNY OR CLAIlVI DISPUTES
The address of the surety company making this bond to which any notice of
claim should be sent may be obtained by calling the Texas Department of
Insuranc� at the above numbez.
Should you have a dispute concerning your premium or about a claim, you
should contact the agent or the company first. If the dispute is noi resolved, you
may contact the Texas Depar�ment of Insurance.
.�
�T'�ACH THI� 1�OTICE TO YC�UR B4�TD
This notice is �or information only and does not become a part ox condiiion of the
attached document, This notice is given to comply �vith Section 2253 °048, Texas
Government Code and Section 53.20�, Texas Property Code effective September
1, Zoo�.
P�T �
CcJNTR�I.C'�
1�
1.�
�
�
EQU�PIV�E�TT SCHEDULE
List of Eq�ipment owraed by Bidder that is in serviceable conciitian and available far use:
Portions of wark Bidder propases to sublet an case of A�vard of Contracts in.cluding
amount and type:
� i�
�
I
EXPERIEI�TCE RECORD
i
� List of projects your organi:zation has successfu�ly completed:
. Am4unt Of Contract Type Qf Work Date Accep#ed Name and Address of Owner
Award �
� List of prajects your arganizatian is now engaged ir� completing:
Amaunf Of Contract f Type of Anticipated Nanae and Acidress of Owner
'j Award Work Date of � �
Completion
�
List Surety Sonds in force on abo�e incompleie work:
Datc of Contract Awa�rd Type a� Work ��Amount of
Bond Bond
Name and Address of
Surety
'`•'_ ��
�ELECTRICAL SPECIFICATgONS
16140 - TiM� CLocx Ax� PxoToc��.�.
16470- PANELBOARDS - D]STRI�UTION & BRANCIi �II2CUIT
16SI Q - LIGHTING AND �,AMPS
B. Plxotoeell: Cadmium sitlfide, Epoxy Caasted (HermeticaIiy sealed cells}.
C, Enclosure: Non-meta�lic copolymer, W stabi{ized pexmanent Gray color.
D. Relay: Bi-metal.
E. Surge Arrestor: Ope��-type exputsion design, 2.5 KV spark o�er nniuimu�n 5000 A follow-
tl�roxigl�,
F. Ma����faakure: Tork, 5q00S Series or Owner approved equ�l.
PART 3 - EXECUTION
3.1 DEVZCE CQORDINATION
A. Where it�rns af eqttipment are pro�ideci �mder qther sectio�s of t�is specification or by the
Owner, provide a coenpatible tern3inatian of the equipttaent. Install i�iside elactriaa! serviae
cabinet
END OF SECTION
City of Fort Worth Evans A�en�e HZI Job No, 03-07b8.02
Hui#t-Zollars, Inc< 7uly 26, 20Q1 1614�-2
C�ty o�`Fort Worth
Evans A.venue
SECT�ON 164'�4
PA1�IELBOARDS � DISTRTBUTION AND BRAI�TCH CIRCUIT
1.2
I
�
� .
PART 1 - GBNERAL
1. I SUMMARY
A. This section speci#"�es the fiu•nislaing and installation of distributio❑ and 6rancla ci�•cuit
panelbaards.
REFER�NC� STANDARIlS
A. UL 5� - Cabinets and Boxes.
B. UI, 67 - Elsotric Panelboards.
C.
D.
� E.
i
F.
G.
UL 508 - �ndrrs#rial Coirtrol Equipment.
NEMA AB 1_ - Molded Case Circuit Breakers and Molded Case Switches.
N�MA AB 3- Molded Cass Circtiit Breaicers and Their Appiicxtion.
NEMA I'B I� General InstrUctions for Proper Handling, Zi�stallation, Qperatiot� and
Maintenat�ce afPanelboards Rated 6Q0 Vo1�ts or less.
Subanitted panelbaard schadules must a�sa contain coj�f�rmation of panelboard characteristics.
PART2-PRODUCTS
2.1 ENCLOSiURE
A. Cabinet. Constri�ct cabinets in accurdance with UL S0. Use t�ot less than 16-gauge galvanized
s�ieet steel. Pravide a minimuin 4-inch gutter wiring spac� on each siae. Reinfarce cabinets
and securely suppart bus bars and o�ercurrent devices to prev�r�t �ibration and breakage iiz
handti�g. Provide surface-mounted cabinets without conduit knockor�ts. Sqrface-mot�ntec}
paneIboards shall liave cabinet firiishes #o match doars and trim as specified bslow.
B. 1]oors an� Trim.. �'abricate doors au� trirn af cold-rolled sheet steel. Equip doors with flush-typ�
combination catch and key lock. Key ali lacks aFike. Fas�en trim for panelboards to cabinets by an
approved means which penrnits both horizontal and vertical adjusim�nt. Trirr� for sur�'ace-riaot���ced
panelbosi•ds must fit the cabinet with no overhang. App�y a�nish to trim and doars consisting of
two cc�ats af enamel aver a rust�inhibiting prime caat.
City of Fart Worth
Huitt-Zpilars, Inc.
�vsi�s Avenue
July 26, zao�
HZI 3ob No. 03-Q768,Q2
16470-1
2.2
BUS
A. Fabricate pbase, neutral aiid ground buses of �8 percent IACS canductiviiy copper with rounded
edges, Size bars to withstand syinfnetricai fault current as indicated an panei schedules and
ane-line diagrams, Ati buses shall be �ully rat�d for symm,etrical fault current withstand, series
rated �us�s ar� not acceptable, ii�stalI br�s�s in alfotted spaces so that dev�ces can be adder!
witf�ou� additia�ial machining, drilli��g or tapping. Use buses vvit� silv�r-plated contact surfaces,
Include Gapper graund buses rated not l�ss than the phase b�as ampacity and isnlated copper
neutral buses rated not less t[�an twice the pltiase bu� a�tapacity,
23
PROTECTIVE DEVTCES
A, prov4de circt�it breakers for the sp�cified service wi#h ti�e z�umber of pales and ait�p�r� rati�igs
indicat�d an pai�el scliedules and one-line diagranas.
B. Provide breakers which are quick-make and quick-break on botI� manual and aatomatic opera#io�a.
Use a trip-free breaker wlaich is trip indicating, Incorpnrate i�lverse ti�n� characteristic by
biEnetaific o�erlaad eleinents and instanta.t�eous charactexistic 6y magnetic trip. Wkiere indicated,
provide ground favit in#errupters (GFCI).
C. �'or 2-pole l�realcers, usa the camrraon-trip fiype so that an o�erload or �ault an one.pole will trip a91
poles simultan�ausly, Handle ties are not acceptable.
D. Ail circ�tit 6reakers sh�,ll be fully rated for symmetrical iault current interrupting, sex•ies ra€ted
devices sre not accep#able. Unlass otlxerwise indicated an panel sahedules nr one-line diagrams,
provicfe ciz�cuit breakers wit� the following interrtipting ratings:
22,Q00 rKns sy:tz�inetrical arnperes at rated voEtage for br�akers rated 120/2�}0 �valts, sing�e
pole, �r 240 volts, multipole,
E. Connect break�rs to the main b«s by means of a solidl� ba�d oonnection. Use breakers whicli
are interchangeabie, capahle of being vperated in any position within the panel. Indepandently
moui�t breakers sn that a single timit can 6e removed frotn tha frant of the pane] without dis�urbi��g
or removi��g main bus, otl�er units or other branch circtiiit connactions.
F. Cable lugs slaali be oopper ar bronze, rated for use at 75QC.
2.4
CIRCUXT iDENTIF�CATION
A. Far eaah panelboarr�, pravide a steel c�irectary franne rr�ounted inside the door wi#h a heat-
resistant trai�sparent face and a directory card for id��tifying the loads serv�d, Panelboard
schedi�les must �e identical to #h� schedules in the project dacuments unless there is a tachnical
reason there must be a deviation.
2.5
A.
LISTING
UL 67 - Electr'tc Panelboards.
City of Fort Worth Evans Avenue HZI Job No.. 03-0768.42
Huitt-ZoElars, I.mc. �u1y 2G, 2Q01 IS470-2
2.6 ACCEPTA�LE MANU�'ACTURERS
A. Acceptable manufaeturers are Cutfer-Hammer, General Electric, Sie�nens, anc� Sq�are D.
PART 3 - EXECUTSON
3.1 INSTALLATIOI'�i
A.
3,2
!A.
3.3
�nstall panelboards i� th8locatiai�s shown on the drawings a�1d as recomm�nded in NEMA P� 1.
MOUNTING HEYGHT
�nstall the panelboard positio�led inside the electrical seiwice cabinet.
k'R�TECTION
' A. Terrzparary Daors. Pan�lboard cabinets sha11 be protected by a tempvrary �oor untii the
panelboard is energized. Ternparary doors shall be 1/4-inch tivek plywood or equi�alent rigid
, cnaterial. Temporary aaors shall be installsd when the cabinet is installed and shall remain close€i
� at ail tim�es except wk�en work is b�ing perfornjed inside the panelboard.
� B. Permanent Dvors ar�d Trim. Perma�lent doars and irim shail be installed immediately be�ore
' panelboards are energized. Pe�anent dovrs $nd trim s1;ali be tnaiz�tained in factory cot�dition
after. instatfatian, Doors sha2l rerrtain c�oseti at all times except wl�en tk�e pa�aelboard is
deenergized and work is taking place within tha pane�board. �
C. Cabinets. Cabinet inte�iors shal� be maintained "wl�ite glove" clean at all times. Cabinet exteriors
slzaZl be maintained free of rr�ud; spray on �sulation, paint spray an� ail substances not placed on
the ext�rior surface by tha panelbaarci manufacturer.
3.4 LOAD BALANCING
A. Where f�lc� rrzeasurements c�emot�strate a]aad imba�ance in phase-to-neutral laads exceeding
ten perc�t�t when ti�e panelboard is operating at futl demand, ralQcate and recon:nect circuit
breakecs to achiev� load balance withit� t�n p�rcent. I� laad baiance within fen percent appea�rs
impracticas to achieve, raquest direction frpm the dwner regarding fi�al cireuit con�iguration.
Circuit eaclx panel in strict accorda�nce with the panel schedules included in the constructio�
documents uniess field i�neasurements shaw �oad itx�balances exceeding"ten �ercent.
END OF SECTI4N
City af Fort Worth Evans Avenue �IZI Job Na. 43-p76$.02
Hu�tt-Zollars, Inc. ru�y �S, 204 Z 16470-3
City o� Fart Worth
Evans A.ve�nue
S�CTION i6510
LIG�ITING F�LTURES AND LANiPS
i'ART 1 - GENERAL
l.l SUMMARY
A.
I .2
A.
B.
This sectian specifies t�e fitrnisliing and i�istallation �f lightittg fixt�.tres complete witlt lamps
ar�d ather accessories.
RE�ERENCE STANDARDS
AASHTO - Stat�dard S�scifications �or Structtaral Supports fvr Hi,gk�rvay Signs, Luminaires and
Traf�c Sigt�als �
ANSZ C78 Series - Lamgs.
C. ANST C82 S�ries � Ballasts. �
D. UL 1024 - High-Inten�ity-Discharge Lamp Ballasts.
E
F.
UL 1571 - �nc�ndescent Ligl�ting Fixtures.
UL 1572 - High-Intensity-Discharge Lighting Fixtures.
PART 2 - PRODUC"T5
2.1 LIGHTING FIXTLTRES
A. Lighting �xt��res are specifed by typ� ar�d manufacturer i:� the lighting �xture schedule on the
d�awings. Provzde nnly �xtures tist�d in #he lighting fxture sc�eduie. Where fxture listings
appear incoriaplete ar rnay be superseded by mQre recent fixture o�%rings from th� tist�d
manufacturer, -request clari�ic�tian from the Or�ner during the submission process. Provide
complete fixYc�re assembiies inc�uding Lamps, bal�asts, integrai contrats, protective fusing, anc�
all other accessories inc�icat�;d for a complete, operational lighting systsm.
2.2 LAMPS
A. Prnvide lamps for lighting fixtures. TyQes are speci�ed in the lighting fix�.ire schedule. Use
incandescent Iamps rated for 134-vo�t service unless otherw�se indieatecf, Where metal laa�ide
la�nps are spectfied }r� apen fxt�res, only those lar►a�s designa�ed by ANSI as Type "O" shail be
provided. ANSi Type "S" lamps are not acceptable. Where speci�c lamp product numbers arE
included in the ligliting fixture sch�dLile, eqr�ivalent products from other acceptable
City af Fort Worth �vans Avenue I-�ZI 3nb No. 03-0768A2
Huitt-Zoll,ars, Ine. July 26, 2001 165�.�-].
manu�ac�urers �nay ba used, only if appra�ed by the c�rr�spondiiig �xture manufactirrer.
Acceptable laxnp nnanufacturers includa General Electric, Osrarn/Sylvania, PI�ilips, ar►d Venttiire.
2.3 BALLASTS
A. Genera�. Provide liglzti��g fixture batlasts as rsguired �for proper operatiort af the lainps specified
�or each fixture type.
B. Higk�-P�•essure Sodii�rr�, anc� Metal Halide {H[D}. Pro�ide constar�t wattaga balIasts witlz ]�igli
power factor. Ballasts tnust be suitable for operatioi2 in atnbier�t �empera#�ares �roin 2D°C
tnrou� 55°C. Acce�table mai�ufactu�•ers of HID baliasts ar� Advance, Valmont, and the 1ist�d
tighti�g �xture ma�nufacturers.
PART 3 - EXECUTIQN
3.1 C�dRD�N'ATION
A. Verify that tlze lighting fixtures are compatible with ti�e specified ceiling systeins as indicated
on the arcliitectural d�•awings. Ad�ise the Own.er's repre�entattve of any discrep�ncies before
placing the IigE�ting fixture order.
3.2 INSTALLAT�ON
A. Fixtures must�be coi�npietely wired ar�d la�nps installed. Ligl�ting fixtures rous# he apsratiiag
properly at final �ampletio��.
B. Provide hangers and support mem4�ers for fixtures as required for proper installation. I'rovicie
all necessary appurt�nances for a com.plete installation vvhich anay i�lclude supports, stems, or
mounting brackets.
C, �'rovide any speoiaj mountii��, enc�osures, or fire safing re�uired by th� authority having
,�ur�sdiction in order to mtaintain the �re rating integrity of UL listed assemhlie�.
D. Pror�ide %undations for al! fixtuxas requirii�g such. Founda#ions for lighting poles shall be
revievved an.d approved by the Owner prior to installatio��►. Poles s�al[ be set plumb.
E. Isnrnediat��y prior to ���� inspection, clean all fxture s�irfaces, both interna] and external.
Adjttst �!1 trims to match -acljacent surfaces and repair light �eals and gaskets. Replace any
lamp� whiah have accumulated mare than 504 i�ours aperation during constrtiction.
F. Test a4�d aim all adj�tstable floodligl�ts ar area lights with adjustable apties to provide unifarm
ill��mi�iation over areas designated by �he 4wner's R.epresentative.
END QF SECTION
City of Fort Worth Evans Avetiue HZI 3ob No. Q3-4768.02
HuittWZollars, Inc. Juiy 2b, 2001 16510-2
a
�
Pa,�t'r I
LANDSCAPE SPECIFICATIONS
02�3 I� TREE PROTECTION AND TRtMMTNG
02721 - S�.orc�� DxA�N
027$O - UNIT PAVER� 8e CUT STONE
02S 1 Q- LANDSCAPE IRRIGATION SYSTEM
Q2930 - EX�R�Q� Pt,AN'rS
0�720 � CAST STo�
O4$ � Q- UNiT MASOiVRY A55EM�LI�S
0990D - PAIN�ING
15435 - WAr��t ���.Tux� �UMF �QU���rrT
City of Fort Worth
Eva�s Avenue
SECTiON 4�23�
TREE PROTECTTON AND TRIMMING
PART 1 - GENERAL
I.1
A.
` ' 1.2
' A.
B:
1.3
A.
RELATED DOCUMENTS
Drawings and general provisinns of tl�e Contract, it�cluding Gei�erai and Supplemantary
Conditions and Division 1 Specifzcatiot� 5ectians, apply to this Section.
SllMMARY
This Section inclttdes the protection and #rimming of trees tiiat iatter�ere with, ot� are affected� by,
execc7tion of tt►e Work, whether ternparary or new construction.
Related Sections incl�ide the Followii�g:
1. DiV1S1Qk� ], S�Ctl0i1 ��Summary of Work" �`or limits placed on Contractpr's use of the site.
2. Divisio� 1 Section "Coiistruction Facilities and Temporary Controls" for tsmporary tree
protection,
3. Divisian 2 Section "Site C�earing" for remov�l lxmits of trees, shrubs, and other plantings
afFected by new construction.
�. Division 2 Section "Earthwork" fnr building and �atility trench excavation, baakfilling,
compacting and grading requirements, and soil materials.
5. Divisian 2 Sectinn "Exteriar Plants" for tree a��d sl�rub planiing and transpianting, tree
support sysfiems, and soil rnaterials.
SUBMITTALS
Product Data: For eacl� type �f product ir�dicated.
B. Qualificattan D�ta: For firFns and persons specified in "Quality Assura��ce" Article tn
demonstrate their capabilities and experience. Include lists o€ completed projects with project
��ames and addresses, names and addresses nf Engineers and owners, and vther infarination
specified.
C. Certificationc From a quatifed arboxist that trees indicated to remain ha�ve been protected
dnring constructiora according to recognized standa�ds and that trees were promptly and
properly treated and repaired when damaged.
City of �'c�rt Worth Evans Avenue HZ� Job No. 03-07b8.02
Huitt-Zo[lars, Inc. .�uly 2fi, 2001 42�31.-1
D. Maintena��ce Recom�nandations: Frorn a qualifi�ci arborist far care and protection of trees
affeoted by construction during and after compjeting the Work.
I,4
QUAL�TY ASSURANCE
A. Tree Service QuaIifications; An experienced tree s�rvice firnt that has successfiilIy comple�ed
tree p��otection work siFni�ar to that reqE�ared iar this Praject and tiiat wil� assign an experienced,
qualified at•borisr to Project site on a fu11-tizne basis di�ri�ig executiQn of tlle Wark,
B. Tree Prur►ing 5tanda�ds: Comply with ANSI A300, "Trees, Shrubs, and Other Waody Plant
1Vlaii�tenance--Stan.dard Practices," unless moa'a string�nt requirements are i�aciicated.
PART 2- PRODUCTS - NQT USED
PA1�T 3 - EXECUTION
3,1 PREFARATIDN
A. Temporary �'encing: Install temporary �encing far 14' around trttnk between demo�ition ar�ci
pavement insta3lation to protect re�naining vegetation fro�n construction dama�e.
B. Protect tree r�ot systerns from dazx►age d�Ye ta noxious ma.terials caused by runoff or spillage
while mixin�, placing;, or storing construction mate�ials. Protect roat syste�x�s frorn floodin�,
erodia�g, or exccssi�+e wet�ing caused by dewatering operations.
C. I7o not store construction tx�aterials, debris, or ea�cavated materia� within tlae drip lino of
remaining trees. Do nat permit vehicles or foot traffic within the drip �ine; prevertt soil
aompaction o�ver root systeins.
3.2
A.
B.
C,
D.
TREE PRUNING
Pnir�e remaining trees af�ected hy t�nn.parary and new construction.
Prui�e remaining trees to cornpe�saie far raot toss caused by damaging or cutting raot systern.
Provide s��bsequent mair�tena��ee dur�ng Contra�t geriod as recommended by qualified arboz-ist.
1'r«ning Standards: Prune trees according ta ANS� A300 as foi�aws:
1. Type of Pruning: Crown thi�ning, ,
Cut branc�es with sharp prur�ing instrurn�nts, do nat 6reak or chop.
City af �'art Worth Evans Aveque HZI Job Na 03-076$.02
HuittwZollars, Xnc. July 26, 2001 02231.-2
3.3 TREE RE�A�It AND REpLACEMENT
A. Frompily repair trees damagad by co�lstruction operations within 24 haurs. Trea� da�naged
trunks, �i�nbs, and roots according tq written it�structions of t[ie qualified arborist.
� B.. Re�nov� and r�place dead and damaged trees that the q�,�ali£�ed arborist determines to ba
. incapable of restori�lg to a normal growth pattern.
l. Fro�ide new trees nf 6-inch (15Q-mm) caliper size a��d af a species selected by Engineer
� wh�n tr+ees rnore than 6 iticl�es (150 mm) in ca(iper size, meast�red 12 inches (300 rnm)
abor+e grade, are required to �e replaced.
i
s
�
3.4 DISPO5AL OF WASTE MATERIALS
A. B�rning is not permitted.
B, Disposai: Remove excess exca�ated mat�rial, displaced trees, and excess chips fram Ownar's
property.
END OF SECT�DN 02231
City af Fort Worth Evans A�enue� HZI 3ob No. 03-0�68.p2
Huitt-Zollars, Inc. July 26, 20U1 0��31-�3
C�ty af �'ort Worth
Evans Avenue
SECTION 4�,7�1
SLUTTED DRA�IN
PA�tT 1 - DESCRIPTION
A. This Iter� shall govern for furiiishing, fabricating, and installii�g s[otted drains and slotted drain
outfalls conformia�g to the requiremez�ts �erei� aad the detaiEs s�iown pn the plans. Slotted
d�ains shatl consist of a slot attached longit�zdinally tn a corrugated metal pipe. The slot is
consider�d to �e a conaplete assennhly that forms the drain for water to en#er the pipe. The
slotted drain out#'all shall consist of tiie corrt�ga�ed metal pipa which connects the slotted drain
ta tl�� maiil �rainage line.
B. Materials and Manrt�acture
l. The pipes for the slotted drain and the slotted drain outfall shall be fuIl cirele, helically
corrugated, lock seatrs or welded seam pipe or full circle, anr�ular corrugated, riveted or
weldad lap join.t pipe. Materials and fabrication shall be in aecordance with Item 436,
"Carrugated Metal Pipe", and shall be galvanized steel havrng a minir�um thickness of
� 1 fi gage. � � . .
Unless othervuise specified on the glans or required herein, slotted drain may be
constrt�eted with either of tl�e fallowing slat assemblies:
a. Type A- This slot assembly shall be constnieted of inetal plates and spacers.
•{ Details of the sIot assembly shall meet the mechanical requiremants ofASTM
i A36, and shall be welded ta �t av�r the longitudinal opening in tl�e corrugated
meta� pipe. Ti�e completed slot assembly shall be gal�vanized.
Weld areas a�nd the heat affected zones where the slot is welded to tlie corrugatad
pipe shall be ihoroughly cleaned and painted with a good quaiity asphalt base
a[uminum paint.
b. Type B- This slnt assembly shall consist o�a drain �.iide which is m�chine forrned
fram minirnEim 14 gaga rr�etal sheet. The material #'or t.�e metal sheet sha11 confarrr�
to Item 436, "Corrugat�d Metal Pipe". Details of tl�e drain guide slot assembly
shall be shawn on the �alaras.
C. C4nstr�ctifli� Me#hods
1. The s�otted drains and sIotted drain outfiails shall be installed at the locations, lines, and
grades shown on the plans unIess ot�erwise directed by the Engineer. Znstallation shall
con%rm to the details shown an the plans and to the go�erning requirements of Item 436,
"Carrugated Metal Pipe". Excavaiion and back%ll shalt be in accorc�ancs with Item 4U0,
City of Fort Wor�l� Evans AvenL�e HZI Jab No. 03-U768.02 .
Huitt-Zollars, �nc. July 26, 2001 O�i2l.-l.
"Sta•uctural Exca�ation" Trench�s far slatted drains a►�d sl4tted drain outfalls shall be
backfilled as sllown on the plans with low strengt� concrete (minimunn two-sack ceznent
per cubic yard) or as directed by the E��git�eer. Slotted drains sha�l be furnislied in 20-foot
lengths wnerever practicaE to znuaimize the nwnber of joints required. �
2. Where pipes with slotted drain ar� to be jained together, the pipe ends shall liave ar�nular
corrugations. The widtlz of the locki�ag ba��d shall be not iess thai� I0.�12 inclxes. Tl�e
locking devices sk�all be c�ntered on tlte locking band aild sl;all consist of 2-If2" x 1-1/2"
x 3/16" angles, at least two (2) inches iii len�th with the long !eg spot welded to tl�e
lac�Ci��tg band.
3. One 1/2" c�iameter bc�lt wi]I be requi�•ed to secure the ba�id. The tocking band slaall be
sized so that there is suf�cient clearailce be�Eween the ends of tlie ba��d and the vetkical
sides of the slotted drain, in order for tlae locking band to be securely tiglit�ued �nUnd
tl�e pi�es being joi�aed. Th� slotted drain shall terminate as showii on the pta�is to provide
a space beiween the ends of t.he dra�ns, for tt�e loaki�,g hatld bnit.
D. Maasi�rement
1. "Slot�ed Drain" and "Slotted Drain Outfall" wil[ b� ��neasured by tlie linear foot between
tl�e ends di tl�e pipe along the flaw �ine.
2. This is a plai�s qtaantity tneasuretnent Item and the quantity to be paid for wi11 be that
c���antity shown in the praposal and on tlie: "Estimate and Quantity" sheet of th� �oiltract
plans..
E. Payrr�eat
1. Tl�e wark performet! ana rnaterials furnishec# in accordar�ee with tl�is Item ar�d measured
as provided under "Measurement" will be paid for at the unit price bid for "Slotted
Drain" or "Slotted Drain Otirtfail" af the naminal pipe diameter sp�cified. Tliis price shall
be full compeiisation far furnishing and transp4rting t�e drain pipe; for all excavation and
backfill; for h,auiing, placing, and joining the drain pipe; �ar all band couplers and otl�er
items of materials, including any raquired cement stabitized back�l�; and for all labor,
tools, ec}tii�punent a►�d incidentals nscsssary to comp�ete the work.
END OF SECTION
City of �art Warth E�ans Avenue HZI Jab No. 03-0168.02
H�itt-Zotlars, Ync. 7�tly 26, 2001 0�7�1��
City of Fort Worth
Evans Av�nue
SECTXO]� 02i��
UNiT PAVERS & CUT STONE
FART I - GENERA.l..
1.1 RET�ATED DOCUMENTS
� A. Drawings and generai �rovisions of the Contract, including General and 5upplemenfiary
Conditin��s and Di�ision 1 Specification Sectio��s, apply ta this Section.
1.2 SUMMARY
A. This Section ii�cludes the failowing:
I 1. Brick pa�ers set an flex base.
� 2. Bricic pavers set in mor�ar settiz�g bed,
3. Ct�t-stone set in mortar setting bed. . �
�
B. Related Sections include the following:
I 1. Division 2 Section "F�rthwork" iar compacted s�bgrade anc# subbase course, if any,
und�r unit pavers. .
, 2. Division 2 Section "Ceme�7t Concrete Fa�ement" for concrete base course under unit
pavers.
1.3 SUBIvIITTALS
A. Product Data: For the following:
1, Brick pavers.
2. Cut sfone panels.
3. Mortar and grout materials.
B. Samples �or Ini#ia� Selectinn: Manufacturer's aolor ck�arts co�asisting of units or seetions of uni#s
showing tiie fa�ll ran�e Qi colors, textures, and patterns a�aiiabl� for each type of unit paver
indicated.
C. Samples for Verification: Ful!-si�e units of each type of unit paver indicated; in sets for each
color, texture, and pattern specifi�d, showing the full range of variations expect�d in these
characteristics.
City o� Fort Worth Evans Av�nue H2� ]ob Na. a3-0768.02
�Tuitt-Zu1l�rs, Ine. July 26, 2001 0278Q-1
D. QuaIificatioit Data: For ��•ms and persons specified iu "Quality Assurance" Article tp
demot�strate tl�eir capabi�ities a«d experience. Include lists of completed projects witll project
na�nes and addresses, naines and addresses o� Engineers and ownars, a�7d other informatiar�
spacified.
1.4 QUALITY �1SSURANCE
A. Instalier Q�jali£'icatiQns: An �xperiencec} installer rrrho has completec! unit pavar installations
sirr�ila�• irt material, aesign, a��d extent to tl�at indicated for this Project and whose warl� ��as
resulted in const�•uction with a raeord af successful in-service performance.
B. Source Li�nitations: �b#ain eacl� type of unit paver, joint material, and setting m�aterial fra�n
oite source witl� r�sources to provide materials aild prac�ucts of cansisten� q�ality in appearance
and physical praperties.
I.5 DELiVERY, STORAG�, AND HANDLING
A. px'otect unit pavers and aggregate during storage and construction agai�st soili�ng or
contami�2ation froin earth anc� other materials.
1�. Cover pavexs wi#�� plast�c or use other packaging materiafs that wilt p�•event rust nnarfcs
from steel strapping.
B. 5tore c�mentitious materials on ele�rated platfarms, under.cover, and in a dry location. Da not
use cc;mentitious matetials #hat have beca�ne datnp.
1.6 PRO,TECT COIVDITI�NS
A. Cald-Weather Protectian; Do not use frozEn materials or materials mixed o�r coated with ice or
frost. Dn not bLiilc3 on irazen subgrad� ar seiting beds. Remove and re�rlace unit paver work
damaged by fros� or freezing.
S. Weather Limitations for Mortar and Grattt: Comply with the following requirements:
1. Cald-Weather Requirements: �'rotect unitpaver work against freezing vwhen atmaspheric
tetnperature is 40 deg F(4 deg C) and faliing. Heat materials to provide aaaortar and �rout
tainperatures betwaen 40 ai�d I20 deg F(4 anrf 49 deg C}. Pravide the following
protection for comp�eted partions of work�for 24 haurs afte�r instaIlation when the mean
dai�y air temperature is as indicated; be}aw �U deg F' (4 deg C), cover with weather-
resistant maznbrauE; belovv 25 deg F(minus 4 deg C), co�er with insulating blankets;
below 24 dag �' (minus 7 cleg C), provicie enclosure and ternporary heat to �naintain
temperature abo�e 32 deg �(Q deg C}.
2. H�t-Weather Requirements: Pratect unit pa�ez• work when temperattire and humidity
conditions produce excessive evaporatian of setting beds aad grout. Provide artl�cial
shade and windbreaks and use �ooled m,aterials as xeqtiired. Do not apply n�ortar tn
substratEs with temperatiires of 104 deg F(38 deg C) and higher.
City of Fart WQrth Evans A�enue HZI Job No. 03�OT68.a2
Hnitt-Zollars, ��c. July 2b, 2401 02`�SO-2
�
,
i
a. W�en ambient temperat«re exceeds 100 or 90 deg F(38 nr 32 deg C) wiih a wind
vefocity greater t�an 8 mph (13 �Cmlh}, set paver� v�rithin 1 rrjinute of spreading
setting-bed mortar. �
P,ART 2 - PRODUCTS
2,1 MANUk`AC'xURERS
A, Available Manrtfactr�rers: Subjeat to campliance witli irequirements, manufact�rers ofFering
praducts that may be incorparated into the Work include, but are ��at limited to, tl�e fallowi�ng:
1. Brick Pa�vers:
a. Acme Brick Co.
b. Belden Brick Co.
c, Borai Bricks, lnc.
d. Canada Bricfc.
e. Endicott Clay Products Co,
f. General Shale Praducts Cor�.
g. Glen-Gery Corparation. .
h. Hastings Parremant Co:, Inc.
i. �-XL Industries,�Ltd.
j, Paci�c Coast Building Products, Inc.; Ir�terstate Brick Di�.
k. Pine Hall Briek Co.
1. Redland Brick Inc.; subsidiary of Betden Srick Co.
tn. Richtex Corp.
n. Whitacre-Gr�ar.
2.2 COLORS AND TEXTURES
A. Colars and Textures: As ittdicated by ��anufacttirer's designations.
2.3 UNI'I' 1'AVERS �
A. Brick Pavers: Light-iraff c�aving hrick; ASTM C 902, Class SX, Type I, Application PX.
Provid� brick vvithau# frogs or cor�s i» surfaces exposer} to �iew in the completed Wark.
B. Bric�C Pavers: Heavy vehicular gaving brick; ASTM C 1272, Type F, Application 1?X. Provide
brick withau� fi•ags or cores in surfaces expased to vier�v in tY�e campleted WorEc.
C. Cat Stone:
1. Black Granite, 1" thick� flBCI]0 �LII't115klGd.
2. Austin Limestone, 3" thick.
C ity of Fo�t Wortlz Evans Avenue
Huitt-Zollars, Inc. July 26, 2001
HZI Job No. 03-076$.02
02780-3
2.4
A.
B,
C.
2.5
A.
B.
C.
b.
2.6
AGGREGA'I'E SETTING-BED MATERIALS
Graded Aggregate for Subbase: Saund crushed stone ar gravel co�nplying with A�TM D 448
for Size No. 57.
Sand for Leveling Course: Sound, sharp, wasl�ed, iiaturai sand or crushed stone oa�-np�ying with
gradatiox� requirerne��ts of ASTM C 33 for �ina a�,gz•egate.
Sand for Joints: Fine, sharp, washed, natural sand or crushed stone with I00 percent passing
No. 16 (1.18-rzann) sie�e and no niore than IO percent passing No, 200 (p.075-m�n) sieve.
PORTLAND CEMENT MQRTAR SETTING-BED MATERIALS
Portla�id Cet�.ant: ASTM C l S0, Type I or II.
Hydrated Lime: ASTM C 207, TyQe S.
Aggrega#e; ASTM C 144.
Water; Potable.
MORTAR MIXES
A. General: CampIy with referenced standards and wit�� manufacturers' writteiz �nstructians for
mix proportions, rnixing eq��ipment, mixer speecfs, mixing containers, tnixxt�.g times, and other
procedures needed to produce set�ing-bed and joint materiaEs of uniforin quality and with
aptirz�uin performance characteristics. Disoard mortars and grout wl�en tk�ey have reached their
initial set.
:
C.
Cemeizt-Paste Band Coat: Mix i�ond coat to a co�sistency similar to tk�at of thick cream and
consisting flf eitt�cr ueat ceiment and water or cement, sand, and water.
1. �or latex-nzodifed porCland ceinent setting-bed inortar, subsiitute latex admixtt�re £t�r part
or all of water per directions of lat�x-additi�ve manufaot�rer.
Port�and Cement-Lirr�a Setting-Bec! Mortar: Type IVX connplying withASTM C 270, Propartion
Sp�cificatinn.
PART 3 - EXECUTiON
3.I
EXA.�INATTON
A. Exatnine areas indicated to r�ceirre par�ing, with Installer present, for compliance witli
requirernents for instaIkation �oierances and other conditions a�Fecting perfarmance, Proceed
with installation only after unsatisfactory conditions have been correc#ed.
3.�
PREP,A.RAT�ON
City of For� Worth Evans A�enite: HZi' Jab No. Q3-0768.02
�uitt-Zollars, Ine. Ju1y 2G, 2�OI a2��0-4
A. Vacuum olean concrete substrates to remove dirt, dush, debris, and loose particles.
B. Remove substal�ces, from conerete �ubstrates, that cou�d irn.pair mortar band, inchiding curing
ai�d sealing compouiids, form oi1, and laatance.
C. Proof-roil prepared subgrade surface tn check for U��stable ar.eas and areas requiring additionai
campactian. Praceed witij uiiit paver installation only after �deficient subgrades have been
corrscted and are ready to receive subbase for u�ait pavers. .
3.3 INSTALLATi�N, GENERAL
A. Do not use utlit pavers with chips; �r�cks, VOt(�5� discolorations, and other defects tl�at might be
visible or cause staitzing in fiiiished work.
' S. Mix pavers from several pallets or cubas, as tl�ey �re placed, to praduce uniform blend of colors
� and textures.
C. Cut unit pa�vers wi�h motor-driven masonry saw equipnnent to pravide clean, sharp, unch�pped
l edges. Cut units to prorride pattern indicated and to fit adjo'ruing wark neatly. Use fi�ll uni�s
without c�itting where possible. Hamm�er cutting is not acaept$ble.
D. Joint �'attern: As indicated on plans.
E. To�erancas: Do not ax,ceed i/16-inch (I.f�mm) unit-to-unit of�set from flush (lippage) nor 118
inch i�� 2� inclies (3 mrn in d0� mm) and 114 ineh in 10 ��et (6 mm in 3 m) from lavel, or
indscated s�ope, �or finished sur£ace of pa�ing.
F. Expansian and Control Joints: P�ravide for sea.lant-filIed joints at locatio�s and af widths
indicated, Provide joint f�ler as backing for sealant-filled joints where indicated. Instal� join#
fill�r bei'ore setti�g pavers.
G, Where pavers embedded in concrete are indicated as edge restraints for pavers s�t in �aggregate
setting bed, install pavers embedded in concrete and allow concrete to cure befare placing
aggregate setti�g be� and rei�tainder o� pavers. Hold top of concrete balow aggrega�e setting
bed.
3.4 AGGREGAT� SETTING-BED PAVER APPL�CATIONS
A, Cnmgac# soil subgrade ti►nifornnIy to af least �5 percent of ASTM D 1557 laboratory density.
B. Plaoe aggregate and base in thickness indicated. Cotnpact by tampin� witk� plate �ibrator anci
screed to deptn reqti�ired to allow setting of pawers.
C. Place leveling cai�rse and screed to a thickness of 1 to 1-112 inci�es (25 to 38 mm), taking care
that moisture cantent remains constant and density is lo�se aud constant untilpav�rs are set and
campac#ed.
D. Tre�t leve�ing base with soil sterilizer to inhibit growth of grass and weeds.
City oiFot�t Wortli Evans Avent►e HZI Jab No. 03-Q76$.02
Huitt-Zo11Rrs, It�c. Jttly 26, 204� A2'�SO-5
E. 5er pavers with a mi�ai�num foin� widti� of 1/�6 inch (1.6 mm} and a rr�axim�m of 1/8 inch (3
mm), being carefii! not to disturb le�eling base. Ifpavers hav� spacer bars, place pavers hand
tigl�t against spacer bars. Use strii�g lines ta keep straight Isrles, Fi2I gaps betweea� units ttrat
exceed 31$ ik�cl� (10 mrn) with pieces cutto.�t froin furl�size unit pavers,
When instal�ation is p�r�ormec! witI� mecl�a�iical �quipinent, use only unit pavers with
spacer bars on sidas o�'each unit.
F. Vibrate pavers into Ieveling course with a iow-amp�itude plate vibratar capabl� of a 3500- to
5000-lbf (16- to 22-kN) compaction farce at 80 ta 90 Hz. Perfonn at least t4xree passes across
pavrng witt� vibrator. Vibrate under the follow�ng canditions:
1. After edge �avers are insta[led and t�ere is a campleted surface or before surface is
exposed to rair�,
2. Befare endiug each day's work, fully campact inst�lled concrete pavers ta within 36
inches (900 mm) of the layic�g face. Cnver open layers with no�staining plastic sl��ets
or�erla�ped �8 innhes (I200 mzn) an each side of the iaying face tn pxatect it from rain.
G. S�reaci dry sand and fi�l joints immedia#eiy after vibrat'vngpavers into leveling course. Vibrate
pavets and add saiic� unti] joints are completely �1led, �hen remave �xcess sand. Leave a slight
surplus of sand an th� surfaoe far joint fi�ling. -
I�. Do not allow trafiic on installed pa�+ers until sand has been vibrated into joints.
I. Repeat joint-fzlling process 30 days later.
3.5 MORTAR SETTiNG-$�D APPL�CATIONS
A. Saturate concrete s�bbase with oIean water s�veral hours �efore piacing set�ing bed. Remove
surface watar about one hour before placing setCing bed.
B. Apply cernent-paste i�ond cvat over surfrace of concrete subbase abaut 15 znintttes befare
plac9ng setting bed. Limit area of bond coat ta avoid its drying olrt ba�are plaaing setting bed.
Do tiot exceed 1/l b-inch {].b-mm} thicicness for bond c�at.
C. Apply mortar bed oves' bond cast irn�nediately after applyi�ig band coat. Spread a�nd screed
settiiig t�ed to trtniforrn thickness at subgracle elevations required for accurate settic�g o�pavers to
finished grades indicated.
D. Mix and place only that amount of mortar bed that can be cavered with pavers before initial set.
Cut back, bevel edge, rer►�ave, aiad discard sei#�ng-bed materiaf that �as reached initial set
before placing pavers.
E. Wet bricEc pavers or stane befare iaying if tt�e irzitia� rate of �.bsorptiort exeeec�s 3p g/30 sq. in.
{30 g/i94 sq. cm} per min��te when tested perASTM C 67. Aliar�v uniis to absorb water sa they
are damp but not wat at the time of laying.
�. Plaee pavers before initial set of cement occurs. Immediately before glacing �avers on setting
b�d, apply uxaifrar� I/16-u�ch- (1.5-mm-} thicic, slurry bond caat to bed or to back of eacf� paver
with a flat trowel.
City oiFnrt Worth Evans Avanue HZI Job No, 03-0768.02
Huitt�-Zo���rs, Inc. Ju1y 2b, 2001 U2i80-G
. ,�
I�
.�
i
I
�
�
�
G
�
Tarnp ar baat pavers wxih a wooden block or rltbber matlet to obtain fiill contact vwith settii�g
bed ar►d to bring finished surfaces withi�x ir�dicated toieranccs. Set each paver in a single
op�ratian before initial set of mortar; do uat return to areas already set a�ld disturbpavers for
purposes of realigning finished surfaces or adjUsting�oints.
Spaced �oint Widths: Butt joint, with sand swapt inEo voids.
3.6 RE�AIR, POTNTING, CLEANING, AND PROTECTIDN
A. Remo�e and replac� uni# pa�vers that are laase, chipped, broken, stained, or otherrvise damaged
ar that da not match adjoi��ing units as intended. Provide new u��`ris to match adjoining i�its
akld install i�� sa�ne mai�ner as original units, with sai�e jnitrt �reatment and wit11 na evidence of
replacement.
END OF SECTION 0278U
c;� �� �fl� wn�r>>
H�€itt-�n�lars, Inc.
Evaiis Avemie
Juiy 25, 2001
�� ro� NQ. 03-o�5s.o2
o�7sa��
�
0
�����on� v��7�
� ��n������� »�����r�vn� ��r����
�A�T '9 �d C��N��L �
�.'i �G�P�;
A. Furnish all work ar�d materials, appliancss, tools, equiprinent, facil�t€es,
transparia#iQn, an� services necessary for �nd incidental to pertorming all
� apera#ions in connectio� with ihe installatian of under�round sprinkler
' irrigation system complete, as shown on drawings andlor spec�ied herein.
When tfie term "Contractor" is used in fhis sectian, it shalE refer to the
irrigation Cor�t�ac�or.
B. Re1a#ed Wor[c Speai�r�d Elsewi�ere:
1. �edirt� and 5ndding: Section 02930.
2. Cortcrete: Section 02515.
3. Mi�c. Equipment. Sectian 428�0.
�. F�cteriar Furniture: Sectio� 129d0.
9.2 ��lAL1iY ASS�I�NC�.
The �ol�owing CQdes, Regufafion5, Reference Stan�a�ds, anci S�eci#icatians apply
to wnrk inc(�d�d in this seciion: ASTM: D224�f , L724B4, p248B, �2584, and D855.
'i.3 V►d'.��i;A[ViY �1(�� N�A�iVT'�itiiAo�lC�:
A. The Contractor �hall warranty mat�rial and workmanship for ane year after
f�nal accepianoe iricfuding repair and re�iacement af defective m�ieriats,
wvr�kmanship, and repa�r of baclsFli settl�ment.
1'
4
t
�,
B. Maintenance durin� warraniy shall include, but nat necessari�y be limited to,
the faliawing:
1. Adjustm�nt of sprinf�er height and piumb to compensate for settlem�nt
andlor piant growth.
2. BackfHEng af all trenches.
,
3. Ad�ustm�n# of he�d Gouerage (ara af spray) as necessary.
4, Unstopping heads plugged by forelgn m�terial.
5. Ad�ustment of aontroller as necessaryto insure �roper sequsnce and
w3tering time.
EVANS AVE.1RRiGATION 02510-1 Ui/2+�l01
G. AI{ maintenane� necessary to keep the system In good operating nrder,
Repair of damage caused by v�ndals, o#her confraciors or weather
condiiions shai[ be considered e�ra #o these sp�citica#ions.
C. Vllarra�tty and mainte�ance after final acceptance does nat include �Iteratians
as necessikated by re-l�ndscaping, re-grading,. additian of trees ar the
addition, andlor changes in sidswa[ks, wafis, dr�reways, etc.
7.� S�1�Nl1Y��4LS:
A. The Cantractor sh�li submit shop drawings or manufacturer's "cut s�eet" far
each type af sp�inkler head, pipe, contrn(l�r, valves, check vaf�e assembiiss,
�alve bo�s, wire, canduit, fmings, and a!I other types of fi�ures artc�
equipment which he propnses to insiali on the job, The Submittals sha!!
inciude the manufacturer's name, mo�e! number, equipm�nt capacity, and
manufacturer's i�staflation rec�mrt�endatinn, if applic�b{e, for each propnsed
item.
�. Na partial submitisls wil! bs acCepted a�d submittals shal[ be neatfy baund
into a brochure and logically orgartized. After the Subm(tkals have been
appr�ved, substitutions will not be allowed e�aeept by written consent of the
�antractin� �}fficer.
G. Shop drawings sha11 include dimensions, eie�a#ion�, canstruction, cEetalls,
arra�►gements, and c�pa�ity of equ9prnen#, as v�tell as manufact�rar"s
instaHat9on recommendatinns.
�.5 "A��R(�V�D I�[�UAL" SUf��TiiU�f�l��:
Se�eral i�ems !� #his sectinn and art the pfar�s �re specified by a manu�ac#urer's
brand name and cata�og number, fotlowed by #ne phrase "or approved equaf".
Tf�is 3s nof intentled to unduiy restrict compet�t�ve �raaurem�r�t or bldding, but is
done tn assure a minimurn star�dard vf qt�ality wh�ch is beli�ved fo be iaest for the
item specified.
�.s �����r���t�w�Y�:
A. All waric under this sectiar+ shall comply wiih ihe prnuis�ons of these
Spea�ca#Eans, as iflustrated an the accomp�nyin� drawinBs, or as cfirected by
the ConiracEing Officer ar�d sha�l satisfy all applicable local codes,
ordinances, or regulations of the governing �nd��s �nd all authorities having
juristSiction ove�'this Pra�ect.
�. Ir�stallatiar� of equipmeni ana materfais shall be done ln accordance witf�
requiremer��s of the National �lectrical Code, Ciiy ofi FarE Worth Piumbing
Code, and standard plurr�bing pracedures. Th� drawings and t�ese
5pecif�catior�s are irttended to comply w�#h aIl #he necessary eules and
regulatiorts; nvwever, some discrepancies may occur, the Contractar sha!#
immediately notify#he Contracting Offioer in writing ofine discrepancfes and
apply for art �r�terpretation� 5hou�d the disca�ery and nofi#�cation occur atter
the executio� of a cflntract, any addi�ior�al work require� for camp[iance w�#h
the regulations shall be paid for as coverecf by these Coniract documen#s.
�VA�iS AVE. IRRIGATkON 0287t}-2 d)!2Q
C. The Contractor shalf g�re ai[ neaessary r�otices, optain ali permits, and pay aEl
costs in connectior� w�th his work; fi�a with ai! governmental departmer�fs
having jurisdictiort; obtain aA r�quired ceftificaies of inspectfon fnr his work
and delN�rto the Gantracting Offcer. �
D. The Coniraefor shail include in fhe wor�C any labor, materiafs, �en+ices,
appara#us, ar drawings �r� oMer to carr�ply with al! ap�rlEoable laws,
ordinances, rules, and regulations whether or not shown on tha drawings
ar�dlnr specified.
E. The instaliafian of the irri�ation system shalt �e cnade �y �r� inctividua! or �irm
duly licer�sed und�rA�ti�le No. 8751 VF'C5, Titled "Licenssd lrrigatflrs Act",
S.B. No. 259 as passed by.the 66th Texas Legislature.
�,7 Uiil.,1YI�S a �Q��e`iION f�N9 �����!'iI�N�.
A. Loca#�ons a�d el�vations of �ario�s �#ilities lncluded wit� the scope of this
work have been nbtained from tlie most reliable sources availahle and s�oulc!
serve as a general guide wikhout guarant�e to accuracy. The Contra�tar shall
e�mine the Site and ver.ifytn his own satisfactian the lacations ar�d elevation
af al[ utiti#ies and a�aitabflity of utfiities and serr�ices required. The Gnntractar
st�al� �r�form himseli as ta ti�eir relatian to the watk and #he submission af blds
shali be deemed as�evtdence thereo#. The Contractor shaN r'epair at his own
e�ense, and to ihe satisfaction of the Contracting Officer, for damage to ar�y
uiility shown or not shown on ti�e plans.
B. Shoult3 t�tilities r�ot shown on the plans be found during excavat�ons,
Contractor shali promp#iy natifiy ihe Contractin� 4fficer fc�r instrvct�ans as to
furkher action.
C. Cflnfr�ctorshai� malce necessary �d�ustments in the layout as rrtay �e
requi�ed to connect to e�stir�� stub-ou�s, should such stub- o�ts not be
located exactly as shrnnrn and as may be rec}uired to work acaun�# existing
work, at no i�crease in cost io the Owtti�r. All such work will be recorded on
recard draw�ngs and turned over to ti�e Gonfracting Officer prior to finat
acceptanc�.
7.� R�C�R� C���lIf�C�:
A. Record dimensioned locatiar�s and de�ths for eacfi of the finilowir�g:
1. F'alnt oi conne�tian.
2. Spr�nkler �ressure line roufing (pro�ide dime�sians for each 100 lineal
#eet {maximum) along each routing, and for each change irt direcfions).
3. Gate valves.
4. Sprinkler control �alves (buried only}.
5. Controi wire reufing.
EVANSAVE. iRftIGATE�N 0284�-3 Q7l2�41Q9
6. Other refated items as may be directed by the Con#racting Offcer,
B. Locata all dimensfans from tw� perma�ent points (buildings, monuments,
sir�ewall�s, curbs, or pavements).
C. Record all changes which are made from the Contract drawings, fnclu�ing
changes in the pressure anci non-pressure lines.
D. R�cord a!1 required ir�formati��r or� a set of back-iine prinfs of the Gontract
drawEngs. Da nat use these �rints for any other p�rpose.
E. Maintain inform�tion dafly. FCeep Contract drawings at t�e Woricsike at ali
tir�es and avaifab�e for �'ev�ew by the Contracting Officer.
F. W�en recore! drawings ha�e been approved bythe C�ntractiRg Qfficer,
transfer all informatiort to a set of reproducible mylars using permanent India
ink. ChaRges using ball-point pen are nat acceptabls. Ma�e dimens�ons
�ccurately at the same scale used on original Drawings, or larger. If p}�oto
reduction is requlr'ed #o facll�tate corttrodl�r chart housi�g, nafies or dimension
m�sf be a mirtimum 1/4 irtch in size.
G. Repraducible mylars will be furnfshed by t�e Contrac#ing Officer at cast for
printing and hancllft�g. � � -
1,� �`,�IV`���I���€� CFi��T�:
A. Do n�! prepare charts unt�l record dra+�ings ha�e been approved t�y the
Cantract�ng Offlcer.
B. provide ane oontraller chart far each autama#ic contrafler irtstal�ed.
1. Chart may be a reproduction af ti�e recard drawing, if the scafe permiEs
fitting the cor�#roll�r door. If p�o#o reduation prinfs are requ'rred, keep
raduction to ma�amum siz� possibfe ta retain fu31 legl�ility,
2. Chart shall be back-lin� print t�fthe actuai system, showing the arsa
covered by that controNer.
C. Idet�tify the �rea of caverage of each �'emote aontrol �lve, using a disfRnctly
dliferent pastel colar, drawn over the entire area of coverage.
D. Follawing appro�al of charts by the Confracting Officer, they shap be
hermetically s�aled be#ween twQ layers af 2D mli. thick piastic sheet.
E. �h�rts must be compfefed and approved prior fo f�rtal aa�eptance �f the
irrigation sysiem.
'I.10 �P'��Ai[�IC� AN� MAII�iLiVAIV�E �AAI�U�L�:
A. Provide individual bound manu�ls defailing aperating and rr�aintenar�ce
�VANS AVE. !RRlGA�'IO�I 028'� 0-4 07/24/01
requirements for irrigation systems.
g. Manuals shaA he delivered #a the ContractEng Officer rta ia#er than 10 days
prior to com pletion of work.
C. Provide descri�tians of all instalied materials attd systems in suffic�en# detail
to permit maintenance person�el fo understand, aperate, and maintain the
- equipmen#.
�
� D. Provide the fallowin� in each manual:
� 1. lndexshaet, stating Irrt�ation Co�tractor�s �ame, address, telephone
�umper, and name ofi persan to aon#act.
i _ 2. Duration otiguaranfee periad.
3. Equipment }ist pra�iding the follawmg for �ach �tem:
� a. Manufac�urer's name.
�
b. Make and model number.
' c. Name and address of locaf manu#ac�urer's representative. ,
' d. Spare parts I�st in detatl. �
�
e. Detai�ed operating and main#enance instructions of majar
eq�ipment.
9,11 Cb��K�,ISi:
, A. Pro�ide a sfgned and dated checklist, and deliver to the Cor�ractir�g Officer
pr�Or to finat acceptance of the wark.
B. Use the fa�kowing #ormat:
1. I'lumbing permits: if none requirec�, so note.
2. Mate�al approvals: apprnved by and r�ate.
3. Pressure 19ne #ests: by whom and date.
�. Recard Drawings: r�c�ived by and date.
5. Coniratler charts: received by and date.
6. Materials furnished: receiv�d by and date.
7. OperstEon and maintenance manuals: received by and date.
8. Sys#em and �quipmer�t operatio� instrua#ions: received by and date.
�VANS AVE, IRRiGAT[ON 0281U-5 0�1�4101
9. Manufacturer's warranties if req�ired: rene�ed by anci dat�.
10. Wr�ten guaranfee: receiWed by and date.
11. Lowering of heads in lawn areas: tf €�camplete, sa skate.
1.'fi �L�C�'�I� �B��R.'
Elec#ric power to operate the controlle� shall be fumfshed by the Gonifactor unless
otherwlse noted on the pfans. S�rvice wirfr�g io tl�e controlier cabinet shalf be
furnished hy the Corr#ractor.
1.'9 3 Vl��i�� F�R T���'�N�:
Unl�ss noted ot�er�rrise an ihe p[ans ar eisewhere, furnish all water necessary for
testing, fiushing, and jet�ing,
'C.i� SL��l�I�� �ND ������I�AL ��N�UIY�.
Siee�es and eiectrfcal condufts have been insta�ied as t�oted on the drawi�gs.
Contractors shall be respansible for locating ali sleeves and conduits at na
�dditi�nal cost to #4�e Authorfty.
���T 2 p� �R��UCT'�
�.� G�NI��L: �
Unl�ss otherwise noted on the pfans, al! mater�aEs sf�aN be nsw and ut�used. The
irrigation equipment catalog numbers used far reference ir� ihese Spec�ications
at'e to establish minimum quaRity standards and may be substit�fed wfth an
"approved equal" as outiined in Paragraph �.6 of this seotion.
�.� P��YII'INYL GbL��[�� f��P� (PIIC P1��):
PVC pipe rr�anufactured in accordance with ASTM S#andards noted herein.
A. Marking and Identificataan: f'VC pipe sha�l be con#inuously and permanently
marked with follawing information: Manufacturer'� name, size, iype of pipe,
and mater3al, SDR number, Product 5tandard numb�r, and 1he NS� {Natlonal
Sanitation �'oundat�on) Seaf.
B, PVC pipe f�fings: Shall be of the same material as the PVC pipe specif�ed
�nd compatidle with PVC pipe furnEshed. 5olveni wefd type shall be
Schedule �0.
C. PVG �9pe: Shali be Class 20U solvertt weld, S�R 21, PS 22-7D for alf sizes
314" - 2". A�i %a" pipe shall be solvent weld SDR- 13.�, CI8S5 315.
D. Ffe�able PVC Risers (Nipples): AI! flebble PVC nipples shall be made �rom
virgin PVC material, and shall camply with ASTM D2287, shafi be tested at
200 P.S.E. static pressure for 2 hours ar�d F�ave a quick burst rating of a
minirr2um 4U0 P.S.f. Fie�able PVC �ipe nipples sha�1 be faciory assembled
aniy,
EVANS AVE. IRRiGAT1C7N R281 [}-6 07/24/01
i�
�.� ����� ������:
Swing Joir�#s shal! �e Q-ring seal type.
2.4 l��RE 19e�1� ��LIC�S:
A. A�I WI4'8 SI�21I� bE 5E�l�IB 5tf'�1�(i SO�� Cd�7�,}Bf, msnimum 44 gauge with type U�
insuiaiian which �s U�derwrikars l.aboratory appro�ed �or direct undergrnund
b�rial when used in a National �lectrical Code C�ass [I Circui� (3D volis AC ar
less) as per Articles 725 and 300. Voltage drop shail be taken into
car�sideration.
B. AII wire s�all be color coded so t�at the commar� wire shall hawe white
ins�latfan and th� signal wire� shall have red insu�ation.
C. A!f wi�e conr�ectors shaii harre a#wa-piece PVC hausing wi�ic3�, when fiiled
with resin epoxy and prsssed fngether, forms a permanent, nne-piece,
mois#ure�proof w�re sptice. Spllces at contrnl vaives shall be Eeft e�aosec! in
valve bo�s. No splices will be allowed in t�e common wire except wikhin 18
inct�es of a control uaEve.
D. Al� connectors shaEl be UE. listed, rated 60D voEt, far pVG i�su�ated wire, No
wire spiiaes shail be buried.
2.� C��1fCl� COU��,IN� �'�L1�'��:
A. G�uick cQupling ua�ves shall be compa�ed o# a brost�e cast body wittt a
weigt�ted metal cover.
B, The valv►� shalf acaept a single 1ug 1 inch brnnze valve keyfor aperation.
C. Pro�C1e one (1) V101 couplsr and one {1) No. �10 hose swiivel e4� for each
quic[c aoupfing �alve shou�rn on t�� plans.
�.� C�Aoi� V�����:
A. Gate ualves 3" and larger shall be M& H, resRient s�ated w/2"
operator r�ut or �n approved equal and have bell or spigot er�ds, flanges
or ather jQints as required #or the piping In whlch they are installed. All gate
valves shall be manufactured af Class D cast iro� or brass conforming to #he
AWINA Siandard C- 549, ar ta Fecleral Spacification !NW-V ��, Class
�3. Gate valVes shall be d�sig�ed for a minim�m weter working pressure of � 50
psi. Gate valves shall ha�e a clearwaterway equ�l to the full naminal
dtamete� of #he valve and sl�ail be opened by turr�ing counferciockwise.
C. Valv�s 2-�/2 tr�ches ar�d. smaller shafl be NI�CO T-113 all bro�tze ga#e valve
ar an approved equa�; and snall confarm to �ederal SpecifcatEon MSS-
EVANS AV�. IRRIGAT30N 02810-7
a7l24/a1
5P8Q. .
�.i lI�LV� ��X��:
A. A boxshal{ be pro�ided for a[I automafic control valves, quick couplers and
gate vaEves, � � .
B. Val�e bo�s in piant�d areas for ga#e vaives and automatic cantrol �alves
shafE be cycolac piastic 1d'" dia. adJustable hs�ght bnxes. Valve boxes in
planted areas �ar quick couplers shall be cycalac plastia S" dia. adjustable
height bo�aes. All valve baxes shakl utilize lock�ng covers. V&IV£ L14X85 SFFAII
be manufactured k�y Amtek �nrp. ar an approved equal.
C. Vaive boxes installed in paveti areas for�alves, quicEc cauplers and double
check rra{ve assemblies sha11 be precasf concre�e, Brooks or an approved
equal, and size as per City of Fnrt Wo�h specifications. Cavers shalf be casi
iron, IocRing.
❑, E�Qension se�tians will �e used as appropriate ta the depth of piping.
E. All valve baxcovers shail boit down ar hav� locking mechanisms and shall
be calored gree� or bl�ok or as sel�cted �y the Contracting Offlcer.
�.� ��RINKL��d t��AD�:
A. 57bZ Sprinklers
The sprinkier shall be of the f�aed spray type designed for in-ground
insiallation, 7he sprinklersha�l be capable of accepting al� �7Q Series s}�ray,
sirearri, flood, a�d miero s�ray nozzles and male-thr�aded risers and
e�denders. 'Che sprEnkler shall operate wi�hin a 20 - 75 PSf pressUre rar�ge.
The sprinEcler shall have an In-riser pressure regulator that maintatns constant
pressure ta eliminate m€sting and fa�ging caused by pressure above 3p PS�.
The sprin�ler shall ha�e a h[gh-flow shUt-ofF devica built into the riser that
raskricts water loss if nazz3e �s removed or damaged, eliminating potential
erosion or safety �Ss�Bs. 7he shut-off devnce shall allaw for nazzle and frlter
replacemen#s or mainte�ance while the sysiem is running.
The body and cap of the sprinkler shall be injection mafded from A�S, a
nan-corrosi�e, im�act-resisfant, L1V-resistant, heavy-duty plastia material.
The sp�inkler shali have � color-aaded ris�rscreen fliter, stainless steel or
plastic, appropriately s9zed to prevent entry of fare]gn material tc� the nozzie.
Ail par�s shall be r�movable through the to� af the sprinkler case.
7he sprinkler sha0l�ave a single-piece riserlbody seai, th�t f�ushes oniy upon
retraction to clear any debris frorn araund the riser, and a stainless si�el
spring to ensure positive retraction. T'he seai shal! harre no flush during
� po��up to allow ihe ma�amum number of sprinkiers per s�ation. The seal
shal! be a singfe piece injection molded fram Alcryn, a synthefic ��bb�r.
EVANS AVE. IRRfGATION 02�10-8 q7124/01
ihe sprinklet shalE be capable of nozzle afignment via a two-piece ra#cheting
riser. The sprinkfer shalt be available an modeEs with a check valve ar
s�andard r�odels shail be capable of accepting a check valve that wi�l
�ravent low head drainage wikh ei�vatian differences up ta 1U'. A�/Z' iJ.P.T.
plug shall be provided with ali side inlet rr►odels to plug the unused in4et.
A degradeble f�ustl pfug �nd ptunger shall be facfary-inst�lled tn eliminate
debr'ss intruslan �uring insialiatPon and iine flushing.
A lavender effluenf water cap sha[� be available, f��ory pre-�rts�lled. A
lavertder sfflusnt waier cap st�ail also be avai�able ar�d capable of sna� f�ting
ta alE sprinkler caps.
570Z-P WC-4!'
The s�rmkler Shall bs of {�op-�ug design witi� an o►rerall �ody hetght of 6tl114",
� a body diameter of 1-3f8", a cap dEameter of 2", and harring a po�-up siroke
of 4-114".
�74Z PRX�BP a�d S�OZ-pRX-BF' S1
Tne sprir��#er shall be of �oQ-up design with an ove�al! body heig�t of 8-1/4",
a body diameter of 1-3f8", a cap diameter of 2", and fiaving a po�-up stroke
of 6-114".
57DZ 12P SI
The sprinkler sfiali be of pop-up design w�fh an overafl bady height of � 5-'�!2",
a body diameter of �-5/8", a cap diameter af 2", and #�av#ng a pop-�p stroke
of 12".
The spriNcter shall be a madel number 4SS7ar�d shall be manufactured by
Th� ioro Company, Irrigat�on D�vlsior�, Rive�ide, Ca[ifornia, U.S.A. or an
appraved �qual.
�.9 ��6�l��R iR�iCAi°I�N �FA�3S.
Sq� Stream and �lood �a1�blers
Adjustable �lood Bubbler
The sprinkt�r sk�a�l be a f�oaci �ubb�er type desig�eei for abave-�rounci insiailatian with a
bndy height af 1-Z/2" ar�d a body diameter of 1-1l2". TY�e sprinkter shall operate within a
1 D - 75 [J51 {il'@S5llfE f8f3�8. �
The sprinkler sha11 be injectian ma�ded irom ABS, a non�carrosive, impac�-resistant,
UV resistat�t, heavy-duiy plas#ic material. Tfie sprinkler sl�a41 h��e a seNiceable �I�stic
frlter screen appropr�ately s�zed to prevenf entry of fo�eign materiai info tl�e nozzle.
The sprinkler sha11 have a�tainiess s�es� radic�sl�low adjustment screw capable of full
si�ut-aff.
1"t�e sprinkler shali be a model number and shall be man�f�ctured by The �nro
Company, Irrigation �ivision, Ri�erside, Califamia, U.S.A.
EVANS AV�. IRR�GATION 02810-9 t}i/24/0'f
�.�� �L��iRI� ��I�il��� �Of�i��L'1��►LV��:
��3 Serie� Valves
The ['I"! 1-1/2" 12"� 252 Ser�es vafve shaff be of globela�gle configuration with a
female-threaded inlet and ouflet. The �alue cap shal! be canstructed of gl�ss�fllled
Zyfef(R) fa� stahilily ur�dsr pressure. The 1�1/2" and 2" walv�s shall it��e a stairtiess-stael
valwe seat for maximum durability. T�e d�aphragm shaiE be of sir�gi�-piece rubber
construction t� retain fle�biEity �nd pro�it3e maximum seaEfn� throughaut � area. Ti�e
valve sha{I have a fabric-reinfarced diaphragm on 9-1I2" and 2" models and a rut�ber
dia�hr�gm an 1" modeEs. The dEapMragm assembfy shalt form a solid-piec� compon�nt.
The valve �hall ha�e a fon+ward-flow design and an e�ernal manugl dawnstream
blsedfflush. The valve shaN have manua� flow cvntral wiEh a�and-operated, rising-type
flow-co�#roi stem wEth a contro! whee�fhandle. �ar 1" modeis, frfcfion loss a# 40 GPM
shall not e�eed '�.5 PSI on electric, angle valves and 9.S an elec�ri�, globe valves. �or
1-7I2" models, frlction loss at 120 GPM shall nat exceed 1�.0 PSI on hydrauiic, angle
�aives;13.5 PSi on hydraulic, globe �valv�s; 9.Q pSi on electric, angle val�es; and 15A
PSI on electcin, glabe �ralrras. For 2" models, frieiian lQss at 18Q �PM st�a1C nat e7aceed
6.0 P�I or� hydraufic, angle val�es; 11,Q PSI on h�drau(ic, gloGe v�ives; 7.0 F�SI ort
electric, angle valves; and 11.a F'S! on electric, globe �alves. The bur�t pressure safety
ra#ing shall be 750 PSI.
An effluent flow-control knob and BSP threads �ftaEl be av&ilabfe o�tions,
Electric Madels
�'he v�lve shai[ be norrna9fy closed by internal water pressure. A[1 S"/2+�"� salennid lead
wire shakl b� attached ta a r�mo�ab{e 24V a.c., ��18b Hz satenoid wit#�► a waterproof coii.
The valve shall have a seif-cleaning, stainless-ste�l metering p9ri ta pra#ect hleed parts
and purge contaminants.
Pr�ssure-Regulating Models
�'he pressure regul�tor sh'�II be a manually operated, lacking iype �nd shall r�gulate
precisely over a 1 S-� 25 PS1 range. 7h� regulator shall malntain tY�e set pressure within 3
P�i �w'tth a miRir�um 1U PSI ciifferentiai between iniet ar►d outfet), TF�e valve shali
contain a built-in 5chrader�iype �►alve fEtkin� fnr attaching a pressure gaug�. The vai� -�,
shall haWe a removable, selfi flush9ng, 120-mesh, stamEess-steel filter scr�en.
Car�#amir�ation-Resista�t Modefs
Ti�e �aive sltall have a removable, self-flushing, 120-mesh, stainless-steel �Iter screen.
The �alve shakl be develn�ed, m�nufactured, qu�lifie� and released in the USA. ihe
v�lva, madel �turr3ber 252,� 27- XX, shall be manufactured by'The Tora Ca�mpany,
Irrigatior� Divisian, EI �aso, Texas, USA.
�.� � ���c��r� ���uT�ca����:
A. EL�CiRIC Il�RIGATI4N CON'TROLL�R(5) SHALL BE HLlNTER iVlOp�� ICG {'I2
STATION), OR AN AP�ROVED EQUAL, CAPABL.E OF OPEFtA�TING iH� Idi.fMBER OF
STATIONS AS 1NDICAT�.D 4N TH� [7RRWIN�S. ThlE SYSTEM 15 D�SIC�NED TO
OAERATE ONLY DN� S�CTION VALV� AT A TIM�, IiNLESS OiH6RWISE NOT��.
B. POWER SOURCE SHALL BE STANbARD ') �� UOLT 60 CYCtE AC. C7l�TPUT FC)Ft
�VANS AV�. IRRIGATIUN 42814-� U 07/24I09
OP�RAI'I�N OF GQMAA�fEQN 50L.ENOIp AC7UA7ED VALVES SHAL� B� 24 VOL7S $0
CYc�� AC.
C. �PEF2A�"IbN O�'THE CONTRaE.LER SHAt� �� �ULL AUTOMATiC, IMCO}iPQRATIIVG
OiVE 24 !-IOUR CLOGKAN� i4 DAY CRl.ENDAR PER COI�TROLLEA NUMBER OF
�l.EC7RlC VALVES SHOWN OI� TH� PIANS 70 SiART TN� SPRINKLENG CYCLE ANY
HOUR OR HOUftS OF THE l�AY Qft NlGHT OF ANY DAY OR DAYB OV�R A REP�ATINC3
14 DAY i�ERfoEI.
D. `I�NE COIVTf��LLER SHAL.L B� CAPABLE OF REF�EATING WAT�FtENC CYCL�S AS
REQLiIRED WI'TH A MA?CEMUM d�LAY BEiWEEEV THE ENDIiVG OF ONE CYCLE RND THE
B�GlNN1NG OF TH� NEX� NQTTa �XC��D 2 HQURS. CON7ROl. SHALL PRQVip�
OPTIONA�. 5EMI-AUiCfMATEC Op�RA710iV WFiER�BY THE AUiOMATIC CYCI.� AIlAY BE
STARSED IPI[3EP�NDE�fi OF TFiE C1.QCKANC3 MANLIA� OPERATICIN WH�R�BYANY
STATIOIU MAY B� OF'ERA7ED BY FiAiVD WC7EP�NqEN7 OF ALL TIMING M�C�IAEdISM.
TH� GH010E QF AUTOMATIC DAY QR HOU� PF20GRAMMING SHALL 8E AVAtIABL� 'i0
7H� O�E,FiATOR OIV �"HE FAC� OF TH� C�N7R��. FANEL WITHOU77H� USE OF
T04L5.
E. TFi� AUiOMATIC CONTROtLER SHALk. B� �C�l]IPPE�] WITH RAihlP�2aOF HOUS�NG.
TFlE {ftFt�GATfON GONTROLL�R(S) SHALL p� MANU�'ACTUREd BY HUNiER
IN�l3STRl�S , 5AN MARCOS , CA OR AN APPROVED EQUAL.
�.�2 �,�{�r���caw �����i����:
A. A DOUBLE GATE VALV�, DQUBL� CFi�CK ASSEMBLY SFIALL F��CO MOD�I� $05, OR
AN APPR�VED EQiJAL. 7W� DOU�I.� CHECK ASSEMBLY SHAl.L B� #�QCATED AND
SIZ�D AS SHOWM O!� �"H� PIANS. � ��
B. CO�iSTR4�CTl��f SHAI.I. f�� ALL BRASS FOR SlZES 314" - 3".
C. THlS A55�MBLY SMAL�-B� Z�ISTALLED a� A BOX AND SH�ILL CONFORM TO THE CITY
F'LUMBING Cf�D�S.
�ART 3 �_ ��t��i��1�N
�.� IN�TA�,LAi��IV, ��f����:
A. C)ESIGN PR�SSURE: THIS i�if21(3ATI01V SY&TEPUI HAS B�EN DESICtdEC� 'TC3 OPERATE
WITFiA MENIMlJM S'I'ATIC INLET WATER PRES5URE OF �0 pSl A'� THE POINT OF
CONN�C'�V�1V. TH� CqNSR/�CiOR SHALL TAlCE A I�RESSUI2E REAbII�G PRIOR TO
BEGINMlNC C011tS7RUCT10111. IF THE PRESSl1R� �tFr4[]lNG 15 L�SS 'fHAN ABaV�, Tl-kE
CONTRA��'OR SHALI, EVQiIFYTH� COIVTRACI'll�� Q�FICER.
B. CONTRAC70R RESPONSi$ILITY: 'TW� CONTRAC70R SNAL�. NpT WILl.FULLY INSTALL
THE IRRIGATI�N SYSiEM AS SHOWN ON TM� DRAWIEVGS WHEfV IT IS OBVIOUS !N TH�
F4€LD THA�' n85�RUCiIONS, t3FtADE fliFF�R�I�CES OR T�iSCFtEPANCIES IN
�QUfPMENT U5A(3E, AREA DIMENSIONS Ofi WAT�R PRES5UFtE FXIST 1'HAT MIGHT
NOT HAV� BE�N C0�1SiQEREp 1�3 THE ENGiNEERIIVG. SUCFi �BSTRIICTI�IdS OR
DIF��I7�NCES SHALL BE BROElGH7TQ 7HEA1TEN3'[O�[ OFTI-E� CON7f�AC71NG
QFFIC��i IN WRITlPIG, IN THE EVENI' 7HIS NOTIFICATION IS N�T P�RF'QRM�D, ThiE
CON7R,4CiOf2 SHALl. AS$UME FUI.� �2�SPDNSIBiLITY FOR ANY F2�VISlON
NECESSAfiY,
C. STA�ING: B�F�R� INSiALIATION IS 5TAR7ED, PLAC�ASTAKE gR �LAG WhiE��
EACH SPRINKLER IS TO BE �OCATED� !N ACCORDANCE Wi'�H DRAWINQ. STAKINC3
SHALL BEAPPRObEd BY THE CpNTRACTING OFFiC�R B�FORE PF�OCEEaING.
D. PiPkNG LAYDtJT: P1PiiVO LAYDUT ES DIAGRAMMATIC. Fi0U7� PIPIIdG AR�UND
�XISTINO TR£�S ANI� SHRUBS IN SUCH R MANNER AS 3'0 AVOID �A9VIAGE i0
EVANS AVE. IRRIGAT{ON 0283 0-1 � Di/241Qi
�LANTIN�S. DO hEpT qld WI�HiN 1"HE BALL OF �IEWLY PLANTEg TR��S dFi SHRUBS,
E, iN AREAS WHEFt� TFt��S AR� PRES�hlT, TREiVCHE5 WILL B� ADJU57Eq pN SIiE TO
F'RflVIDE A MINfMUM CLEARAfVC� OF FOUR 'fIM�S THE TRUN}C ��AME7�F2 O� 'fHE
7RE� (A7 IiS BAS�} p�FVV��I� ANY TREE AND ANY TFiE1�CH,
F. ALL MA7�RIAL AND EQUIPMENT �HALL BE DELIVERE[3 TO THE WORKSk'�� IN
UNBf2OKE1� }��,EL5, CARTONS OR OTHER PACKAGII�G TO D�IVIONSTRA'iE �HAT SUCii
MA7Efi1AL IS iV�W AND QF A Ql1AL�Tl ANC! GRAQ� IN KEEPING WI7}� TH� INi'ENT QF
7FiESE SP�CIFICA710N5.
tlYtl �I1VFl! ����� ��RY ����b�IF�'�/•
A. TH� CONTRACT�R Sf�ALL P�RFORM Al.l. �XGAVA7iON 7� 1'HE bEPTH INDiGA'i�D kN
THES� SPECIFICAl'lONS AIVb C�[�TRACl' DRAWINd6. TH� BANKS OF TRENCHL�S
SNAL! BE KE?TA5 NEARLY V�R7lCAL A5 ARAC7ICA�L�. TRENCH�S SHALL B� WID�
ENOiJG}i TO AL.LOW A MIMIMUM O� 4'� BETWEEN PARALL£L PIPELINES OR
EL�CTFtICAL WIf�ING. WHER� �:OCK EXCAVATfOh� IS R�QUtRED, �JEt WHER�
STONES ARE �NCOUN7�RED !�1 Ti HE BOTT4M aF TFiE TRENCH TWAT WOULD
CR�A'�E l�, CONGENTRATED PRESSUR� QN THE pIP�, 7HE R�CK OR STQNES 5HAL�
B� R�MOVED TO A �EP7H dF SIX (B) INCH�S MElV1MUM BELQW TH� TRENCH DEPTH
lN1]ICATED. THE DVE�t dEPTH RpCK �XCAVA710N AND At[, �XC�SS iREEVCH
�XCAVAiiQN SHAiL BE BACKFILLED WITH LOOSE, nno�sr Er�r� a� sAr��,
TNdRDUGHLY TA�IiPEb. WH�NEVER WET OR C1TH�RWISE UNSTAQLE SDII, THAT IS
11VCAPABL� OF PFtOpERLY SUPPORTING "fHE P1P� IS ENC�l1A1TER�C? IN "CH� TFt�NCH
BOTI'C7M, SUCH SHALI B� REMOVED l'O A DEATH AND LE�laTH REQUlR�D, AiVp THE
7REiVCN BACKFILLEC� TO 7Fi�i�GH �OTTQ{►A GkiADE AS HEREINAFTER SpEC����D,
W1TH GOURSE SAND, F'IN� GRAV�L.OF2 OT�{�R 6UITASLE MAT�RIAL. '
B. B�TT4M i)F TR�IVCH GRAD� SMALL B� COiV7[NU�D PAST C3Fi�UN� SURFACE
I3�i11A1'IONS'f0 AVO1D AIR F'OCIC�iS ANC3 LOW CQLl.�,C'�fON ��INTS IA) TNE L�1VE,
TFiE MINIMUM COVEFt SPECIFICATI�i�S SHAL� GOVERN REC3AFtDL.�SS QF
VAI�iA�'la�lS [N GROUND SiJR�'/10E PROFIL� ANI] iH� OCCASIONAL D�EPER
EXGAVAiION ft�QUIRED AT SAAIKS AND OTH�R �lELD CONpk�'EON5. EXCAVATIQN
SF4ALL B� SIlCH THAT A UNiFORM TRENCH GFtAn� VARIATIOiV WfLI.00GUFi �f1A�L
CASES WFiEF2� VARIAiIONS ARE NEC�SSARY.
C. f RENCH �XCAVATI4�V SHAL.N. COMPRlSE THE SATISFACTORY REMoVAL AND
UlSPOSI7iqN 0�' ALL MAT�RIALS, ANQ SHALL [NCLIiDE ALL SHOR[NG AI�D SH�EiING
R�QLlI#2El7 i0 PROTECT TM� F�CCAVATION AND T� SAFEGUARD �MPLOYE�S.
U. OURING EXCAVATIOf�, MAT�RIAI. SUITABLE FOR BACKFILLING SHALL B�
STOCKPIi.�D IN Af� �Rp�RI.Y Ik�ANNER A SUFFiCfEf�T �lSTANC� BACK FFtOM �AGE
OF TRENCH�5 i0 RVOl� OVERI.�ARING ANI] PR�V�N7•SLIDES OR CAV�-INS,
MATEi�IAL UN5lJl7AB�E FOFt BACK�ILl.1NCi SHALL BE WA57ED AS DIRECT�p BY iH�
CQNTRRC7IRIG O��1C�f2. WH�IV EXCAVAT�D MATERIAL Is OF A ROCKY P1A7UR�
ANiI THE TOPSOIL OR ANY OTN�R IAYER OF EXCAVATE� MATERfRL IS SUiTA�I.E
FOR Plf'E ��DE�iI�G ANi? �ACiCFILL !N i'H� VlClhllTY OF THE PIPE, SUCH MA7�RIAL
SHALL 8� SEf'ARAT�LY STQCKPILED FOR USE fN SUCl� BEC]piNG ANq PEP� BACKFILL
OpEFtATk�NB, liNl.�SS SATISFACT�RY IMPORTEp MATEFtIAk, i5 t1S�D
E. ALL EXCAVAT{ONS AIVq BACKFIL� SHALL BE fJNCL.ASSIFIED AND CO�/ERED W THE
BAS1C BID. NO AdDITiONAL COMPENSA�'idN WILI, 8� ALLOWED �OFt ROCK
ENCDU�1TEf2ED.
F, RESTORE ALL SURFAC�S, EXlS71NG UND�RGROUND 1NSTALLATI�NS, ETC.,
DAMAGED OR GUT /�5 A R�SULT pF THE EXCAVATIONS TO TH�IR I�RIGiiVAL
CONDI7IONS !N Al1�IANNER ACC�PTABL� TC7 THE CONTRACiiNC� OF�IC�R.
EVANS AV�. IRRiGAiIaN 02��0�12 qy/�e}�p�
��
3.3 i�{�E 13���114�.�/�iT{�N:
A. SPRINKL�R MAINS: SPRINKLER MAINS ARE i'HAT PORTIDN OF F�IPING FROM WATER
SOUFiG� TO ELECTRIC VALVES. TMlS P�QRTION OF P1PIiVG !S SUBJ�Ci TO Sl1RGES
S1f�CE I� IS A CLOSED PORTION OF THE SPR�Iw1KLEFt SYS�'�M. SPl�ih}KL�F3 MAINS
SHALL BE INSTALL�D IN ATREIVCH WITki A MINIMUM OF 24 INCHES OF COVER.
B. LA'fERAL PlPINC3: i.AT�RA� pIPII�G IS THAT A�RTION aF Pil'ING FROM ELECTRICA�
VAi.VE 7p �PRINKL�R HEApS, TH1S POF2TION Q� PI�INC� IS IVa7 SU�J�CT TO
SUFtQ�S SiNCE 1T IS AN "OF'�I� ENb" POR'f1011[ Of THE SpRINKLER SYSTEM.
�AiERAI, PfP�NG SWALL SE VNSTAtt�p 1P1 A TRENCH W1T1i A M1NiMUM t3F 18 WCHES
o� cov�a.
C. REMOVE LIJM�ER, RiJBB15H, A1V� ROCKS FROM TRENCHES. Pf2�VID� FIRM,
UNI�'QRM BEARAV(3 FOR E�VTIR� LENGTH OF EAGh PI��LIIVE TO PREV�NT UNEVEN
SETTLEM�Ni. W�DGIEVG OR BE.00KINi3 �F PIPE 1NILL iVOT BE PERMIT7�D. R�MDVE
FORE.IGN MATT�R OR DIRT FROM lNSIDE O� PI�� BEFORE WEL�1hiG, AND K��P
PlPING CL.�AN [�UftIIVGANI} AFTER LAYIN(3 F'IP�.
D. PVC PiPE �F;ALI. No7 B� IIVSTALLED WH�R� 7H�RE [S WATER IN TH� TRENCN, NOR
SHAI.L. PVC: PIPE E3E LA[I] WHEN TEMPERATUR� IS 4D DEG. F DR B�LOW 4F2 WH�N
RAlN IS IMMINEN�'. PVC PIPE WILt EXi�AN[} AiJ[} CONiRACT A5 iHE T�MPERAI'URE
CHAPIG�S. THER�FORE, P1P� SHALL 8E ShlAKEE7 FROM 51CiE TO SID� �F 7R�NC1�
�OTTpM 70 ALLOW FOR EXPANSIbN AND CONiRACTIOI�f.
3.4 f�l�� PIP� AIVD F�'iiliV� ����M��Y:
A. SOLVENS; U5E ONLY 50�.V�iJi RECOMM�l�IDED BY MA�VUFACiUREFt T4 MAK�
50LVEN1'-WELDEO JOINTS �OLLpWING STANDAR�S iVQTED HEF2E�N, �THdROl1GHLY
CI,�AN P]P� AN� FITTINGS OF pIRT, DUST, AN� MOESTURE WI`CN AN APAROVED PVC
�PRIMER S�FORE AE�PLYENG S�i.u�NT.
B. PVC TO M�'iAl CONN�CTION: WORK METAL C�iViVEC7fO�i5 FIRST. USE A
PfOf�-1�J�12i]�NiNG P1P� DC3PE 811CH AS P�RMAT�X NO. 2 01� "TE��OTV" TAP� ONl
7HREAdED PVC TO ML�TAL JOIN7S. US� ONLY LIGMT WFiENGH PRESSUR�.
C. TNFiEA�ED PVC CQNNECTIONS: W�fERE REQUIR��, USE,1'HR�ADEQ PVC
ADAPTERS INTO WHlCH pIPE MAY BE WELDE�,
�.� bY��OsiAeiic ��si5:
PRESSLiR�TEST: AFi�R TH� PiPE IS LAID, THE JD�NTS COMPLETED, ANQ TH� TR�E�CFI
PAF271A1.l�Y BACKFILLED, i.�AVING iH� JD[NTS 6XP05�q �OFt EXAMINATIONI T}1E NEWL.Y
LAaD F'iPINO OR ANYVALVE� S�Cl'ION OF MAIN PR�SSUR� LINE F'IPlNG SHAE.L, UNLESS
0"CFI�RW4SE SpECIFIED, 8E SUB,EEC7�p FOR FOUR HOURS TO A HY�ROS7RTIG
PRESSUFi� T�S�' OF NORMAL Cl�'Y WAl'Eft PR�S51112�. EACH U'ALV� SHALI. BE OPEN��
AND C�QS�� Df1RING'CHE TEST. ENCLOS�d pIRE, JdINTS, FITTIN{�S, AMD VALVES S11ALL
B� CARE�UE.LY EXAMIN�D DURINC �ME F'AFtTIALLY OpEN T�tE�lGFi T�57. .1�INT5
SFiOWWG VISIBi.� I��AKAGE SHALL �� REPLAG�.D OR REMADE, A5 NECESBARY.
CRACKE� OR D�FEC7IVE P�PE, J�IN7S, �I7"�1�1GS, OR VALVES DfSCOV�R�D I!V
CONS�QU�NCE �� 7Fi15 pRE5SU12� TEST S1-IA�L E3� REAEAi'�D UiVTII. 7HE TEST RESULTS
ARE SATISFACT�RY. ALL F2EPLAC�NIENTAND R�PA[R SHALl. B� ATC�NTRACTOR'S
CpSi.
3.6 ��N f���1f�IR� �NS�'ALLAY��N:
A. ALL CpN7ROL W1RE LE85 TMAIV $Od F�ET IN LENGTH SHALL B� GbNTINUOUS
EVANS AVE. IRRIGATION 028'i 0-13
07/24/01
WI7HOUi' SP�ICES OR JQiNTS FRQM TH� GONTf�OLLER T4 TH�. VAL.VES.
CO�VN�GTIOMS iQ THE EL�CTRlC VALV�S SHAt,I. BE MADE WITHIN 18 INCHES OF
TH� VALV� USING CbNiVECTORS SP�CIFIED IN PARAGRAPN 2.4 OF TF11S SECTIQIV,
LlNLESS OTHERW�5� APPROVED BYTHE CONZRACiING O�FlC�R !N WRI'fING.
B. ALL CpNiRQL WIEi�S SHAI..L B� INS7A[.L�p AT L�AST'!$ INCHES D�EP. �-
CONiRACTbFt SH,qtk. OB7AlN THE C4NTF2AC�'ING 4FFlCER'S APPROVA� FOR W IF2E
RDU�'ING WFiEN INSTALLE[] IN A S�PARA7� �7li'CH. COM'RqL WlR�S MAY �E
INSTALLED IN A COMMON p�TCH W�TH �IPlNG; HC7W�VER, WIF2ES MUSi ��
INSTALLED A MINlMUM OF 4 INCHES gELOW OR 1'O ONE Sli3� OF plplNb.
C. AI.L WIRE. RAS51iVG UAfD6Fi EXVSTING OR FUl'UR� PAVINC, �IDEWALK,
COR�STFiUC1'ION, E'CC., SHALL BE E1�CAS�p l�k PVC SCH��U[,E 4t� COiVqUIT
�xTENo�NG aT tEa,sT 2 F�E� ��Yof�a �nr�Es o� PAV�N�, SIa�WAl.KS, 4R
CONSTRlJCT10N.
3.� �O��UP �PR�Y �i����:
A. I�E�QVII?� N�ADS AND l�Q2ZLES AS SPEC1Fl�a AND WSTALL IN LOCATiONS AS
SN(7WN QN THE C�NTRACT DRAWINGS,
B. PaP-UP SPRAY HEADS ShIALL �� ffVSTALL�Q O1V A POLY NIPPLE DIREQTl.Y Ofd TO
LAT�f�AI. PIPING AS D�i'AIL�D Ol�! THE CON1'RACT pRAWIt�GS.
C. H�A{7S SHA�.I, B� fNS7'A�i.EC? WI�'H 11ND�RSID� OF FU#I�G� FLUShi WlTN THE
FINISH�D GFiA13E. �
D. CON7RACTCIR WiLL BE k�EQU{RED i0 ApJUST HEA�S AS EVECESSARY AFTER
ESTABLISHM�NT OF GRASS OR OT4��R PIANT MATERIAL.
3,� Q�IC}� �AU��I�i� !l�L�V��:
A. QUICK COUPI.ING VALVES SHALL BE INSTALLED WITW TH� UT�pERS1�E OF FLANGE
FLUSH W1T1-1 TWE FlAtlSliED GRAb�.
S. Q[iICK COUPLI�lG VALVES SHALL B� IiVSTAE,�ED dN A SWINa JOfNT ASSEMB�Y AS
C7ETAILEO ON'fH� DRAkt111NG5. �
C, 11NDER TH� WAF2RANTY, "fHE CO�ITRACTOR SHALL RE'�URN AFTER GRASS IS
ESTABl.15HED A�€D AbJUST VALVES AND VAI.V� B(3XE5 T'O PROPER GRA��. .
3.9 �fli,�Ohf UA� rfALV�S.
A, MAi�UAL VALV�S �HALL �E, SIZ�p AN� LOCAiED WH�R� SHOWN OI� 7H�
CON7i�ACT DRAWINGS.
8. VALVE �OX�S SHALL s�, ADJl1S7�1� T4 BE FLUSFi WITH �ffVlSH�D GRADE. YHE
CONiftACTOR WILl. B� F2�Ql1iR�� 70 AOJUST AFTER �STABLtSHMEN'f OF GRA55.
C. VALUE BO?C�S SHA« B£ PR�P�R�.Y SUpPORT�� A�lD OF SUFFICIENT
CON$TRElCTIQN 1'FfAT TRIaCTQRS AN� MOWEF2S CFt(3SSENC �11ER 7H� BOXES WfiL
I�OT PiJSN BOXES DOWI� R1VD Ci�USH THE PIPE, VALV�, Ot2 BC?X.
3.°I� 1�A�V� �N� VALV� ��J� �LA��il�f��li:
A. ALL MANIJAL, �LEC7RIC, AN� QUiCK CQUPLING VAI.VES SHAk.� E3� IN BqX�S AS
SP�C�FIED !N PAfZAGFtAPH 2.7 OF THES SEC71pN, AND SHALL B� 5�7 Wl7'H A
MINIMUM Q� S1X {6} 1f�lCMES 4F SPAC� B�TWEEN TH�li� TOF SUR�ACE AND 7H�
Bp1'TOM OF 7H� VI�LVE BOX.
EVANS AVE. IRRIGATI�N 028'i4-14 a7f241Q'1
i3. VA�VES SHALL BE FULLY OPENEQ AND FUL�Y CLDSED TO �NSURE THA`f Ai.� PARTS
ARE IN OPERATII�G COIVD1TICiN.
C. VALVE BOXES Sh1AL� 8E S�T PLUMB, V�RTlCAl., ANf} CONC�NiRIC V111TH TH� VAi.VE
S7EM,
D. APIY VALVE 60X WHICH H1�1S MOVED FRDM THiS REQUiRED P051TiON SO AS 7�
PFZ�V�NT 7HE USE O�'CN� DPERAT[NG WFfE�L �F THE VALV� SHALL 6E RES�i BY
TH� C(3NiRACTOR AT Ft15 OWN �XPEl�5E, ' �
3.'� � ����iRlC �Q�l7'R���L R:
A. EiECTRIC CONTF20LLER SWALL BE LOCATED AS SHaWN ON THE PlANS A1�I] Si-iA�.L
�� CAFABLE OF OPERATINa TFiE Nl]TV18EFi OF' S'fATIaNS INbICATED,
B. THE SYSTEM !S DESIGNED TO OP�RATE ONLY ONE SECTION AT A TlM�, UNLE55
07H�RWISE iVOTED ON THE PLANS IN B�RiCT ACCORnANC� WI7H TH�
MAl�U�AC7URER'S PUBl.1SHE�D II�STA�LRTiON 1NSTRUCTlONS.
C. LIC3MTN1NC3 PROTEGTORS SHALL BE 1RfiITROL MOD�L SA120 QR AN APPRQV�D
�QUAL.
D. ,�R�EZ� PROT�CTIOf� SHALL B� USEti 7'0 PF�EV�NT iH� IRRIGATI41� SYSTEM FROM
WA�ERifVG aU�iINA FRE�ZING DIZ NEAR �R��iNG 'C�NIP�RA7lJRE$, THE FREEZE
s�NsoR sw�tit s� MiNf�C�IK", MAiVUFACTiJR�D BY GL�N-HILiON PRpDUCiS,
R[CHMONR,11lRGIN�A, OR AIV APPROVED O�t AN APPROVED �QUAL.
E. RAiN S6NSOft SHA�I. BE USEDTO F�f2EV�N7'TH� IFtFi1C3ATI0N SYSTEM FROM WATERING
' DURINQ PERIQi�S bF RAlNFALL. TH� RAIN SENSOR SKALL BE "MINI-CLIK kl",
MANUFAC7UR�D BY GLEhf-i-llLTaN PFiODUCTS, II�C., RICHNIQNQ, VlRGfNIA, aR Af�
APPRtJVED �t�UAL.
�.�� �����r�ic ���or� co�uz°�o�, v��v��:
A. REMOT� COhlTROI. VALVES SHALL BE LOCAT�D Af�f� S1ZED AS SHOWN OI� THE PLANS.
AI.L ELEC1'RVCAL COIrtNECTlONB SHA�i. BE M�1DE WHEN'f}iE WEATHER 15 DRY WITH
CONNECTiON KIiS A5 SP�CIFIED IIV PARAGRAPH 2.4 OF TNIS SEC710N IN STRICT
ACCORbAh10EWiiH MANUFACTURER'S RECOMMEIVDED PROCEDURES. A�LREMOT�
CQNTROL VAi.VES ShiAL�. BE INSTALLED IN A HORfZO�VTAL P051710N, IIV ACCCJRDANCE
'CO T#-fE MANUFRC7LIRER'5 PUBLI51-EED INSTALlATfON INSTRUCZfO1VS.
B. !i SHALL SET1iE RESPpNSi8iL1iY QF TYiE CONiRACTOR TO FURNISH AND IfVSTALLiHE
pROPER SiZE WiRE �N EACH OF TFiE LOW VOL7AGE CIRCUiTS FR�M iHE MASTER
CON'�"ROL CE�fTER TO ThIE VARlOUS �L�CTRIC R�MOTE GO�liROL VALV�S.
C. CONSID�RATtOiJ &�EALL BE GiVEN TO �ACH ClRCUIT FOF2 AI.LOWANCE �F VOL'fA[3E
DROP A}�4 ECONOMY GONSkS'fENT WfTH ACCEPTED PRAC7ICES O� EL.�CTRICAL
1�k8TRLLA7lON. UNDER NO QIRCUMSTAN�ES SHALL THE VDL7AGE �3F ANY BRR�ECh{
�{}�CUl1'B� R�pIiGE[? MORE'fHAN PROPER DUE TD L�lVGTH OF RUN EXCEEDING 7Fi�
MAXaMUM ALI.�WABL� F4R TH� WIFi� SIZE USEI7.
3.'�3 ����S�1LL AlVC7 ����A�ii�i�:
A. AFTER SYSTEM 15 OPERA'ClhlG ANb fiEQl1�REI7 7EST8 ANfl fNSPEGTI0N5 HAV� BEEN
MADE, THE TR�NCHES SHW�L B� CAREFU�LY BAGKFfLLED WITht THE EXCAI/A�'�D
MA7ERIALS APPROVED FOR BAC KFiLLINO, COl�S15711VG DF EARTi-I, LOARII, SANE}Y C I..AY,
SAND, {�RAV�L, 50FT SHALE, OR OTHER APPROVED MA�ERIALS, FRE� FROM LAF2G�
CLO1�S OF �Aft71-f bR STON�. ROCK, BF2tiKEN CONCRE'I"E, OR AAV�MENi, ANff] LAF2G�
BOUL�D�R5 SHALL N07 BE US�D AS BACKFILL MA7ERIAL. TH� BAC�C�IL.E, S�EALL B�
THOROUGHLY COMPRCTE� AN� EVENED WI7}i 1'HE A�JACEN7 S�tE. LEVEL.
B. E�fUIPACT 'CF��NCH�S !EV AR� TO BF PIANi�D BY T�-IOROUOh{LY FLOODIIVG ThIE
EVANS AVE. IRRIGATION 028'f0-15 U7/�4/D1
BRCKFILL. COMPACT AL�. OTH�R AREA5 BY FLOOp1iVG O�t HAND 1'AMPING. THE
JETfING PROC�SS MAY BE USE� IN AREAS WFi�IU �I.�OnING.
C. E3RCitFIi.L FOR ALLiRENCN�S, f2EGARDL�'SS O�'f�fE'TYP� OF PfP� COVERED, SHALL
BE COlWiplaCT�D TO A MiN1ML1M O� $Q°/a D�N517Y.
p. ANY TR�NCF��S IMI�ROPERLY BACi4FlL��D, OR WH�R� SET�L��A�NT OGCURS, SHAtL
B� REOpEN�D i0 'iHE DEP'�M R�QUIFtED FDFt C4MPAC7iON, l"HEN R�FfLLED RIVD
COMPAC7ED WITH TH� SU�2FACE FtES70RE[3'FO iNE C2EQUlRED GRADE ANQ LEFT IN
A COMPL,�T�A SURFAC� CONQ�rIUN A5 DESCRfBE� ABOVE.
�. SF'�CV�ICALl.Y TAM� BACKFfLL UNDER HEADS AND ARDUND THE FLANGE DF �fEADS
FbR QN�. FQOT (1 � BY A SUIi'Pk6L� MEANS AFTER iRE�CFi BAGKFiLL h1AS DRIED FRON1
FLOQDi�EG TO �R�V�NT HEADS LOl3SENlNG IN TF{E GROUND.
3,�4 �INAL A����if��i�i:
A� AFT�R 1hlSTALLATION HAS 6EEN COMpLETED, MAK� F1NAL �tD.Eli5iMENT (}�
SPRINKLER SYST£M PRIOR �'O CONTRACTIfVG C}F'F�C�R'S FI�A� iNSF'EGiION,
B. CDlUIPLET�LY FLUSH SYSTEM TO REMOVE DEBRlS FROM E.INES gY R�IUIOViNG
ND7.ZLE FROM HE14DS OM Ei1fDS aF �.INES AND TURNING ON SYSTEM.
C. CH�CK SPRINKLERS FQR PRQPER OPERA�ION AHD AROP�R ALIGNM�f�7 FpF2
i]1R�CTI�IV O� 7HRaW.
Q. CH�ClC EACH S�CTIQIV FUR QP��ATING PRESSliR� AND BALA�EC� TO Oi'IiER
S�CTlONS BY USE �F FLQW AaJUSTM�NT �hE TQP OF �ACH VALVE.
�. CHECK NazZLIiVG FoR PROP�R CovERAGE. PR�vAfL1NG wlN� caf�DlTlo�ls MAY
INDICAi� TMAi ARG OR ANC3�� o�' S�RAY SHOUL� B� bTH�R THAN AS SHOWN ON
DRAWINGS. !S� TFifS CASE, CHAN�E T�07,ZL�S i0 �ROVID� C��2R�CT GOV�RAG�
/aND FURt�ISFi RECORd �Ai'A i0 GO�ETFiACl'ING OF�ICER WI'iH �ACH CHANG�.
�. AF7'�R SYSTEM IS THORC7UGHLY FL.USMED ANp R�ADY FOR OP�RATION, �ACM
S�CTIaN DF SPRiNKLEF2S SHALL BE ADJIJSTEI� l"O COId"fR0l. PI��SSUR� A7 NEA�?5.
USE TH� Fd�LOWINa M�THO�, ONE S�CT1C3iV A7A1'IME:
1. R�MOVE IA87 H�AR O�I SECT[Q�! AND ENSTALI. A TEMPaRARY RISER A�OVE
GRAD�. INS7ALl. 7�� Wf7H PR�SSUR� GAi1G� ATTACHED ON TOP OF RISER
AND RE-INSTA�L FiEAp Wi7H NfpWl.� ONi47�E.
�. CORRECi OP�RA7ING Pk��SSURE A� LAST Fi�'AD OF �ACH SECTION AS
�QLl.OWS; $P�tAY HEADS - 40 PSi-57(} 4-551� &'� 5 PS� -5�0 �LODfl EUSBLER
H�aos.
3. AFi'Ef� R�F'IACENG NEA�, A7 GRAD�, TAMP THORO�JflHLYAFiOUND h{EAD.
�.� � �����-��:
A. THEWQRKSIT�SHA�I�ETH�ROU�HLYGL,�A�IED�FA�LWAST�MAT�RIALSAN�3A�L
UiVUSED QR SALVAG�D MAiERIALS, EQUIPM��lT, TQdl.S, ETC.
B. AFTER COMpL�71�N 0�' THE WORK, AR�AS DfSTURBE� SHALL B� LEVELEQAND THE
WOf2iCSE7� SHALL �3E FtAKEU CL�AN A�iD L�FT IN A1V ORD�RLY CONDITIO�[.
���r 4 e� ��-�r�o� �� ����������c�
���su�����v�:
LANdSCAPE IRRIGATIOiV SYSTEMS D�SCRiB�D IN 7HlS SEC710N WILL B� PAID �0}� pN A
L�JMP SUM BASIS WH�REIfV 1V0 M�ASI�EtEMEN7 WILL p� MAC3�.
EVANS AV�. �RRIGATION �287 0-� B U7/2�4101
�
P�►�T � �� �i4�lS �F i��►YNY�i�T
P�►1(i��Ni:
A. }_.ANDSCAP� IFiR1C3A7loN SYST�MS WIL.I. �� PAI[} F'O!� A7 7H� CON7RAGi' LUMp SUM,
WNICF! PRlG� WII.L B� FULL CONlP�NSA714N F'0!� �l�RN15HiN0 AND kNSTAf�LI�VG
�RUlPM�N7; SHOp pRAWINC38; PROVIDING ALL SiJBMITTAI.S AND WARRAN'�IES;
FURNISHEMG ALL LABOit, MATER�ALS, 700L.S, �QUIPM�N7'; ANn INClDEN7ALS
N�C�SSARY i0 coM�L�TE7N� WO�KAs n�sCRIBE� II� TN1S S�GTIDN A�I] R�IAT��
OTFf�R SE01'fONS O� THES� SP�CIFICA7I�NS Al�q pI.ANS,ASW�l�LAS MAINT�NANC�
UiVTIL FiNAL AGCE,PTANC�,.
B. PAYM�Ni Wll,i. HE MAD� UNnER:
PAY (T�M
NUMB�F2 PAY iT�M PAY UNIi
02$1U -1 LANDSCARE IRRIOATION SYSTEM LUMP $UM
� �-
�
�VANS AVE. IRRIGATION q2810-17 07124l01
City af Fort Wo�rth
Evans Avenus
�
PART 1 - GENERAL
1. � RELATED D�CUMENTS
SECTION 02930
EXTE�OR PLAI�ITS
A. Drawi3�gs and g�nera� pravisions of tha Contract, including General and Supplementary
Coilditions and Division 1 Specification Sectious, apply to tliis Section. �
t .2 SUMMARY
A. This Section iilcludes the follawin�:
1. Trees.
2. S�irubs.
3. Groiind cnver.
4. Plants.
B. Relafied Sect�ons include the followiug:
_/;�
!:
C.
�
i. Division 2 Section "Tree �'rot�ctian anci Trimming" for protectzon of existing trees and
planting, topsoil stri�ping and stoc�Cpiling, and site clearing.
l.3 D�FINIT'IONS
Cor�tainer�Grown Stock: Healihy, �igoro«s, weI!-rooted exterior plants grown in a container
with well-establ�shed ront system reachi�g sides of container anci nnaintaining a firm hall when
removed from container. Container shall be rlgid enaugh ta hold ball shape and protect root
mass d�iring shippin� and bs sized accozding to ANSI Z60.1 for kind, type, and size oi exterior
p�ant requirad. .
Finish Gracie: Elevatiori of �n�sl�ed surface of planting soil.
�lanti�g Soi�: Sandy loarn biend with 45% coinpost, by 'Lir+ing Earth Technologies' or
appraved equal.
Subgrade: Surface or e�evation of subsoil r�maining after cornpleting excavation, or top surface
of a fill or back.�ill, befare placii�g planting soil.
City of Fort Worti�
Hnitt Zollars, Inc.
E�ans Aveni�e
July 2b, 20D1
I-�ZI Job No. 03-076&.Q2
0�930-1
1.4
SUBMITTALS
A. Praduct Data: For eac}� type of product i�dicated,
B. Samples far Veri�cation: For �ach vithe fol�nwing
1. 2�t� (2.2 kg) ofsliredda�! hardwood bark nnulch.
2. 21b {2.2 kg) plantizig sail.
:�
�
Quali�catian Data: �'or landscape Instalier.
Plat�tiug Schedc�Ie: Indicating aatieipaied planting dat�s for exterior pla�its.
E. Maintenance Iiistructions: Recommended proc�dt�res
rr�aintenance of exteriar plants d�ring a caiendar year.
maixitenance periods.
i.5
A.
QUALITY ASSURANCE
to be establisl�ed by Owner %r
Sub�nit beiare expiratian af required
�nstaIles• Quali .fications; A quali�ed fandscape installer whose wnrk lZas rest�lted in; s�ccessfii�
estabIishntent of exteriar p�ants.
1. Installer's Field Supervisioxi; Req��ire lnstaller to maintain an experienced #'i�ll-time
supervisor on �rojeci site whan exteriar plantir►g is in progress.
:
Pravide quality, size, genus, species, ancf variety of exterior plants indicatecl, cvmplying with
applicab�a requirennents in ANSI Z60.1, "Americ�n Standard for Nursery Stock." �
C. T:tee and Shrub Measurements: Me�sure according to ANSI Z60.I with branclaes and trunks or
aanes in their nor�nal positian. Do not p�rune to obtain requireci sizes. Take caliper
measuremants 6 inches (I5� rr�nn) abovs gro�rnd for tre�s up to 4-inch (l0a-xn�m) caiip�r size,
a�nd 12 inches (300 mm) abn�ve gro�and for largar sizes. Measur� main bady of tree ox slirub far
height and spread; da nofi meas�ire branches or roots tip-to-tip.
D. �bservatian: Engineer may observe trees and sh�•ubs either at place of grawt[a or at site hefare
planting for complianca with rEguirements for genus, species, �ariety, size, and quality.
Engineer retains right to abserve trees a�xd shrubs further for siz� and condi#ion of ba!!s and root
systems, iasects, injuries, and latent defects and to rej�ct unsatisfactory or defective material at
any time during progress of work. Rsrnove rejec�ed trees or shrubs immediately frarr� �roject
site.
Natify Engineer of soUrces of piantir,g materials seven days in advance of de�ivery to
site.
E. Preinsta�iation Cb��ference: Conduct conference at Project site 3 days prior to beginning rvork.
City of Fort Wortli Evans Avanue �HZI 3ob No, Q3-0768.0�
Huitt-Zollars, Xnc, Juiy 26, 20�1 0293Q��
�.6
, A.
DELIVERY, STORAGE, AND HANDL�NG
Deliver exterior p�ar�ts only when ready far instai�ation.
B. Handle plat�tittg stocic by oontainer and tr�ink.
C. Deli�+er exteriar plai�ts after preparations �or planting have � been comple#ed and instal!
immediately. If planting is delayed rnore than six ho�rs after delivery, sat extsrior planYs trees
; in shade, gcotect froin weather and mechanical damage, and keep roots moist.
� 1. Do not retnove container-grown stock from c�ontainers before time of plantittg.
2. Water raot systezns of exterior plants stored an-site with a fine-rr�ist spray. Water as
ofte� as necessary to maiiitain root systems in a mo�st condition.
� 1.7 COORDiNATY4N
A. Planting Restrictions: Plaiit duri�tg nne of the following �eriods. Coordinate plantiiig periods
with maintenance periods to provide reyuired m.aintenance fro�n date of Substantial Camp�etio�a,
1. Spriug Plauting: February 1— dune 1.
2. Fall Planting: September 1— December 1.
B. W'eather Limitations: Proceed with planting anly when exis�ing and forecasted weatl�er
� conditions permit. .
1.8 WARR.ANTY
A, Specia! Warranty: Warrant the fol[nwing exteriar plants, for the warranty period indicated,
against defects incl�ding death and unsatisfactory grQrovth, ex�ept for defects rssulting fram �ack
of �dequate maintenance, ne�lec�, or abuse by Owner; or incsdents that are beyond Contractor's
controi, All trees to be warranted by City, but installatian of replacement trees is #he
responsibility af the contractor,
i. Warranty Period for Trees and Shrubs: One year from date of Subs�antiat Cornptetion.
2. Warranty i�eriod for Ground Cover and Perrennials: Six months fro�n date of Substantial
Cpmple�son.
3. Remove dead e�#erior plants immediately. Re�lace irnrnediately unless requircd to p�ant
in the suceeed�g pla�ting season. -
�4. Replace exterior piants that are znare than 25 percent dead or in an unheakthy condition at
end of warrakrty periad.
S. A limit of one replacement oi each ��#�rior p[ant will be required, exce�t for losses or
replacements due to failure to comply with reqtiirements.
I.9 MAYNTENANCE
A. Trees and Shrubs: Maintain for ihe fvllowing maintenance period by pxuning, cultivating,
watering, weeding, fertilizing, restoring planting saucers, tightening and repairing s#akes and
City of Fort Worth Evans Avenue HZI J'ab No. 03-Q768.02
Huitt-Zollars, In�. July 26, 2001 0�93Q-3
guy supports, a11CI CESt;ttltlg �O �7Toper gradgs or �erticai �osition, as required to establish Ilealthy,
viable pl�ntings. Spray as required to keep trees and shr�ibs irea of insects and disease. Restore
or teplace damaged tree wrappings.
:
1. ,Maitrt�nance Period: Tlzree month� from date of St�bstar�tial Completion.
Grour�d Cover and Plants: Maintain for the fotlowii�g tnainfenac�ce per'sad by watering,
weeding, fertilizing, and other operations as requirec� to establish liea�thy, viab�e pla�ltings:
�. Maintenance Period: Three manths from date of Substantial Completian.
PART 2 - PRODUCTS
2.1 TREE ANI� SHRU� MATERI.AL
A. Gen�ral: �'iir�ish nursery-grown shnibs and per�nnials cotnplying with ANSI Z60.1, vwith
healthy rapt systems developed by transplant�iig or raot grui�i��g, Pravide well-shaped, fi�lly
bf•ancl�ed, h�aithy, r�igorotis stock free of disease, insects, eggs, [arvae, and defects s�rc1Y as
kndts, sun scald, injuriss, abrasio��s, an,d dis�g�r�ement.
B. Grade: Provide shriibs of sizes and grades cor�plying with ANSI Z60.1 fvr type o#" trees and
shnibs reqaired. Trees and sk�rubs of a larger size naay 6e used if acceptable ta Eilgineer, wzth a
proportionate increase irr size of roots or bafls.
C.
D.
2.2
A.
2.3
A,
2,4
A.
Label at least one tree and one shrub of eacli variEty and caliper witln a s�curely attaci�ed,
waterproof tag bearing legible designation of botanicaE and eomrnon name.
If formal arrangetr;ents or consecutive order of trees or shrubs is shown, se�ect stock for uni#'orm
height anc� spread, and number label to asst�re syrnrnetry in planting.
SHADE AND FI�OWERING TREES
Provicf�d by City of Fort Worth.
BROADLEA� EVERGREENS
Fornn and Size: Normal-qualiiy, well-balanced, broadleaf evergreens, of type, height, spread,
and shape rec�uired, complying with ANSI Z60.10
1. Pro�ide container-grawn shrubs,
GROUND COVER PERENNIALS, AND GR.A.SSES
Ground Co�er Perennials, and Grasses; Yravide ground cover af species indicated, estahlished
and we11 rooted in pots or similar cantainers, and campiying with ANSI Z60.1:
City of Fort Worth Evaiis Ave�iE�e HZI .iob Na. 03-076$,4}2
Ht�itt-Zoflars, Ync. 3uly 26, 2001 U�930-4
1
2.5 ORGANIC S4IL AMENDMENTS � PLANTER SOILS
A. S�e 1 �3C t�iis section for plar�ter sail.
2.6 �'ERTILIZER
A. As reaom�nended by soil a'eport.
2,7 MULCHES
A. 4rganic Mulc�: Free from deletsrious materials a��d suitable as a 2" tap dressing of trees and
sivubs, consisting of one of t�3� fallowing:
1. Type: Colnposed barl€ mulcl�: Providec� by City; delivered and isistalted by contractor.
�
2.8 STAKES AND GUYS
l
A. Not to be ��sed LYsiless individua! tree rEquried it far heavy winds.
2.9 MISCELLANE4US PRODUCTS
A. Trunk-Wrap Tapa; Two layers of crinkled paper ce.mented together with bitu�x�inous material, �
�4-inc��- (140-mm-) wide minimurr�, wit1� stretch factor of 33 percent.
PART 3 - EXECUTION
3.1 EXAMINAT��N
A. E�mine areas to receive axterior plants for compliance witli requirements a�d conditions
affectin� installation and performance, Prdceed with installation only after unsatisfactory
ca�zdi#ions k�a�e been correct�d.
3.2 PREPARAT`fON
A. Protect structures, utilities, sidewatks, pavements, and nther facilities, and lawns and existing
exteriar plan�s from damage caused by planting operatio��s.
B. Provide erosion-control measuras ta prerrent erosian ar displaccment of svils and discharge of
soil-bearing water rtu7off or airborne dust to acljacent praperties and waikways.
C, Lay out individual tree and slirub lacations and areas for multiple exterior plantings. Stake
locatia�ss, outline areas, ad�yust lc�catior�s �uhei� requested, and abtain Engineer's acceptance of
layout before planting. Make minor adjustrnents as requ�red.
City of Fort Warth Evans Ave��tte I�ZI 1ob No. 03-0768.02
Huitt-Zollars, �nc. 3u�y 26, 2001 02930�5
3 .3
P�,ANTING BED ESTAB�,ISHMENT
A. After removing S" o� existin� soiI in pianter areas, place $-li1CI� plalltBC 50i1 ��.�e� ��lOr to
P�anti�ig. Rerr�ove stc�nes larger than 1 inch (25 rr�m) in any dimension and sticks, roots,
rubbish, and otl}er extraneous matter and legally dispose of them aff Owner's property.
:
C.
3.�
Finish Gradiizg: Grade pIanting beds to a smaoth, �u�iform surface p3ane with loose, uniformly
fii�e te�ture. Ro�l at�cd rake, remove ridges, aaad �II depressiot�s to ineet fnisi� grades.
Restore pianting �eds if erod�d or otlierwise �isturbed af�er �itiish grading ar►d befors planting.
T�EE AND SHRUB EXCAVATION
A. Pits and Trenches: Excavate circalar pits with sides s�oped inward. Trim base Ieaving ce�rter
area raised slightly to supporC r�ot ball ancl assist� in dr�inage. Da not further disturb base.
Scarify sides of plant pit smeared or smootl�ad cfuring excavation,
1. Excavate approxinnateiy 1 and I/2 tirnes as wide as ball diameter for cvntainer-grown
stock.
B. Obstruetians; Notify Engineer if unexpected rack or abstructions detrimentai �o trees oc shrttbs
are encountered in exca�ations.
C.
D.
3.5
A.
:
3.6
Drainage: Notify Engineer if subsail conditions evidence unexpected water se�page ar
retentiora in tree or shrub pits.
Fill excavations with water and allow to percalate away beFore positioning trees and shr�ibs.
TREE AND SHRUB �LANTING
Sst cantainer-grown stock plEirzxb� and zn center of pit or trench with top af root ball 1 inch (25
mm) above adjacent �nisf� grades.
1. Carefi�lly remove root ba�l frorr� cantainer withoiit damaging root ball ar plant.
2, ���ce planting soi! nnix a�•ound root bail in.layers, tana�ping to setti� mix and eliminate
. �oids an� air pockets. When pit is approximately ane-half back��led, v�ater thoro�tghly
before placing rernainder of backfll. Rep�at wateri��g Yinti! no rn;ore water is absorbe.ti.
Water again after placing and tamping fznal laysr ofplanting soi� mix.
Organic Muiching: App]y 2-inch (SO-mm) average tliickness of organic mulch. Do not place
nn«Jch within 3 iiiehes {75 mrn} of trunks or st�ms.
TREE AND S�iRUB PR[JNING
A. Prune, damager� branches aiier planting.
City of Fart Wor�h Evans Avenue
Hui#t-Zo�Iars, Inc. July 26, 2001
HZI Job No. 03-0768.Q2
02930-6
3.7 GR�UND CaVER AND 1'ERENNiAL PLANTING
�
�
A. Se# out and space groLmd cover and piants as i�ic�icated on drawiiz�s,
B, ]]ig h�les large enough ta allow spreacling o� rnots, and bac�C�'ilI with pla�rting soil:
G, Work soil around roats ta etiiniiiate air pockats at�d leave a sligiit sa�3cer iiida��tation around
plat�ts to l�old wa�er.
D. Water thorougi�ty after plantiilg, taking care not to cover plant crowtls with wet soil.
E. Protect p�ants from hat su�� a��d wind; re�ove protection if plants show evidence of reco�ery
fr�nn transpl�nting shock.
3.8 PLANTIIVG BED MULCHING
A. Mulcla backfil�ed suriaces of planting beds and other areas indicated,
1. Organic Mulch: App�y 2-i�.ch (SO�mm) average tlSickness of org;a�ic mulch, and �nish
level with adjacent finisla grades. Do not p.lace �nulcn against pIant st�ms.
3.9 CLEANU� AND PROTECTION
A. D�tring exterior plantin�, keep adjace��f pavings and constructian ciean and work area in an
orderly candition. �
B. �rotect exterior ptants firom damage due to landscape operatians, operations by other
contractors and trades, and others, Maintai� protectian during insta�latiori and maint�nanc�
periods, Treat, repair, ot re��aee damaged exterior pfarttittg.
3.10 DIS�'dSAL
A. Disposal: Remove sur��ns soil and waste material, incl�ding excess scrbsail, ��r�suitable soil,
trash, and debris, and legally dispase o�them aff �wner's property.
END OF SECT�ON 0293�.
City of Fort Worth
�Iuitt-Zollars, Tnc.
Evans Avenue
Juiy 26, 2001
HZr 7ob No. Q3-07G8.02
02930�q
City of For� Worth
Evans Avenue
�sECT�oN oa��a
CAST ST�N�.
�ART 1 - GENERAL
1,1 RELATED DOCUMENTS '
A. Drawings and general provisions af the Contrack, rnc�udi��g General and Suppiementary
' � Conditions and Divisian I Specification Sactions, apply to this Section.
1,2 SUMMARY
A. This Sectinn includas tha �ollowixig:
I. Cast stone wall and col�imn cags. �
Z. Cast stane bal�istrade. ,
3. Cast stane insets. �
B. Related Sections include th� followi�ig:
�. Divisioi� A� Sectioz� "Unit l+�asonry" for it�stalling cast stone units in unit masanry.
1.3 DEFiNITIONS
A. Cast Sto��: Architecriira� precast concrete building units intencied to simulate naturai ct4t stone.
1.�4 SUBMI'I"CALS
A. Product Data:. Inclu�e constrUction details, material descriptions, dimensiQns of individual
camponents and profile�, and finishes fnr cast sto�te units. .
B, Full-5ize Samples: For each type ai cast stone uxiit required. N�ake a�ailable for Architect's
review at Project site before i�stalting cast stone.
1, Approved Sarra�les may be instalied in the Wark.
C. Qualification Dat�: �or firms and persans specified in "Quality Ass�irance" Article to
demo�strate tt�eir capabilities amd experience. Incl�►de Iists of completeci projects with praject
names and a�dresses, names and addresses o� arclutects and cawners, �nd otk�er information
speci£ied.
City of Fort Worth Evans Ave���ie HZT Job NQ. 03-07b8,02
Huitt-Zollars, Inc. July 26, 2a01 04�'2d-1
1. Include cop'tes af materia� test reports fQr coznpieted projects, indicating cainpliance of
east stone with ASTM C 1364.
iS
QUAL%TY ASSURANCE
A. Manufacturer Q�ia�i�cations: A fiir,r► experieiaced in man�facturing cast stone units siiniiar to
those i��dieated for this Project and with a reoord of successfi�l in-service Qerfarcnailce, as well
as suf£ici�nt production cap�city to manufacture required units.
B. Source �.iinitations for Cast StoR�e: Obtaiz� cast stone u��its througla one source fi•o�n a sit�gle
mai�tufachirer.
C. Souree Limitations for N�o�tar IV�aterials: Obtain mortar ingredie��ts of a�niform q��atity,
including calor, fcorn one manufactitrer for eaeii aeme��titiotis component and fro�n o��e source
ar producer far each aggregate.
1.6
DELIVERY, STORA.GE, AND HANDLING
A. Pacic, handle, and si�ip cast stone un�fis in suitable packs ar pailets.
1. Lift with wide-belt slings; do not use wire rope or ropes that migl�t ca�ase staining. Move
casC stone z�nits, if required, usir�g dollies with wood supparta.
2. Stare cast stoEle units or� waod stcids or pallets with nonstaining, waterpraof co�ers.
Artange #o distribute weigirt evenEy and to prevent damage io units. Ventilate under
covers to prevent coudensation.
i
C.
1.�
A.
Store installation materials on elevated platfarrns, under cover, and in a clry location.
Store mc�rtar aggregates where grading a�� other r�quirad characteristics can be maintained and
contamination avaided.
COORDINATION
Coordii�ate production and deIiv�ry o� cast stone with unit �nasanry work to mix�imize the need
for on-site storage and tn avaid d�laying.th� Work.
PART 2 - PR4DUCT5
2.1
A.
B,
MANUPACTURERS
Available Mant�facturers; Subjeet to compliance witl� requirernents, manufae�urers of�ering
praducts that may be ineorporated into ihe Woxk include, but are l�oi iimited�to, the fotlow[ng:
Manufacttirers: S��bject to compliar�ce with requireznents, pror+id� prodt�cts by or�a of the
followir�g:
CI�Y DF FDl'T WOI'�I7 Evans Avent�e HZI Job No. 03-07fi8.02
Huitt Zollairs, Inc. July 26, 2001 047��-�
t
. t, Classic Cast 5taj�a aiDal�as, Inc.
� 2. Da1las Cast Stane Co., I�c.
3. D�.ira Art Stane.
, 4: As approved by Architect.
2.2 CAST STONE UNITS
A. Provzda cast st�n� units complyir�� with ASTM C 1364.
; 1. Provide units that are resistant to freezing �nd �hawing as determined by laboratory
testing according ta ASTM C 666, Proeed�ire A, as i�ndified by ASTM C 1364.
B. Reinforce u�,ats as indicated and as required by ASTM C 13b4. Use galvailized or epo�y�coated
reitafnrc�rnent when coveaed i�vitl� less than 1-1/2 inches (38 tmaa} of material.
C. Fabricate units with sharp arris and details accurat�ly reproduced with indicatsd tex.ture on a11
expased surfaces, unless otherwise indicatsd. �
1. Slape ex.pos�d horizo�tal surf'aces at least 1:12, unless otherwise indicated.
D. Cure and �nish units as follows:
1. Cure units in totally enclosed �curing roam under dense fog anc� water spray at 95 percent
r�lative humidity far 24 �.ours,
2. Xard cure units ��ntil tl�e sum aF th� mean daily temperatur�s for �ach day equals or
axceeds 350 deg k'.
3. Acid etc� units to rerriove cam�nt fim fram surfaces indicat�d to be finishecl.
E. Calors and Textures: As selected by Arc�itect from manufa�turer's ful! range fnr th�s�
charaateristics.
2.3 M�RTAR MATERIALS
A. Portland,Cement: ASTM C 15U, TypeI or II, ex.cept Type III may be tised for cold-weaiher
construction. Provide natural coior, white, or a blend to produce mortar color indicated.
B, Mortar Aggregate: ASTM C 144.
1. Colored-Mortar AggregateS: Natural, colored sand �r ground marble, granite, or ot�er
sound stone; as required io match Architect's sample.
C. Water: Patable.
2.A ACCESSORIES
A. Dowels: Rot�nd stai�iless-steel baz•s coinpiying with ASTM A 276, Type 304, I/2-ii�ch (12-nam)
diameter.
City of Fo��t Wortn Evans Avenue HZI Job No. 03-0'768.02
Huitt-�ollars, �nc. July 26, 2001 0�47�0-3
B. �ab-Mixed Detergent Solutivn: Solution af 1/2 cup (12S rnL} of dry-rneasu�•e tetrasodium
polyphospt�ate and 1/2 cup (I25 mL) of dry-meas�cre �sundry detergent dissolved in l gal, (4 L)
of water.
C. Proprietary Acidic Clearier: Manufacturer's standard-strengtl�, general-purpase aleanar
designed for remo�+ing inortar/grou� stains, efflarescence, and ather constr�rctian stains fro�n
new masanry sarfaces withaut discalaring vr damagirig masonry surfaces; expressly appro�ed
for inte�lded use by cast stone manufacturer and expressly approved by cleaner zx�anu�aetucer for
use an cast stone a�nd adjacent �nasot�ry nnateriats.
1. Prodncts: Subject to com�liance with requireinents, provide one ofthe followin�:
a. 202 New Masai�ry Deterge4at; Diedricl� Teclinologies, Inc,
b. 202V Vaua-Stop; Diedrich Technologies, Itzc.
c. Sure Klean Na. b00 Detergent; ProSaCo, Ine.
d. Sure Klean Va�1a Tro�; ProSoCo, Inc.
2.5
A
MO�.ZTAR MIXES
Set�ing Morta3r: Cornply with ASTM C 270, Proportioii Specificatian, Type S.
1Vlo�tar Cement Mortar_ Use rnarfar cement of selectsd color.
�'AAT 3 - EXEC�JTION
3.1
A.
B.
3.2
EXAMINAT'I�N
�xa�ni�e su6strates and conditions, with Installer �resent, far co�npliance with requ�rements �nr
installation tolerances ax�d other canditions affecting per%rmance o�cast stone.
I'roceed �+ith installation only a�ter unsa�isfactary conditians have been correcte�.
�STALLATION
A. Set cast stone as indicat�d an Drawings. ��sta!] anchars, supports, faster�ers, ana other
attachmsnts inc�icated ar necessary tv sacure units i�� place. Set units acciurately in �locations
indicated with edges and faces aligned accorcling to established relationships and indicated
tolerance�.
i:
C.
Drench units with clear vvater jnst before setiing.
Set ��r�its in full h�d of mortar witl� fulJ head joints, tznless otherwise indicated, Buitd anchors
and ties int� mortar joints as units are set.
1. FiIE dawel holcs and anchar slots �vith martar�
City of Fort Wor�l� Evans Ave���e
Huift Zoliars, �r�c. July 26, 2001
�ZX Job Na 03-0768.02
aa7a�o-a
D. Rake out joii�ts for pointing with martar to deptl�s of not less than3/4 incla (I3 mm). Rake
joints to tiniform depths with square batta3x�s and clean sicles. Sarub faces of units to remove
excess mortar as joints ar� raked. .
E. Point mortar jaints by placing and cornpac#ing mor�ar i�i laye�•s not greater thaii3/8 inck� (14�
mm}. Compact each layer tl�oroughly and allow to beCorne thumbpriilt hard be�ore applying
next lay�r.
F.
G.
3.3
A.
B.
3.4
A.
B.
C.
D.
Taoi ea�pose� joints slig�tly concave wl�en thumb}�rint hard, using a jointer larger than �oint
thickness, unless atherwise ii7dicated.
Provide expansion, cantrol, a�xci pressure-relievii�g�oints o�widtlis and at locations indicated.
INS�'ALLATION TDLERANCES
Variatiaiz from Leve1: Do not exceed l/$ ii�ch in i0 feet {3 anm i�13 m), I!4 i�ch in 20 feet (6
tnm iii 6 m), or 3/8 itach (9 mmj maximurn.
Variatian in .ioint Width; Da ��ot vary join� thickness snore tt�an 1/8 inc� in 36 inches (3 mm in
900 m�n) ar otie-�our�l� of naminal joint widtl�, wl�ichever is less.
ADN�TING AND CLEANING
Remo�e and replace stained and otherwise damaged ti�nits and u�its not rnatching approved
Satt�ples. Cast stone may be regaired if inethods and results are approved by Architec�.
Replace units in a manner that results in cast stone matching approved Samgles, complying with
oth�r �'equirements, and showing no evidence of r�placement.
In-progress Cleaning: Clean cast stone as wotk pro�rasse�. Remo�re mortar fins and smears
before tooling�oints.
�inal Cleaning: After mvrtar is thoracaghly set and cured, clean axposed ca,st stone as �olfows:
l. Remove large mortar particles by hand with waoden paddles and nonrnetallic scrape hoes
or chisels. �
2,. Protect adjacent surfaces from contact with cle�n�r by coveriilg them rvit� liquid
stcippable m�.sking agent, pol�ethylene fitm, or waterproof rr�asking tape,
3. Wet wall sti�rfaces with water l�efore a�plying cleaners; remove cleaners promptly by
rinsing thorou�hly witl� clear water.
4. Clean c�st stone by bucket and brush hand-cleaning method describec� in BIA Tecl�nical
Notss No. 20 Revised II, using job-mixed detergent soltition.
END OF SECTiON 04720
C��y of Fvrt Worth Evans Avenue HZI Jab No. 03-0768.42
Huitt-Zo{lars, Inc. ruly 26, 2001 04720��
City' o�Fort Worth
Evans Avenue
�
S�CTXOIV� 048�0
UN�T MASONRY A�SEMB�IES
�
i
PART I - GENERAL
1.1 RELATED DOCUMENTS
A, Drawings and ge�ieral provisions of the Contract, inclvding General atid Supple�-nencaty
Condations and Division l Speeifica#ioj� Sectiai�s, apply to this Section.
� .2 SUNIMARY
A. This S�ction includes unit masonry assembiies consistij�g o�the following:
i. Concrete masonry units.
2. Morrar and grout.
3. Reinforcin� steel.
�. Masonry jaint re'snforaement.
5, Ties and ancliors.
Products-instailed, but not furnisi�ed, under this Sectian include the following:
a. Cast stone trim, fitirnished under Division 4 Section "Cast Stone."
DEFINITI�NS
i B•
� 1.3
A.
. ! 1.�
A.
1.5
Reinforced Mas�nry: � Masonry containing reinforcing ,steel in grauted eells.
PERFQRMANCE REQUIREMENTS
Provide unit masvnry that de�elops t3�e following ne#-area campressive strengths (fm) a� 28
days. De#errnine campressive stre�gth of rnasonry by testing masor�ry prisrns aecording tQ UBC
Standard 21-17.
1. For Concrete Unit Masonry; fm = 1350 psi.
SUBMITTALS
A. Prod��t Data: For each different masor�xy unit, accassory, and ot�er rr�anufactured prod�Ect
specified,
B. S�op Drar�vings: Show fabrication aiid instailatian details for the folIawing:
1. Reinfarcing Steel: Detail bending and placer�ent of z�nii masonry reinforcing bars.
Comply with ACT 315, "De�ails and Detai�ing of Conerete Reij�f'orcament."
City of Fort Wartii
Huitt-Zollars, �nc.
Evans Avenue
J�sly 26, 2001
HZI 7ob No. 03-0768.42
Q4810.1
C.
�
E.
F.
G.
2. Fabricated Flashing: Detail coruer units, exid-dam, t�nits, and other sgeciai appiicattans.
Satnples for Verifcation: For the following;
1. �'uI�-size e�nits for eac�� dif�erent e�posed Enasor�ry unit reyu�re�, showing the fuli raiage
of exposed co}ors, textures, and dirnensions to be e�spected i�n th� c,ompleted const�riiction,
Qualification Aata: �'or firnas and persons specitied in "Quality Assurar�ce" Article.
Material Tes# Aeports: From a q�ia[ified testing agency i�ldicating ar�cf interpreting test resutts af
tlie following for campliance �vst�z requi�ements indicated;
1. Eacl� type of masonry unit required.
a. Include size-variation data for briek, �ez•i�yi�lg that ac#uai range of sizes falls
witl�u� specified tot�rances.
2. Grout mixes comptying with ca►npressir�e strengtk� requiren;zents of ASTMC 476.
Includ� description of type and proportians of grout ingredients,
Material C�rtificates: Signed by inanufactwrers certifyir�g tiiat each a�f ti�a fbltowing itert�s
comp�ies with requ�remet�ts:
Eac� iype of masonry unit reqnired.
a.
b.
Inciude size-variation data for brick, veri�ying that actusl range of sizes %lis
within specifed tol�rances.
Inc]ude test data, meastYrements, and c�lculations establishing net-area
compressi�re strengt� of masanry units.
2. Each cernei�t product xequired far martar and grout, inc��ading name of m�nufacturer,
brand, �ype, a�id �vezght stips at time o� deli�ery.
3. Eaoh combir�ation of nnasonry �init type and rnortar iype. Inciude statenient oi net-area
coinpressive strength of masonzy t�nits, �orta�r type, and net-area compressive streng,�h of
masonry determined accortiing #o Tables 1 and 2 in �CI 530,1/A.SCE G/TM$ 6�2,
4.
S.
6.
Each n�aterial and grade i�zc�icatec! �ox reinforcin�; bars.
Each type and size of joint reimforcennent.
Each type and size of anchor, tie, and metal accessary.
Cold,'Weather �racedures: Detaifed d�scription of rn�thods, materials, aud equi�mez�t to be
us�d to comp�y witl� cold-weatlier req��treznents.
�
City of �art Wo,�l� Evans A�en�� HZI Job No. 03-0768.02
Huirtt-Zo�lars, Tnc. July 26, 2001 U4810-�
1.6 QUALITX ASSURA.NCE
- A. Testing Agency Qc�aiificatiajis: An indepei;dent �esting agen.�y, accep-iabte to autharities having
jurisdiction, qualified accurding to ASTMC 1�93 ta ca��duct tlxe testing iF�dicated, as
documented aeoording to ASTM E 548. .
B. Sot�rce Limi�ations for Masoniy Units: ' t7btain expased masonry units of a uniforrr� textzzre aad
color, or a unifarm blend within the ranges acc�pted for these cliaracteristics, tl�rough one
source frorn a singie mamifacturer for each product required.
C. Souree Lin�itatians for Mortar Materials: �btain mortar i�7�redients of ��nifa� quality,
ineluding color for exposed nn.asonry, from one manufacturer for each cementitious component
ai�d from one source ar produeer for eac[i aggregate.
D. P�econstruction Testing Sert►ice: Engage a qualifiad indepenc�ent testing agency tn perForrr► the
' , fallowing p1•econstruation testing: �
1. Concrete Masonry ilnit Test: For each cancrete masonry «nit indicated, pei•
AST'M C 140.
2. �ortar Test; For mortar properties per ASTM C 274.
3, Grout Test: For compressi�e strangth per ASTM C 1019: �
a. Typical interiar uAait masoru�y wall. ,
l,7 I]ELIVERY, 5TORAGE, AND HANDLING
A. Store inasanry units on elevated pIatforms in a dry �ocation. If units xre not stored in an
enclose� location, cover tops and sides of stactcs with waterproaf sheeting, secarely tied. If
• units become wet, do not install untiJ they are dry. �
B. Store cerner�titious rr�aterials on elevat�d piatf�rms, Un�er c��er, and in a dry iocatio�z. Do not
use cesnentitious materials that. have becarne darnp.
C. Stare aggregates witere grading and other required eharacteristics ca� be maintained and
canta�nination avnided.
D. Store masanry accessories, including meta! iterns, to pre�went corr�sian and accumulatson of dsrt
a�d oil.
1,$ PRaJEC�' CONDITIONS
A. Pratection of �Vlasonry: During constri.iction, cover tops af wajls, projections, and si1ls with
�uvaterprooi sY�eeting at e��d of each day's wark. Cover partially completect masonry when.
construction is not in �rogress.
1. Ext�nd cover � minimum of 24 inches dawn ba#h sides a��d hold cover securely in place.
City of Fort Warth Evans Avenue HZI �ob No. 03�0768.02
HuittwZollars, Inc. r�iiy 26, 2a01 �4810-3
2. Where one veytl�e of �x�.ultiwythe masazuy walIs is completed in a�vance o£ other wythes,
secure cover a rni�ii�nu�n of 24 inches dawn face �n�xt to uizconstructed wytlze and hold
cnverin glac�.
B. Do not ap�ly cast stone caps fo:r at Ieast I2 haurs af�er bi�il�ing mason��y walls or columns.
C. 5taiz�► prevei�tion: P�•ev�nt grout, mo��tar, and soil fi•onx staining tl�e face of masonry to be l�f�
exposed or painted. immediateZy remave grout, ino�tar, an.d soil that come in contact witl� such
masonry,
Protect base of walIs from rai�7-s,plas��ed mud and from ►r�artar splatter hy coveru�gs
spread on ground �nd over wali surface.
2, pxotect sills, ledges, and projections �i•ot�n mortar droppings.
D. Cold-Weather Requireme�ts: Do not use fi•ozen materials or rr�a�eria�s mixeci or coated with ice
or frast, Do not build on frozen substrates. Remave and replace unit masonry damaged by frost
or by freezing caraditioi�s. Camply with aoidWweather eonstrt3ctson raquirem�ents contained in
ACI 530,11ASCE 61TMS 642.
Cold-Wea.ther Cleaning: Use liquid cleaning .methods only when a�r temperature is 40
d�g F a»d above and w�]1 remain so �tntik tz�tasonty has dried, l�ut not l�ss tha�� '7 days after
coinpleting e�eaning. .
E, T-�ot-WeaY,�ser Req�►irements: Pcotect ranit masonry work �rrl�en te►npera�ure and hurnidity
conditians prodace excessive evaporation of water fram snor�ax and grotct. Provide arti�icial
sh.ade and wind breaks and use caoled matexials as requitecl.
�. When ambient t8rnperature e�cceeds 100 deg F, or 90 deg F with a winc� �eiocity �r�ater
than $ mph, do r�at spre�d rr►ortar beds more than 48 inahes ak�ead of �nasonry. Set
masonry units within one min�tite ofspreading mortar.
FART2-PRODUCTS
2.1 C�NCRETE MASONRY UNITS
n
Geileral: provide shapes indicated and as follav�rs:
Pravide staaldard aud special shapes for corners, controt joints, bondin.g, and Qther
special canditions.
�
2, �ro�ide square-edged units for outside corners, unless indicated as bu�lnos�.
Concrete Maso�iry Units: ASTM C 90 and as fallows:
1. Uni# Compressi�e Strength: I'rovide tinits with minimum a�erage net-area compressive
strength of 2150 psi,
2, Weigllt Classiiication: Nflr�nai weight.
Ci#y of �art 3Norih Evans Avenue
�I�itt�Zollars,lnc, Juiy 26, ZOfll
HZI Job No. 03-0768.42
U4�10-4
2.2
3. �'rovide Type II, nonnnaistcire-con#ralled units.
�l. Size (Widtl�): Manufactur�d to che following dimensions:
a. 8 inches nominal; 7-5I8 inches actual.
MORTAR AND G��UT MA.TERIALS
A. Hydrated Lime: A5TM C 207, Typa 5.
B, Aggregate for Mortar: ASTM C 144; except for joints less than 114� inch thick, use aggregate
graded witli 100 perce��t passing the Na. 16 sieve,
C, Aggeegate for Grout: ASTM C 404.
D. Waier: Potabte.
, E.
' 2,3
A.
2.�4
I. A.
A,�ailable �rvducts: Sub�ect to compliance with reyairements, products that �ay be
incor�orated inta the Work incttide, but are not lixnit�d to, the frollowing:
REIri�ORCING STEEL
Uncoated Ste�l Reinfarcing Bars: ASTM A615/A 615M; ASTiVI A 6�6/A 6i6M, including
Supplemen# I; or ASTM A 617/A 617M, Grade 60.
Iv1ASONRY .fOINT REINFQRCEMENT -
General: ASTM A 951 and as followis;
1. Hot-dip galvanized, carba�i-steel wire £or exterior walls.
2. Wire Size for Side Rods: W1.7 or 0.148-inoh diameter,
3. Wire Size for Crass Rods:W1.7 or U.148-inch diameter.
B. �'or single-wythe masonry, provide either ladder ar #russ Ty}ae with single pair of side rods a�d
cross rods spaced not mor� than 16 inalnes a.c.
2.5 TIES AND ANCH4RS, GENERAL
A.
S.
C.
b.
E.
General: Provide ties and anchars, specified in subsequent articles, made frona �naterla�s that
comply with tliis Article, unless otherwise ind�cated.
Hot-Di� Gal�anized Carbon�Steet Wire: ASTM A 82; �itiz ASTM A 153, Class B-2 coating,
Stainless-St�el Wire: ASTM A 5801A 5$OM, Type 30� or 316.
Steel Sheet, GalvaRiized after �'abrication: ASTM A 365/A 3b6M cold-ro�led, carbax�-stee�
sheet hat-dip galvanized after fabricat'ron to cotnply with ASTM A 15�.
Stainless-St�el S�leet; ASTM A 666, Type 304 or 3 i 6.
City of �'ort Worth
Huit#-Zollaxs, Inc.
Er+ar�s Avenue
July 26, 2a01
HZI Job Na. 03-0768.02
04�10-5
F. Steei Paates, Stzapes, and Bars: ASTM A 36/A 3&M.
2.6 BENT WIRE TIES
A. Gener�l: Rectangular Units wiEi� closed �nds ar�d nat less thaaa 4 inches wide. Z-shaped ties
with ends bei�t 90 degrees to'provid� hooks no� less thai� 2 inches long nnay be used for nnasonry
const�•ucted from solid �inits or hollow units laid with cells horizonfal,
i, Where cozlrsing between wyt�ass does nat align, use adjusta�Ie ties composed o:f � parts;
� witu pi�at�es, th� otl�er with eyes; witl� maxirnuxn rz�isa[ignment nf 1-1/4 inclzes.
2, Where wythes are of ciifferent materia�s, �se adjustabie ti�s campased of 2 parts; 1 with
piuties, the other with ey�s; with maximum misalxgnrnent af 1-114 inches.
�. Wire: Fa�ricate �'rom 31I6-inch- diam,eter, hot-dip galvailized s1ee1 stainless-steel wire.
2.7 ADJUSTABLE ANCHORS FOR C�NNECTING TO STEE�, FRAME
A. Generaf: Provide two-piece assezx�blies that allow vertical or harizantal adjustment but resist
tensior� and cosnpressioi� �OfGES perpen�ict�iar to p{ane of wa�l. C]s� criteria �7eLpW un��SS
sp�ci�c typa is nnted fln drawings,
Anchor Sectian: Crinnped iI4-inch- diamater, hot-dip gal�anized steel stainless-steel
wire ancl�or sectivn for welding to steel.
2. Tie Section; Triangufar�sh:aped wire tie, siz�d to erstend withi�a t i��ch of mas4nry face,
m�ada frarri 0.2875-ineh- c�iameter, hot-dip galvanized steel wire.
2.$ MASONRY CLEANERS
A. Job-Mixed Detergent Sotution: Solution of 1/2-cup dry rrieasure tetrasadiurn po(yphospliate
and 1/2-cup cfry measure Iaundry detergent dissol��d in 1 ga�. of water.
2,9 MORTAR AND GROUT MIXE�
A. Genaral: Da not us� acimixtures, including pigments, aix-entraini�ng agents, accelerators,
retatders, water-repe�let�t agents, antifreeze compounds, or ottier adrnixtures, unless otherwi�e
indicat�d,
1. Do nat iEse calcium chioride in martar ox graut.
B. Preblended, I?ry Martar Mix: Furnish dry mortar iqgredients in t�ie farm of a prehlended mix.
Measure qtEantities by weig�t to ensure accurate propartions, and thoroug�ly �i�nd ingredients
bafore d�livering to Project site.
C. Martar for Unit Masonry: Compty with ASTM C 270, Propartion Sp�cification,
Lirrait cementitious materials in rnortar to po�tland cement, mortar ceinent, a�nd lime.
2. Limit ce�nentitious materials in martar far exterior and rein�orcect rnasonry to portland
aeme�it, rt�ortar cenYe��t, aud lime.
City af Fort Wor�h ��ans Avenue HZT Job No. 03-0768.02
Huitt-Zollars, Tnc. Juiy 26, 2001 O�ES10-G
D. Graut for Unit Masonry: Comply with ASTM C 476.
1, LTse grout nftype i«dxcated ar, if nat otherwise indicateci, oftype {fne or coars�) that will
comply wit�i Table 5 of ACI 530.1/ASCE 6ITMS 602 for dimei�sions of grat�t spaces and
poux heigl�t. �
2. Pravidc grout with a slurnp of S to 11 incfies as measured accordi�tg to ASTM C 143.
E.
2.10
A.
Epo�y Pointing Mor�ar: Mix epaxy pointix�g rt�o.�-kat• to cornply wiil� moi�tar manufacturar's
directions.
SOURCE QUALITY CONTROL
Concrete Masa��ry Unit Tests: For each type of co�icret� masonry unit indicated, units will be
tested accordiug to ASTM C 140.
PART 3 - EXECUTION
3.1 EXA.MINATION
A. Examine condicions, with Tnstalter present, for cvmpliance with eequirerraea�ts for insta�lation
toIerances and other conditian� af%cting performance.
1. Veriiy tliat foundations are within tolerances specz�ed.
2. Verify th�t reinforci.ng dowe�s are properIy placed.
3. Proceed with instaIlation only a$er unsatisfactory conditions liave been carrected.
B. Bef4r� instailation, examiije ro��h-in and buiit-in construction t�o verify a�taal loeations of
piping connect�ons.
3.2 INSTALLATION, GENERA.L .
�. Thickness: Bu'rld cavity and composite walls and oil�er masanry cnr�struction to the full
tk�ickness shown. Build single-wythe walls to the actual widths afmasonry units, usit�g e�nits of
widthsindicated.
:
C.
Build chases and reaesses to accommodate items speci�ed in this Section and in other Seetions
of the S�ecif cations.
Leave openings fox electrical to be insta�led befnre compketing masonry. After installing
equipm�nt, corrxplete masonry to match the constrtictian immadiately adjacent to the openirzg.
D. Cut rn�sonry units with motar-driven saws ta provide clea�t, sharp, unchipped edges. Cut units
as required to provide a continuous pattern and to fit adjoining construction. Where possible,
use fi�11-size ��i�its witho�t cutting. Allow units cut with water-cnoled saws to dry before
placi�g, unless wetting of units is speci�ed, Install .c��t uaits with e�t surfaces and, where
�ossible, o�tit edges co�cealed.
E. Select an� arrange ��nits for expased unit masonry to praduce a uni%rm bler�d of colors and
textures.
City af Fort Worth Eva»s Avenne HZl Job No. 03-0768.02
Hui#t-Zallars, Xnc. July 26, 200I Q48f0-'�
]. Mix units from several pallets or cubes as t�iey are piaced.
F. Matchi�g Ex�sti�ig Mas�nry: Match caursir�g, boi�din�, colar, and texture of existing masonry.
G. Wetting of Brick: Wet brick befor� laying if the initial rata of absorption exceeds30 g/30 sq.
in, per �nii��►t� when test�d �per ASTM C 67. AlEow units to absorb water so t�asy are damp but
not wet at the time of laying.
33
A.
B,
C.
GONSTRUCTION TO�,ERANCES
Camp�y witlx talerances in ACI 530.1/A�CE 5/TMS 602 and ti�e foliowing:
For conspicuous vertic�l lines, such as extenial corners, do not vary from plumb by more than
1/$ inch,
Fo�r canspicuous ha�•izonta� lines, such as exposed li�itels, sills, parapets, and reveals, do not
vary fro�n le�el by mor� tlaa�� il4 incl� in 24 fect, nor ]./2 inoh maximum.
D. For exposed bed,{ointa, da not var� from tl�icicness indicated by rnore than plus or rnin��s 1/$
inch, witli a maximum thic�ness ti►r�itec� ta 1!2 inch. Do not �ary from bed joint thickness of
adjacent c4+�rses by more tt�.an I/S inch.
�,
3.4
A.
B.
For �xposed head joints, do not �ary �rom �thickness indicated by rnore tE�an plus nr minLrs 1l8
incii. Do not vary from adjacent bed-joint ai�d head ;joint thickness�s.by more than 11$ iiicl�.
LAYING Iv�ASONRY WA�.LS
Lay out walls in advanc� for accurate spacing af surface 6ond patter�is with uniform joint
thicknesses and for aecurate location of dpenings, nnovement-type jo�nts, returns, and offsets,
Avaid usxilg less-than-half-size uiiits, particularly at cnrners, jambs, and, where possible, at
other locations.
Bnnd Pattern fQr Exposecl Masonry,
As indicated oii Drar�vings.
C. Lay coi�cealed masonry wxth ali units in a wythe in runntng bon.d or ba��ded by kapping nat less
than 2 incf�es. Bond anc! interlock each caurse of each wythe a# corners. Do not use units with
less than nominaI 4-inch horizontal face dirnensions at corners or jambs.
D. Stopping and Resuming Work: Xn each course, rac�C back oiie-half-unit lengtl� for one-half
rur�ning bond or one-third�i�nit length for one-third ruytining bond; do not tooth. CIean exposed
surfac�s of set masonry, wet ctay masonry units fightiy if required, and remove loose masonry
units and mortar before �aying fresh nnasonry.
E.
F
Built-in Work: As aonstruction progresses, build in ite�ns speci�ied �inder this and other
Sections of the Specifications. Fil1 in solidly with masonry araund built-in items.
�'ill spaee betw�en k�o�[ow-metal fi-ames atzd masonry solidly with inortar, titnless otherwise
indica#ed.
City of Fort Wortla E�ans Aventiie H�I Job No. o�-a��s.o2
Huitt-Zollars, Inc. luly 26, 2Q01 04810-�
G. Vl��ere built-in items are to be e►nb�dded in cores o£ hollow n�asonry units, place a layer nf
metal lath in the jnint below and rbd mortar or grout Ento core.
3.5 MORTAR BEDDING AND JOINTING
A. Lxy solid brick-size masonry titnits witl� completely filled bed anc� head joints; butter ends with
suffiaient mortar to fill ��ead joints ai�d sliQve into place. Do i�ot deeply �ui�row bed joints or
slusl� l�ead joints.
B. Tool exposed joints sligUtly coqcave whe�x thut�,bprint hard, using a jointer Iarger tha�� the joint
thickness, uniess othcrwise indicated.
3.6
MASDNRY JOINT REINFORCEMENT
A. General: Provide cor�ti��uaus nnasonry join# reinforcement as indicated. Install entire lengtll of
ln�igitudinal side rods in mortar with a ttiinimum co�ver of5/8 inch on exterior sicie of walls,1/2
inch elsewl�are. Lap reinforcement a minimum oi 6 iz�ches.
�. Space rsi��forcetnen# nat naore than 16 iaicl�e� a.c.
B.
C.
3.7
A.
:
3.8
/:�
2. Provide reinforcement not more ihan 8 incl�es above and below wall openings and
extending 12 inch�s beyond apenings.
a. R�inforcement above is in addition to continuot�s reinforce:nent.
Cut or �nterrupt jaint reinforc.ement at control.and expansion joints, tu�less otherwise indicated.
Pravide cpntinuity at eorners and wall ir�terseetians by usi4ig prefabricated "L" and "T° sections,
REINFQRCED UNIT 1VIASONRY iNSTALLATION
Temparacy Fnnnwork and Shores: Construc# formwork and shores �o support reinfarced
tii�SOi1Cy 8�03'i1�IlfS (Illl'ITI� C0173�CUCh4I7.
1. Construet �ormwork to conform to shape, line, and dimensions shown. Malce it
� sufficiently tigitt to prevent leakage of martar and grout. Brace, tie, and support forms to
masntain position and shape during construction and curing of reinforced masonry.
2. Do not removs forms and shores until reinforced masonry members have hatdened
sufficiently to cany their awn weight and othec temporary loads tliat may be placed on
them during cvnstructian.
Placing Reinforcement: Coxn.ply with reqairetnen#s of ACI 530,1IASCE 6/TMS 602.
�'IELD QUALITY CONTRQL
Ownec will engage a qualifed independent testing agency to perform field quality-co�troI
testing indicated betaw.
1. Payment for these services will be made by O�vner.
City of Fort Worth Evans Avenue HZI Job No. 03-476$.Q2
Huitt-Zollars, Inc. 3uly 2b, 2041 d4810-9
B.
C.
D.
E.
F.
3.4
2. Ret�sting of materials failiug to rr�ee� speci�ed reguirenie�rts s11a11 be done at Contraotor's
expense,
Tesiing Frequet�cy: Tests and Evaluations listed in this Artiele wiIl be perfarrned duri�ig
construction for each 5000 sq: ft. of wali area o�• }�ortian t�ereof. �
Martar p��nper�ies will be tested per ASTM C 7$0.
Grout will 6e sampled arzd tested for compressive strength per ASTM C 14]9,
Cancr�te Masoniy Uiiit Tests: For each type af concrete masoilry uE�it indicated, units will he
tested according to ASTM C 140,
Brici� Tests: Far each typE and grade of briok indicated, t�nits will be tested according to ASTM
C b7.
�tEP.AIRING, POINTING, AND CLEANING
A. R�move and re�lace masanry units that are loose, chipped, braken, stained, or otherwise
damaged or tt�at do not rr�atch adjoining units. Install new units to �match adjoining units; instal�
in fresh mortar, poir�ted to eliminate evidence of replaceinent.
�B, Painting: D�xring the too�it�g of }oints, enlarge voids and hales, except wee� holas, and
completely �11. with mortar. Point �ip joints, incluciing corners, openings, and adjacent
construction, to provide a neat, unifor�n appearance. Pr�pare joints for sealant application.
C
�
3.14
A.
�n-Progress Clear�,ing: Cl�an unit masonry as r�vork pragresses by dry brushing to remnve
mortar fns and smears before tooling joints.
Fina! C�eaning: Af�er ma.�tat is thoroughly set arad cured, clean exposad masonry as follows:
1. R�:nnove large mortax particles by hand with woodeu paddles a�nd natatnetalIic scrape hoes
or chisels.
2. Test cleaning methods o�t sampie wal! paneZ; ]eave one-half of panel uncl�aned for
connparisan purposes. Obtain ERgineer's approval af sample cleaning b�fore �roceedin,g
with cleaning of rr�asonry.
3. Protact adjacent stone aiid nnnmasanry surfaces fra�tn cvntact with cleaner by aovering
tlaem with iiquid strippable masking agent, palyethylene ��in, ar waterproof rnasking
tape.
4. Wet wall surfaces wi�h water before appiying cleaners; remove clea��ers promptly by
rinsing the surfaces thara�aghly with claar water.
MASONRY WASTE DIS�'OSAL
Recycling: Unle�s otherwise indicated, excess mas�nry rna#erials are Co�ltractor's property. At
cotnpJetion af ��nit rnasanry work, remove from Project site.
City of Fort Worth E�ans Avenue HZI .�ab No, 03-0768.02
Huitt-Zojlars, Inc. July 2�, 2001 04�10-10
B. Disposal as FiII I�aterial: Dis�ose of clean masonty waste, inciadit�g brokeia masonry iinits,
wasfe mortar, an� excess or so�l-contaminated sand, by crus�ling at�d mixixlg with fill �►aterial as
�'ill is placad.
i. Crusl� masonry was#e to less than 4 inches in eacl� dimension.
2. Mix masonry waste with at Ieast two parts of speci�ed fill material #'ar eacla part o:F
�
masonry waste. Fill material is speciFied in Division 2 Sectioil "Ear�hwork."
3. Do nat dispose of m�sonry waste as fiil wit�in 18 inches o�fnished grade,
� C. Excess Masonry Waste: Reznove �xcess, clea�a aaaasonry waste tl�at ca�inot be used as �ill, as
described a6ave, and other tnasonry waste, and legally ciispose of off Owner's proparty.
I
�
i
I
��
it
END OF SECTI�N D48 l0
City of Fort Workh Evans Ave�aei� H2I �ob No. 03-076$A2
Huitt-�allars, Inc. 3��1y 26, 2001 0481Q-1X
City oi Fort Worih
Evans Avenue
sECTrorr as9aa
PAII�TTING
PART i - GENERAL
I.1
n
Drawings and general pravisions of the Cotrtract, including Ge�leral and SuppSementary
Ca�ditions and Division 1 Speci�aa#ian Sections, agply tn this Section.
1.2 SUMMARY
A. Tl�is Section includes surface preparation and field paintii�g of the foZlowing:
Expo�ed exterior items and surfaces.
B. Paint exposed sur€aaes, except where indicated that a surface or nnaterial is not to be painted or
is to remain natural. If paint is not specificaily m�ntioned £or an ite�.n or a surface, paint the
itern or surface the same as similar adjacent materia]s or surfaces whet�ier or not schedules
indicate colors. If the dtawi�igs do not indicate co]or nr fii�ish, the Er�gineer wil! select frona
standard colors and �nishes available,
1. Labels: Do not paint o�+er Underwriters Laboratories (EJT�), Factory Mutual (FM), or
other code-required labels or eq«ipment name, identificatian, perfarrnance rating, or
namenclainre plates. •
13 DEFINITIONS
A. General: Standard �oating terms deiined in AST1Vi D 16 apply to this Section.
1.
2.
3.
R�LATED DOCUMENTS
Flat refers io a luster(ess ar matte fiaish with a gIoss ran�e belaw 15 when mease�red at
an 85-degree meter.
Satin refers to low-sf�een finish with a gloss range �etween ] 5 and 35 when xneasLired at
a 60-c�egree meter.
Sernigloss refers to medium-sheen �nish wi�li a gloss range between 30 and 6S when
measured at a 6fl�ciegree meter.
City of Fort Worti� Evans Aveiaue HZI J`o� No. Q3�Q768.02
Huitt-Zollars, Tnc. July 26, 2001 099U0-X
1.4 SUBMITTALS
A. Product Data: For eanh paint system specified, Include blactc fil2ers and prirners.
�
C.
I, Material I�ist: Pro�id� an iiiclusive list of rayui�•ed cQati�ig tnaterials inc��.EdiYig alI c�lor
matches far al� sign coloi-s. indicat� eactz materia� and cross-reference specit�c coating,
�inish system, and application. Ide��tify each material by anan�iiacturer's catalog number
atid general cla�sifiaation.
2. Manufacturer's Inform.ation.: Frovide manufacttirer's technical infarmatian, il1C�L1d111�
labei analysis and instructiof�s far handling, stor�ng, anc� applyittg each cQati�g mater'tal
proposed #'or use. .
3. Certificatian by ti�e Znanufacturer ti�at produc�s supplied comply witfl locai �•egLilations
cont�o�li�lg use of �oIatile orga�ic cnmpnuuds (VOCs).
Samples �or Initial Selection: Manufacturer's color t�atches sl�,owing tlZe colors available for
each type of finish-cQat rnaterial indicated.
Samples for Verification: Of eacia coior and material to 6e applied, with texture ta simuiate
acttial conditions, on representative Samp[es o�the actua� substrate.
2,
3,
Provide stepped Samples, de�ning each separate coat, i�cluding block f�llers and
pririaers, Use re�resentative colors r�i+l�en preparing 5amples �or review. Resubmit until
requir�d sheen, coior, a��d t�xri�re are ac�ieved.
�'rovide a list of materials and applicatians for each coat a#' each � sample. Lahel each
samp�e for location and applica�iorr. -
SUbrnif Sanapies on the iafEowing substrates for the Engineer's review of calor and
t�xt�zre ot�ly: ,
a. Ferro�is 1VIeta1; Provide two 4inch- (100-mm-) square samples of flat rzaetal and
two 8-inch- (200-mm-) long samples oi solid metal far each color and finish.
D. Qualification Data: For firms and persons speci�ed i�� ttae "Quality Assurance" Article to
demonstrate their capabilities ai�d experience, Inciude lists of cornp[eted prnjects wi#h proj�ct
names and addresses, names and acldresses of Engineers a�d owners, and otfxer informatlon
speci�ec�.
1.5
QUALITY ASSURANCE
A. Applicator Qualifications: Engage an experienced applicator who has enmpletea painting
systexn applicatioi�s similar in materia] and extent to flaat indicated for this project with a recard
b�'stiiccessful in-sarvice p�rinrmance.
B. Source Limit�tions: Obtain block iillers, primers, and ui�dercoat materials for each coating
system from the same nriantiit'acturer as the fnish coats.
City o� 1Fort Warth Evans Avenue HZ� ]Qb Na. 03-0768.Q2
�uitt-Zo�larrs, Xx�c. 3uly 26, 2001 49gpp 2
l.d DELIVERX, STORAGE, AND HANDLING
A. Deliver mater�als to the Project Site in naantifacture��'s original, uzlopened packages and
cantainers b�ari��g manufac#urer's name and �a�el, and the fo�lowing infoi•mation:
1. Prnduct t�arrie or ti�le nf materia�.
Z. Pa'o[#uCt riescriptiort (generic classi�cation or binder type}.
3. iVlanufacturer's stock nit�nber a�zd date af maaxu�acture.
4. Coiitents by �nlume, for pigment and �ehicle constituents.
5. Thinning instruct�o�s.
6. Applicatinn instructions,
7. Color name and nu�nber.
8. VOC co�tent.
B. StQre �naterials not �n e�se in tightly covered containers in a vvell-ventilated ar�a at a minimurn
ambient temperature of 45 deg F(7 de� C). IVXaintain containers used in stnrage in a clean
COIldk�i017, fTBE O��OCelgll lCla�01'13�5 �fl(� tBSI4�llC.
I. Protect from free�ing. Keep storage area neat and ardarty. Remove oily rags auc! waste
daiiy. Take t�ecessary meast�res to ezzstir� that war�Cers a�d wark areas are prptected
from iire and health hazards resulting �rom handling, mixing, and appiicatian.
1,7 �'RQ3ECT CONDITIONS
A. Apply water-based paints only wh�n the temperature af st�rf'aees to be painted anc� surra�n�irtg
air temperat��res ate betweeii 50 and 90 deg F(l0 and 32 deg G).
B. Appiy solvent-thinned paints only when the temperatuxe of surfaces to be painted a«d
surrounding air t�mperatures are beLween 4S and 95 deg F{7.2 and 35 deg C),
C. Do not apply pai�rt in snow, rain, fog, or mist; nr when ti�e relative �umidiTy exceeds 85 percent;
ar at temperatures Iess than 5 deg F(3 deg C) above the dew point; nr to damp or wet surfaces.
I. Painting rr�ay c�ntinue ciuring inciement weather if surfaces and areas to be painted are
enclosed a�Yd heated within tamperature limits specified by manufact�.irer during
application and drying periods.
1.8 �XTRA MATEIt[�1LS
A. Furnish ext�a paint materials fro�n the same productian run as the materials a�plied in the
quantities described below. Package paint materiais in uno�ened, factary-sea�ed containers for
storage an� zdentify with labels describing contents. Delive� extra materials to the Owner.
l. Q�Yantity: �'urnish the Qwner vvith extra paint materials in the quantities indicated be�ow:
a. Exterior, SamiglossPaint; each color indiaated -� ga�.
b. Anti-Graffiti Clear Shield-- 1 gal.
City oi�'ort Warth Evans Avenue HZI 3ob No. 03-07G8.U2
Huitt-Zollars, Inc. J��ly 26, 2001 : 09900-3
�'ART 2 - PRODUCTS
�.I
A.
:
�.z
Available Products: Subject to colnpIiance with requirements, proc�ucts t13at may be
ancorporated into the Virork ir�chide, but are no� fimited to, products listed in the paiirt schedules.
Ma��ufactttrers Names: Tlie following n�anu�'act�trers are x•efen•ed to itt tha paint schednles by
�ise of sho�ten�d versions af their names, which. ar�e shown in parentheses:
]. Devoe & Raynolds Ca. (De�roe}.
2. Fuller-O'Brien Paiiits (Fuller}.
3. Glidden Co. {The} (Glidden).
4. Beujatnin Moore & Co. (Moore}.
S. PPG Industxies, Ina (FPG}.
6. .Prat� & Larnbext, Inc. (P & L}.
7. Sl�erwin-Williams Co. (S-W).
PAINT MATBRiALS, GENERAI..
A. Material Cojnpatibility: Prov�de bIacEc fllers, primers, undercoats, and finisi�-caat materials
that are compatible with one another and the substrates indicated under conditions af service
and application, as deinanstrated hy �at�ufacturer based on testing and field experienc�.
�, Material Quality, Provide man�facturer's best-quaZity paint nnaterial of the various coating
iypes specified. Paint-materiai containers not displayi�g rr�an��fa�chirer's product identificatioi�
will not be aaceptable.
1. I'roprietary Na�nes: Use of manufacturer's pxopri�tary product nannes to designa�e colors
or materials is not int�nded to imply that products named are reqt�irsd to be used to the
exciusion of equivalent praducts of other manufacturers, F�irnish manufac�.�rer's material
data ai�d certifcates of par�'or�nartce for proposed substitiitinns.
C. Color.s: As indicated on plans and chosen from samples.
PART 3 - EXECUTION
3.1
A.
MANUFACTURERS
EXAMINATION
Exarr�in.e substrates, areas, and conciitions, with the Applicator present, uxider which �ainting
will be pe�arrr�ed �or co�nplianee with paint application requirements,
City of Fort Worth E�ans Avenue HZI Job No, 03-Q768.02
Huatt-Zollars, Inc. July 26, �001 09900-4
1. Do not begin tc� ap�ly paint tii�til unsatisfactvey ca��ditions have been corrected and
sur�aces receiving paii�t are tl�aroughly dry.
2. Start o#' painting will be construed as the Appiicator's acceptanca of surfaces sr�d
condit�ons within a particu�ar area.
B. Coordination af Wor�C: Revievv ather Sec#ions in wliich pri�ers are p.ro'vided to ensure
compatibili�,y of the total systean for variaus suhstrates. �ii request, furnish informatioa� on
cl�aracteristics of £'inish xnaterials to Ensure use af ca�npatible primers.
Noti#'y tl�e Engineer about aiitiaipated problenns usitig the rnaterials 5p6G1�lEd o�ver
su6strates primed hy a�hers.
3.2 PREPARATIdN
A. General: Rarno�e hardvware and hardware aCC@550fI8S� plates, machined surfaces, lighting
fixtures, and sirnilar it$ins slready instailed that are nvt to be p�.inted. If remo�ai is impractica�
� or irtipassible because of tlie size or weight of t�e item, provide surFace-ap�(�ed protection
befare surface preparation and painting.
1, After corr�pleting painting operations in each space or area, reinstall iterns removed using
warkers skiLIed in the trades invoIved.
S. Cleaning: Before applying paiz�t ox other surfaee #reatments, ciea�} the si�bstratas nf su�istances
that could innpair the bond of the �uarious coatings. Remove ozl and grease 6efore cIeaning.
1. Scheduie c�eaning and painting so dust and other cantarn�ina��ts from the c�eaning process
will not fa31 ar� wet, newly painted surfaces.
C. Surface Prepar�tion; Clean and prepare surfaces to be painted according to manufacturer's
written it�structions %r each particular substrate Eondi#ion and as specifted,
1. Pro�ide barrier coats over incompatible primers or retnove and reprime.
2. Cementitious Materia.ls: Prepare concrete, concrete rriasor�ry block, eement p�aster, and
mineraZ-�ber-reinfnrced cement panel surfaces to be painted. Rerr,ove efflorescence,
chalk, dust, dirt, gr�ase, oi1s, and raleas� agents. Roughen as required to rennove glaze.
If hardeners or sealers have been used to �mprove curing, usa m�chanical methods of
surface pre�aration.
a. Use abrasive 61ast-cleaning rr�ethods if recnr►�mended by paint mamEfacturer.
b. Determrne alka�ini#y anc� r�ioist�xre content of sur�aces b� perfarniing apprapriate
tests. If surfaces are sufficiently alka�ine ta causa the fsnish paint ta blister and
burr�, cnrrect this condition before ap�licatiQn. Do not pa'rnt surfaces wl�ere
rnoisture content exceeds that pernlitted in mar�ufacturer's written instruetipns,
3. Ferrous Metals: Clean ungalvanized ferraus-inatat sur£aces that have not been shop
coated; remo�e oil, grease, di�, Ioose miJl scaie, and otlaer fareign s�ibstances. Use
solvent or mechanical cleaning tneYhods that comply 'with the Steel Structttres Paintir�g
Counci2's {SSPC) recvmcnendations.
City of �art Wo�th Evans Aven�le HZI Jnh �ln. 03-4768A2
�Iuiit-Znllars, Ine. Juiy 26, 200I 09900�5
a. Blast steeL surfaces clean as r��oxnnaended by paint systerra manufacturer aild
according to rec�uirernents of SSPC-SP 10.
b. Treat bare and sandblasted ar pickled clean matal with a inetai treatment was�, caat
before prirnix�g. . .
c. �Touch t�p bare areas and sliop-appIieci prime coats ti�at have been dama�ed. Wire�
brush, clean with soIve�ats recommended by paint xnanufacturer, an� touch tip with
ti�e same primer as the shop caat.
D, Materials Preparation; Mix an� prepare paint rr�aterials accordiEzg to manu�acturer's written
f I'fStl'LI CtlOf15.
1. Maixrtai�i containers usec� in mixing and appfying pai:ut in a clean condition, free of
foreign materials and residue.
2. Stir inaterial before application to produce a mixti�re oi unifoxzn density. Stir as required
during appiioation. Do not stir sarface film into materaal. If neoessary, rernove suriac�
�ln� and straiaa znaterial befnre using.
3. i7se oxify thinners approved by paint nnanufacturer and oi�Iy wEthin reco��►m�nded limits.
3.3 APPLICATION
A. GeneraL• Apply paint according to rr�anUfaetUrer's writtett ins#rtictions. Use applicators and
techniques best suited for substrate and type of material being applied.
I. Paint calars, surface treatments, and finishes are indicated on pIans.
2. Da not paint over dirt, rust, scale, grease, moisttare, scuffed surfaces, or conditions
detrimental to formatian oia durable paint flm.
3. Provide iinish coats that are compatible with primers used,
4, The term "�X.pUS�d 514r�aC�5" incliYdes areas visib�e when perrnanent ar biiilt-in fxtures,
con�ectar covers, cnvers for finned-i-�be radiation, grilies, and similar components are in
plaee. Extend coatings in thes� araa:�, as required, to mainta�n tltie syste�n integrity and
provida desired protecti4n.
E. Scheduling Pau�tin�, Apply first coat to surfaces tizat ha�re been cleaned, pre#x'eated; or
otlxerwise pr�pared for painting �s soon as practicable after preparation and be%ra subsequent
surface deterioration.
1. The ilamber of coats and t�e filrn t�iickness reguired ar� the same regaTdlesS af
application method. Do not apply succe�ding coats until the pre�ious coat has cured as
recommended by the rnanuiacturer. Zf sandi�ig is required #o produce a smr�o�h, even
su:rface according to manufacturer's written instructions, sand 6etween appfications.
2. Omit primer on mstal surfaces that have been shop prirned and touc[�up painfed.
3. Xf �Endercoats, stains, or ather conditions show through final coat of paint, apply
adciitianal caats until pain� filrn is of taniform f�nish, eolor, ancE appearance. Give special
atte�tion to e�sure edges, corners, crevi�es, welr�s, and exposec� fasteners receiv� a dry
film thickness equi�val��tt to that of flaf suxfaces.
4, Allow sufficient tims betwe�:n successi�e coats to pertnit propee drying.. Do not xecoat
surfaces until pait►t lias dried to where it feels firm, class not deform or feel sticky under
City of ForC Woi�th Evans Avenue H�I Jqb No_ D3-�768.02
Huitt-Zollars, Inc. July 26, 2001 099�U-6
�noderate #hv�a�b pressur�, apd vvhere appiication of ar�other coat of paint does not cause
the undercoat to lift or lose adhesion,
G.
A�plication Procedures: Apply paints and coatings by brush, rotler, spray, or other applicators
acaarding to manufacturer's written inskrctctians. -
Spray Ec{uipinent: Use airiess spray equipment wit� ori�c� stze as recommei�ded b�y �l�e
manufact��rer for tlis rr�ateria� ar�d texture required.
D. Minim�in G��.�Ii1g T�aiCiE�1BSS: Apply paint materials no thinr�er tl�an manLifacturer's
recon�me��deci spreadin� rate. Pro�ide the tata� dry film thic�Cness of tl�e entire systeEn as
recnrnmended by the manu�acturer.
E. Prime Coa#s: Before a�pJyijsg �nish coats, apply a prime coat af rnate2•ial, as recomme��ded by
�lte ma.�ztifacturer, to material t�at is required to be paintEd or finished and thafi lias not bee�
prime coated by otlzers. Recoat primed and sealed sui�faces whet�e evidence of suctian spots or
unsealed areas in f�rst coat appears, tD E115UxB ��1i113�1 CO�t Wli�l ri0 bUiCi f�XUU��I al' p�il�l• defects
due to i��sufficient sealing.
F. Pigrz�ented (Opaque} F�nishes: Compietety cover surfaces as a�ecessary to provide a smoot�,
opac�ue surface of �miforrn finish, calor, appeara�rrce, and cav�ra�e. Cloi�diness, spntt�ng,
�alidays, laps, •brusl� t�arks, r�ns, sags, ropiness, or atlaer sur�ace imperfections will not b�
acceptable.
G, Transparent (Clea�r) Finishes: i7se multipl� coats to praduce a glass-smootl� surface film of
even luster. Provide a finish free of laps, rt�ns, clou�liness, colvr irregularity, brush znarks,
orange peel, naii ho[es, or other surface im�er#'ections.
I'rovida satin finis� £or final coats.
H. Cvmpleted Work: Match approved sainplas for calor, t�xture, and coverage. Remove, refinisl�,
or repaiirt work not compl�ing with requireryxents.
3.� CLEANiNG
A.
3.5
A.
Cleanup: At tlie end of each warkday, remove empty cans, rags, rubbish, and other discarded
paint materia�s from the s�te.
l. After completing painting, c�ean glass and paink-spattered s�ir�aces. Reznove spattered
paint by was�ing and scraping, Be carefi�l not to scratc� or damage adjacent fnished
surfaces.
PRflTECTION
Prat�ct wor�C af other trades, whether being painied or not, against damage by painting. Carrect
darr�age by cleaning, repairing or replacing, and repainting, as appraved by �ngineer.
City of Fo�t Worth �vans r�venue HZI Jnb No. 03-0768.q2
�Tuitt-Zallars, Inc. lnEy 2d, 20�1 09900-7
B. Provide "W�t Paint" signs co protect newly painted finishes. Remave temporary protective
wrappings pro�ided by athers to pratact their wark after completing painting aperations.
At completio�� of coilsta•uctian aetir+ities oi ather trades, to�ch up and restore da��aged or
defaced painted svrfaces. Camply with proaedures speci�ed in PDCA P1. .
3.6 EXTERIC?R PAINT SCHEDULE
A. Co�acrete, Anti-Graffiti Clearcoat: Pravide the folIowic�g finish systems over vercical exterior
masonry or cast surfaces:
2 finish coats as recazn�ner►ded by �na�aufacturer.
B. Ferrotis Metal: Provide the fotlowing �i�isl� systems �ver axterivr ferrous metaE. Primer is iiot
req�Eired on shop-primed items.
Sei�iglass, Alkyd-Enamei �inisli: 2 f�nish coats ovex a rust-inhi�itive primer.
a. Prinner: Rust-inliibitiv� metal pri�ner applied at spreading ra�e recommended by
the manufactEirer to acl�ie�vs a tota� dry filrn t�icicness of not less than2.0 mils as
noted on clrawings
b. First and Second Coats: �Semigloss, exterior, alkyd enarnel appIied at spreading
rate recornmendad by the manufacturer ta achieve a total dry filrn ttzickness of nat
lass than 3.4 mils as noted on drawings.
END OF SECTION 09900
City of Fort Wnrth Evans Avenue HZI Job Na. 03-47b8.02
Huitf-Zollars, Inc. Juiy 2d, 2001 U990q-�
C�ty of Fort Worth
Evans Avenue
SECTION 1�43�
WATER FEATURE PUMP EQYJ�YMENT
PART 1 - GENERAL
i.l
A.
1.2
A.
�.3
A..
5��tion Inciudes:
Water recireulation ! fau�atai�� �x►eatianical and electricai worlc
R�LATED SECT�ONS
Division 16 - Electrical Site Xriaprovements
REFERENCES
Comply with ap�licable pro�isions oi the laiest edition af the following codes and star�dard
speci�ications
NEC
NFPA
UBC
UPC
ASTM
ANSI
ASME
AW'WA
CS
NEMA
NS�
UL
C5A
EIA
I .4
SCOPE
National El�ctr�cal Code
National F'ire proteatior� Association
Unifarnn Building Code
Uniform Plumbing Cod�
American Saciaty �ar Testing and Materials
American Nationai Standards �nstit�te
.Americati Society of Sanitary Engineering
American Wa�er Virorks Assoaiation
Cornmercial Standards
National Elactrical Manu�acturers Assoeiation
National 5anitataon Ponndation
Underwriters Lab�ratories, Inc.
Canadian Standards Associatian
Electronic Indus�ries Association
A. Fountain co�ntraetor i� fo provide a design build water feate�re providing operation c�esign,
fountain equipme�rt, fountai� hardware iittings, jighting, waterproofing, pIumbino and el�ctrical
between equipment vault and fvuntain, and specialties. The water feature visual effect rvili be
created by eight separate o�erflow basins operating at a common elevation and having weir
overflow depths of appraximateiy 1/2oato a lower basin. The eight waterfalls wiil be
City af' Fart Warth E�ans Aven��e HZI Job No. 03-�768.02
Huit#-Zollars, Inc. July 26, 2001 1�43�-i
indivicfually Zigl�ted by underwater ligh� fixt�ires for night viewing. The General Contractar
5Y1c1�I PPOVI{�E CQI75�CilCtldl7 Of'CtlO �011rii&1!'k S�Pi.]CtUl•al as sh4wn in the construction plans.
i .5 WORK INCLUDED
A. Water recircvlation display system including pump, vaIves, fiberglass vaulk, pipi�g, cantrols
alzd 5peCialtie5.
B, �'ottntain dispE�y systero inc�uding pump, vai�es, fih�rg[ass �auft, pipi��g, fountain nozzIe,
fiberglass s�ppar� stand a��d specialties. �
C. Fountail� and water fall li�l�ting system incltitding lights, cable, jtinction bo�es and s��cialties.
D, �'aurztai�t plumbing at�d e�ectrical services, includiiig water, sewer and pawer supply to
designated points of comlection witl� site utilities.
E. Special taots for aperation an� main,#enat�ce c�f the equipmer�t pravided.
1.6 SUBMITTALS
A. Com�ly with pravisions aF Ssction 01304
B, Stibmit sl�op drawings furnished by the eq�iiprt�ent supp�ier, togetl�ex with additiona!
informatian and details required to illustra#e installation of the aquipment, Do� not use
prelirz�inary ar sck�ematic drawings providsd hy the eq�zipment supplier. S�abrraittals shal!
include the following:
Z. Mat�ria! list for alI materiais a�►d squipm�nt furnished.
2. P'roduct data �or all mat�rials and equipment furnished.
3. Sliop drawings of the equipment space layoLEt showing a!I mechanicaI actc! electrica�
equipment in ac�dition to a�l pipir�g. Include pipe elevations and dimensions between pipe
cen#erlines where relevan#, �rovide overall site drawing for the puznp vauli, the discharge
pipe, and the fixed #'ounta�n equipment.
C. Maintenance Nlanuais
Prior to acceptance of the work, de�iver ta the owner three (3) capias o� the O}serations and
Maintenance manual, together with additional information ar inanuais which would assist in
tlle rnaintenance of the Fountain equip�ent.
1, 7 PERSOM�IEL TRA7NTNG
Make provisions �vr technical instruction of Owner's mainte�ance personnel, by the equip-
ment supplier's p�rsonnel.
City oi Fort Wort� Evans A�venue HZI Job No. 03-07f 8.42
H�itt-Zallars, I»c. Suly 26, 2001 ���3���
l .8
�
QUALITY ASSURANCE
Supplier / i�Ystaller must have a minimutn of five (S} years prior experience praviciing similar
type and qaaiity work speci�ied.
B. Wlzen the specifications anc� c�rawi��gs ca�l for describe materials, workmanship, or constr�ction
n� a better quality, higher standard or larger size than is requsred the above-mentioned rules and
reguiatio��s, the provisians af tl�es� speci�cations and drawings shall take precedance aver the
require�ments of said cules and regulations.
C. Furnish, without extra charge, atty addittottal materiat of iabor required �or compliance w�th
these rules and regu�atior�s, although not tnentionad in these specifications or it�dicated on the
drawir�gs. -
.l .9
SiTE CONDITIONS
Take speciai care ta protect existing impro�ements, existing trees, and vegetation scheduled
to reinain. Do nat begin wark until existing improvements aiid landscape have been ad�-
quately pratected. Maii�c#ain 6arricades and other protectian work throughaut the duratian
of tt�e aontract. '
PART 2 - �'R�DUCTS
2.1
/.•�
:
C.
EQUIPMENT LIST
Fiberglass Equipment Vault
A, prefabricated fiberglass equipr►aent vault sha[i be su�pdied for housing of the water feature
pump, filter, and control equipnnent. Vault shall hE fiberglass reinforced plasiic with interior
white ge]-coat �nish. The floor of the lower shell shall be fotxned wa�li an i�tegral, periphery
drain tro�igh which feeds into a formed sump af adequate size ta accept the simplex sur►zp
pt�mp assembly. Vai�lt shall be supplied with ar� alutnin�tm la�.dscape iype access hatch. A�-
berglass flr aluminum ladder shal! be supplied to pravide access down into the sulr�surfacs
�tructure. Vault assembiy sha116e supplied witi� a farced air ��ntilation system to provide a
minimurr� of 360 CFM. Eac� vault shaZl cor�tain a dust and r�aaist�re resistant,120 volt flua-
rascent type lig�t syste�n with two 40 watt rapid start lamps, �
'VaYtlt Penetrations
AII pipe penetratians into the vault shatl be made wiih a co�ed hole. Eaeh genatration shall be
properly sealed so as to preclude the possibility of water seepage, Each genetration shali be
sup�lied to aliow easy cot�nection of �ntake and returr� transfer piping and all electricai s�rv-
ices entering or leaving the vault unit.
Pumps (centrifaga!}
Cit� of Fox� Wortli Evans Avenue HZI �ob No. 03-d768.02
Hui#t-Zo11�rs, X�c. 3uly 2b, 2001 � 1�435-3
The pUtx�,p casting shall be ASTM 48, class 3Q cast iran capable of hytErostatic test at 150 °10
of maximum discharge pressure and �ave bat�x suction and lYub repiaceable wear ring. All
�nating parts shatl iiave a regist�r fit to e�tsure alignma�it.
The impeller shall b� enalosad, single piece 6ronze castiug cornpletely macl�ined on a�l out-
side surfaces and statically balanced at titxie of p�mp assemb�y. The zmpeller sf�al! be keyed
to th� shaft and secureNy fastened wit� a vibration resistant lock screw and washer.
Tl�e packi�g box shall cai�tain a meclianical seal #'or the spacific applicatiofa.
D. Motors
The c�o�e coupled ce�rtrifugal mators shall have open-drip prooieneIosure in compliance witl�
NE1WlA standard IWIG 1-1.25. Motor shali be cantinuo�sly rated in accordance with NEMA
standard MG ], and shall be NEMA electrical design B with �.15 minimuin seivice factor.
Insulatio�l slat�ll be class F and nave a temperafiure rise in accardance with NEMA stai3dard
MG 1 over a maximum ambient temperature of I Oq� degrees Fahrenheit (40 dagreas Celsias.),
Niotor shall be v►+oEind for th� starting coi�fig�ration necessary to be cotnpatible witEz 208/120
�voIt, single phase, 64 Herta across the tine starting. Sta�or frame and end brackets shail be
maclained froin rigid gray iron castings, and ti�e housing ii1 #he end brackets for the
bearings shall be precision borec! to pravide correct �t for the bcarings. Cast iron conciuit
hox shall be weatherproof type, gaskets fittad at all joints, anc! shall be tapped for ease of
cand�►it conneetion. � � �
The itnotor shalt be of Uii�ted 5tates znanufact«re, closed coupled, apen drip praof typa with
rodent screens on a�l ventilatin.g passages. The motor bearings shalI b� selected to withstand
thrust loads and have a rrtEnimum �ife of 5 years cantinuo�as operatian.
The anotor sliaf� sl�al! be high strength sieel protected by a brooze shaft sl�eve securedta the
shaft to pre�ent rotation. The maximum allowable no-load shait ruiy out shall be .002 inches.
Ths impe�ler shal! not cantact the suction or hub wear ring under any operating laad eflndi-
tion.
`�he pump and motor shall be cannected by an �-1STM 48, Class 30 cast-iron bracket inaarpo-
rating a full i�olating shietd witla dual slingers ta prevent moisture frana entering the front
tnotor bearing. Azxiple acc�ss shall be pro�ided for �as� of a mechailical seal reptacement,
E. Purnp Check Valves
P�rmp check val�es shall be silent ch�eck wafar style supplied on pt�rnp discharge. Valve
boc�ias shall be east from grade 3S casi irnn or better and shall be free frozx� blow hales, sand
ho�es, an.d other impurities. Internals shali be inachined bronze disc and stem guid�, and shall
be aligned tQ al�ow proper seating and fiill closure befare flow reversal. Seat sh.aIl beBuna-N
to pror+ide resilient sealing.
City of Fort Wortl1 Evans Avenue HZI Jab No. 03-0768.�2
Huitt Zoiiars, �t�c. .iuly 26, 200I x�43S-4
Valves shall be sized to permit full pump capac�ty to discl�arge tl�rough ti�err� witl�out sx-
ceeding a press�zre drap of 3 psi. Vai�es shall be of the type rnanufact�tred by Val-1V�atic, or
approved equal. '
F. Vault Manifald and Field Piping
Polyvizayl cktloride pipe (l��reinafter referred to as PVC pip�) shall ��ave been nianufactured in
accacdance wsth the �'roduct Standards as foljows;
1, �roduct Standard �'S-22-70 shall ap}�Iy and be ihe governing �uthority as a�aplicable for
the water reeirculation pipif�g and shal l be SDR 21 1 Q" �C1aS5 1 C)O� b-1 �Flg 5�?�CL�C�tlflIl.
2. Product Standard PS-22-70 shall apply and be �lie governing autl�ority as applicable for
the fixed foun�ain piping and sfia[l be SDR-21 b" (class l60) solvent weld specif�aatiou.
Tl�e 2" piping ta ba instalied for the latte fill shall be {ciass 200} solvent weld
speaificatian.
3. PVC Pipe Marking and Identi�catioi� - Al! pr+e pipe sha�l be continUously and
perrnanentiy marked with the �ollowing infarinatian: man�tfacturer's name, pipa size,
type of p�pe and n;�aterial, SDR �nuimber, Commercial Standard Num�er, and NS�
(National SanitatiQn �'oundation) Saal.
G. PVC Pipe Fittings
Sol�vent weld pvc pipe ftkings sk�aJl be PVC Schedule 4fl, as man�ifactured by Spears Manu-
facturing, Tnc, or by tlze Lasco Company, ar approved eqt�aL AIl FVC fittings shall be on. the
same materiai as the 1'VC pi�e speci�eci and shall be compatible with the FVC pipe furnished
and sh;all con%rm to ASTI�-p-2466.
Atl sol�+etit weld joi�nts shall be cleai�ed and salvent welded as r�comtnended by the PVC pipe
a�d fittings maun£acturers. Sol��nt weld cemenY s�all conform to ASTM�D�25G4,
A,II o-ring joints shali be rnade with pipelo-ring �t�}�rication, as �ecQmmended by the PVC pipe
and itkings tnar�ufacturers. Corzcrete thnist b�ocks sha�l be po�ared when ai�y direction change
accux� in tlie pipe installation.
H. Bask�# Strainer
'� A 6'° inlet basket strainer shall be instailec# an the common fJoode� intake �ine. The cast iron
bask�t strainer s1�a11 be eqiiipped with 125 pound fianges and shall include a clamp cover for
the� basket strainer. The screen shall be inanufactured with st�inIess steel, and shall include
118" perforatians (29 holes per square inch). Isolation valves shall be, installed on the inlet
� manifold and an each centrifuga� pump so that the basket strainer can be serviced properly.
A 3/a" drain val�e, with galvanized piping, shal! be insialled {between the basket strainer and
the va�ilt sump) to drain any excess water prior to servicing the basket strainer.
I, Isolatia� Valves
Systeni isalation valves shall be instalied an the water fe�ture punnp syste�n, to co�npietely
isalaCe the purnping sys�em frnm the water feat�re piping a�d the supp�y sourca Valves� shal!
have one piece body cast from meehanite iraiz. Stem sl�xll b� 416 stainZess steel. Dise sha11
City of Fort Warth Evans Avenu� HZI Job No. 03-07bS.02
Huitt-Zollars, 7nc. July 2G, 200I 1�435��
he oad�nium piated ductile iran. Stem bushing sha�� beluberize.cl bron�to prev�nt stem sei-
zure to body during prolonged periods o� noz�-use. Seat shall be Buna-N elastortrzer, one
piece constructioz�, aud slial� aisa fornn tl�e flange sealing gaskets. Handles shall be ten posi-
tian lever lockitxg. Valves shall be rated a� �SD psi bubble shutoff.
J. Vault 5ump i'urr�p
The fiberglass v�ult is er�uipped wifh a s�mp for purpases af col{ecting water rttn off inside
the vault. A sump pun�.p shal� be installed ir� th� �ault sum.p, with piping dischargii�g back to
the water �eature lake. This pump sha�l be capable of �utnping �Z GPM at 20 TDH.
Suxnp P��np discharge p��ing shal� be installed between the equipment va�I� locatkQt� to a]o-
cation iaa the water Feature lake. Tlae ciischarg� of ti�is pipe must be a mini�nnum of �.0" be�ow
the normal vwater le�el elevation, a��d a check valve rnust be instal�ed on this pipe to prevent
back.flow inta tlie pump vault. The check valve sha�l be isolated with au a�propriate isolation
valve for fiiture sarvice and ar replacement.
A mechanica! �loat switch shall be installed to co��tra1 tlae on 1 off operatio�a of t��e siimp
pump. T�e pump shail be ratad �ar 120 volt aperation (6 ainps), a��d shali be v�+ired into tli�
water feature pum�p control panel. An approvEd �nderwater junction box sha�l be installed so
that the pump can be removed far s��-vice.
A ternporary 120 volt por�+er s�ipply shall be pro�ided by th� G�neral Contractax• prior to in-
stallation ofthe vault asserr�bly. This shail pro�vide power ta,the sump pump until tnain pawer
�as be�t� established to preclud� the possib�lity af flooding. This temporary �awer shall re-
rnaiiz oz1line a��►d a�ailable at all times Ltintil main power is connected.
K. lfault Ventllati4u
A forced air ventilation system shall be installed in the cancrete vault capable �£moving a
minimiim 360 CFM {cubic feet af air p�r minute). Tl�e ventilation sys#e�n shall inolude a 4"
inta�Ce vent (located at the battom af the vault and a 4" discharge �ent (located c�ose to the top
c�f the vault}. Steet vent cavers, with ins�ct screens, shall be insta�Ie� on the top of eaeh vent
pipe.
The blower shall be installe,�I at the tap of the vault, covezing th� disehar�e ve��t opening with
an o�itlet flange. It shall include hnusing supports which can attach the hlower unit to tl�e
vau�t wall. T�i� blower sha.(( be rated for 120 ^voIt operation (2.9 atrfps) and shail be vwired into
the water featEEr� pum� cantrol panel. A thermostat, loeated in the v�ult, will, control �l�e op-
erat�on ai the foz�ced air ventilation system:
L. Water F�ature Control Panel
Co��trol panei shal� be housed in NEMA rated �ncfosure and shal� bs attached to the �ault
wal�, Pac�el sha.11 provide tirne purnp startiip and shut�orn�n, rvith the apprapriate safety fea-
t�ires for p��mp/motor aperaC�on. Running time meters shalT display, in hours and t�nths, the
total tinne o�' �ach motor. Haur meters shall nat be r�sett�ble, to insure cantinuous time
monitaring. All indicating lights, reset butto�s, seiector switc�►es, and hot�r meters shall be
moanted in enclosure dovr.
Cify of Fort Worth Evans Aven��e HZI Job N'fl. d3-�768.U2
�uitt-Zollars, Inc. 3t�ly 26, 2001 ��43�-6
M. P�iinp Controls
.Power for the controls sIlali b� provided by a contro! vo�tage trans�ormer whose sole purpose
use s�all be for puznping system control, Transformer shall pro�ide 12fl vojts, single phase
power �or ptYrnpii�g system operation. Cui7ent limiting fuses shaliprotect the primary ssde of
the tirans�ormer and sl�all have 200,004 AIC. Control cor�aponents shali be protected E�y a time
deiay secc�ndary fitis� with at ieast t0,Q00 AIC. Ail I20 v�It sig�ia�s issuii�g £ro�n �he control
ganel to operate eq�aipmer�t su�aplied by others sha�l be fused with a time delay fuse having
� D,OQQ minimum AIC, and a nonnir�al value su6stantiaily less t�ia�� tlae transformer secandaty
fusE to �revent its b[owing (Transformer wil! nat be required if availabte voltage allows con-
�►actian af ane !eg ar�d graUnd to prQ�uce praper control voltage power)
Control cabinet componei�ts shail be U. L. Listed, CSA Certifed devices.
Eac� pump motor shall be eyuipped with a 7 day prograinmable time clack, c��signed to con-
trol the on I off opera#ion of the water feahire. A hand 10�' I autot�natic select switch shalI be
included so that the putnp ca�a be operated contsr�t�ously, or it can he turneci off indefinitely.
All eomponents shall be 1a�eted :For p�-aper identification a�ne� st�all be accessible from the
fxont of the enclosure fnr sase in rnaintenance and adjustmer�t. Complate electrical schamat-
ics shall be attached ta the in�side af the door fcar future service, AI! components used shall be
read'sly availab�e from rnajar metcvpalitan vendors. �
1. �iigh pump tem�erature safety circuit s�tajl continuous�y moaitor pump dischacge water
temperature, by passir�g a smaZl amount of water over a temperat-�re �xobe and back to
the suction side of each punnp. Immediately upon reaching a temperature rtf 1 SO degrees
�ahrenheit, the pump shal! be retired a�1d aix indicatiaig laxnp sha�l be lighted. Pumps shatl
not res#art, and lamp shall remain lighted, until the ternperature drops and the circuit is
xnanually raset.
2. All electrical eyuipin�nt shal! be prntectad by a secand�ry lightningarrestar to supgress
surp;es o❑ incoming power. Lightning arrestor shaIl i�ave a ma�imum clarnping voltage
of 150Q VRMS or less, witl� an unlin�itsd power rating. Respanse.time at termina�l shall
be one (1) microsecond per ten (1U) kilovalts. Extrezx►e duty disclaarge s�all be twenty
(20) ki�oamps o� an $ 6y 20 micrasecond wave shape. Min'rnnurn brea�C over vo�tage
shal� be 750 VRMS at one (�) kiloamp an an 8 by 20 microsecond waveshape.
3. Poal leve! controls sk�al! be installed in the control cabinet, designsd to c�aintain the
prflper water level i� the lawer poal, T�e lavel seusing probes shal! be a" conduit
mounted level sensing units as manufactured by Hobbs Fountains and shali contain
seusing rads w#►ich can ba cut in the field to ins;tre proper lev�� sensin� pIacement. I,eve�
eantrals shalL inctucle as ar� ir�tegra! part of the vault assez�bly a 3/4" electric opsrated �11
valve manifold assembly, Level controls shall autamatically apen and c�nse fill valve as
demanded by the water Sevel sensir�g unit. .
The GeneraI Contrac�or shal! �e respdnsible far supplyis�g a 3/a" city water suppIy line
up to the vault locatio�� ta allow cor�nectian ta the goo! recharge systerri.
City af �'ort Wort3� Evans Av�nue HZI 30� No. 03-0768,02
Huitt-Zollars, Xnc. 3Uly 26, 2001 �543�-7
N. Motor Starking Equipment
A branahed fiised main discor�nect shalt be provided to completely isolaie aIl contE•ols, aiid
rno�or star�ing equipment from i�coming power. The disconnect shall be sized so tk�at it is not
foaded beyond 80% of �ts capacity.
At� rnotar starting equipment shall be Incated in the NEMA rated enclosure, Puxnp motor
starter� s{�ali meet I,E.C. sta��dards a��d shall be rated for a rninimum vf 1,250,000 operations,
Matox• overload relays shail be I.E.C. rated class 1D ambient campensated. Fuses s.hall supply
short circuit protection to eacIz mator, and shall r�nt be rated at Iessthan fault curre�t avail-
abie to the motor. �
O. Motor Wiring (located between aoutrol ganel & each motoc}
Motor wiri��g shall cort�'onn to NationaI Electric Cade Stai�dards. All wiring from the catttrol
panel to tlte pump rnotots shall be in�talled in liquid-tigl�t conduit witl� coppeX conductot�s
rated not ]ess than 60U volts AC and af proper size to carry the fizli load atnperage of the
mators without exc�ediiig 70% capacity of tl�e canductor. A grounding cable s�aall be in-
cluded in each liquid�tight con�iectar.
p. Light Control Panel
A ligh# control panel shall be housed in aNEMA rated enclosure an,d shall Be attached �o the
�vault wall. It shall includa 7-day p�rogrammabie tima ciocks, designed to contro] the on /�off
dperatian, far t�ae water feature lEghts. The light circuit shall inolude hand / off / antomatic
sr;lect switches far eaclz lighting circuit. Graiittd Fault Interr�ipt cireuit protection shall be
provided with the cdntrol panel.
Q. Light Ji�netio�i Boxes
Undarwatar, niche brass junction boxes shall b� provided for t�ie purpose of conn�cfing indi-
vidua� ligl�i eables. E�Gh jua�.ction box shall inclvde neoprene gaskets, internal grounding lugs
and silicane bronze hardware. Wat�rtight cord en�rance seais are to be �rsed to seal the light
cord as it penetrates the j�inctian box. After tl�e light wires have besn properly spliced, ar►d
the cord entrances have 6een seated with plumbars putty, a re-anterabte potting cazrnpound,
meetEng Natianal Electric Code requiremenis for patting underwater j�notion boxes, shall be
poured into each junctian box. 3M Scotchcast 2114 is the approved re-enterable po#�ing
connpound.
R. Ligl�ting �ixtures
Eaak� [ight �xture shall be cast 6ronze canstructian with natural bronze finish. Each lamp
shall be clip �nounted, I20 volt, 150 watt t��xigste� halogen bulbs and shall be installed into
the mogul end prong type light socket. Each light lens shall be convex clear #ezn�er�d 13eat
resistant glass. The light gasket shall be a singIe-piece malded "U" shape silicone and the
fasteners shall be sta�nless steel or silicone bronzs. Light shall be supplied with a stain�ess
steel wet niche fixt��re with a 3/" conduithurnb with a%z"'NPT adapter anci ground lug. Liglrt
slial� have a 15 degree ang�ilar adjustment on a 36p c�egree axis.
City af Fnrt Worti; Evans Avenue HZI Job No. U3�07b$.02
Huitt-Zollars, Inc. .Tt�ly 26, 2U01 1�435-8
Each light sl�alf be iactory supplied witl� 20.4' of #16-35T subxnersible liglit cable wiih a
ground wire pasitively gmunded inside the fxture. The cord entrance shall be brass water
tight seal and �poxy encapsulated. A low water c�tt-aff safety shail turn ofi the light - via
temperature sensing. Each Iig�it �xtur� shall be U.L, a�groverf.
5. Fountain �'our Parts
The �'ountain equip�nent supplisr and installer sliall s��ply and install in tha upper trough 2"
adjustable w�ter return fittiu�s with water stops for water supply to each o�t�ie upper trougli
weir pool. Eacli weir pooi shall contain a drain down fitting wvitlz �alug �or periodic draining
for cleaning and maia�teilance.
Niche mount lights shall be installed ir� the floor of the lower trough and located under eacl�
water�all lc�c�tion. Flush mount b�•onze junction boxes shalI be su�pli�d and i�stalled in the
lower pool %r connection of tlie 120 volt light circuit from the equipment vault to the s��b-
rnersible nick�e mount light �xtures.
Two fl�sh mount pump intake suction sarnps with Anti-�vortex plates shall be provided a��d
� installed in the lower poQL Sumps shall be �rovided w'sth a vvat�r stop flange and bros�ze
� Aiiti-vartex plate.
� Filter systein components witl be consist-of a nic�►e mou�lt skirnmer uiiit with bronzeface
plate and and 8" ABS suctiozz sump witl� bronze Anti-vortex div�rter plate. 2" adlitstab�e re-
#urn f'sttings shall be siratigical�y �ocated as�d provic�e a return diso4�arga point for t3�e �filtered
� water. .
A 3" floor drai�i with plug and integra� water stop sha�l be installecf in the �o�ver poal for com-
plete drain down of the poo� structure for periodic cleanirkg at�d tnaintenat►ce purposes,
A niche maunt combination waisr Ievel sensor and overf�ow hausing shall be suppli�ci and
installed in the watl af the lower pool structure. Housing shall ba casfi bronEz� canstructian
with a 3'° NPT drain out[et connectian. Overflow staz�dpipe shall be adjustabie, Level sensar
shalI be adjustable to rnaintain desired water leve� in poat. Sensor shai� be int�rfaced to the
equipment �+ault control panel anci water recharge manifold assembly.
T. Bolts
Alj ba�ts used in the assenably of the water feature pump equipment shall be stainless steel
where pnssible. All others shall be cadmium plated or bxass to. retard corirosion.
Ail penetrations tl�rough the pvoi �loor ar wail shatl he made utilizing into pool conduit, "wa-
ter stops" were reqttia�ed. Equipment vvith int��ral waterstops as part of t�e casted assembly
will not require into pool conduits. Water stops shali be strategically located as indicated on
the plans and shall be installed prior to al� concrete or gunite floor and wal] poursng.
U. �i�ter
Equip�z�zent vault shal! be st4pplied witl� aNSF �isted cartridge type pool £iiter. �'ilter shail be
supplied with necessary valr+ing to aliaw %r isolation and changi�ig of tlae �[ter eartridge as
required by regular maintenance intervals. Filter unit sha�l have 2"-NPT intalce and disch�rge
City of Fort Warth Evans Avenue HZI Job No. 03-0768.02
Haitt-Za�lars, �nc. rti�ly 26, 2001 1�43�-9
�
_��
�
.�s
V
caniz�ctions and sEaall be preinounted ai�d connected to the equipment r+�ult n:�:a��'tfold systeFn.
A porCion of the inain circulatian puinp water sl�all be divertsd througli the cartridge filter and
returned ta the pooI through the eye bal! fit�ings and shall pro�vide for consta��t filtration op-
erat'ton.
BroFnivator
5ysfein shall be s�ipplied with a corrosion proof auto�natic bromi�nta�r far water quality
maintenance. Braminator sha!! be provided with a dia� control �alve to ad,�ust the rate of
feed. Sroirrii��ator shail be of the erosion type ut�lizuig Brojnine tablets. Unit sha[i be sup-
plied with Easy-Lock threaded cover for safe and eonvenient access to add tablets. Brotnina-
tar shall be located on the display pump discharg� �x�anifold and st�alI b� connected witts I-
1/2" �ttings.
W. Wate�proo�ng
��� Tha wat�r feaiure s#ructure, excluding any caping stone, shall be treated with a�ortlaz�d ce-
ment based waterpraof coating. Coatia�g praduct shall be znixed with a water-based acrylie
polymer emaisioi� to enhanoe rssistance to fireez� / tl�aw cycl�s, cl�emicals, ultraviole� light,
�'-` and assist in the adE�esian of ihe mat�rial. Waterproo#`prod�ct shall theThoroseal� ar Tl�oro-
coat � witl� Acryl� 60 pol��►er additive as zx�ai�ufactured b�r Harrks Specialty Chemicals,
Inc. or a�proved equal.
PART 3 - EXECUTION
3,1
,�
�,.�
3.2
GENERAL INSTALLATION
A. Install and connect aEl equipm�nt in aceordance with manufacturer's instructions and
recommendatians un�ess otherwi�e nated. If specified rnstallation in caz�trary to mariafacturex's
ir�stroctions, cease installation of affected componer�rs or systems. Notify the G�neral
Contractor and da not resume installation without cle�r instructions from the E�ngineer.
B, Proteot pipes, canc�uits, and equipznent from damage from incl�Xr►ent weather
DTRECT-BURIAL FIBERGLASS VAULT
:��
A., Genera!
I. instaliation in sfrict accordance with tnanufacfurer's r�corr�mendations and �nstructions.
�°'' 2. Pxatect the va�ilt assemb�y from f�ooding, Conduit, pipir�g arid vent piping entries shall
be protected firam moisture entry prior to connection. If the p��mp and control aquipment
is installed in the vault, a ter�porary power Iil�e skaall be installed by tl�e Owner sa fihat tt�e
�:�, sump pu�np can aperate.
3. Va�tilt piping and conc[uit connectzo�is shall not be externaily Ioaded ar►esed tn support
piping ax conduit
�. ��
�s
City of �'ort Worth
�.Iuitt Zo�lars, Inc.
Evans Avenue
]i�Iy 26, 2001
HZI Job No. 43-0768.�2
1543�-10
te�,
�i
P
B. Installation Proced�re
�, Excavate to dimensians shorvn on drawings.
2. Construct concreie mountii7g base far securing �berglass vault. Attach and �secure into
place installing rebar ar►d concrete in exterior ancl�aring connectars provided,
3. Install drain piping and sump pump, and connect teinporar� powai• to sump pump.
4. Co�3nect �iping and cnnduit.
S. [nstall bacicfill nnaterial.
C. Backfil� Procedure
I. Backfill conerete vauit witla racl� free exaavated makerials. Compact back�ll in 6" layers
prnvidiszg a miniir�utn oi 95% compaction.
2. Excess exca�ation materials ean be reiocated to a designated area on job site.
3.3 P1PE INSTALLATION
A. Genera�
1. Insta�l piping straight and trne without laapa or traps. .
� 2. Ma�Ce pipe runs as diruct as �ossible, using a mi,nimum number of fittings.
3. �_ On directianal changes of o-ring pipe ir�si�l[ation, a conerete tl�rust blocic sha�l be po�red.
4. Pump suction pipin� s1iall be a straight.run inta the pump intake mani#'old:
i � 5. Cut �ripe and tubing ends square and remave roi�gh �dges arid burrs.
6. Cut pipe to measureman.ts established at t�►e site. Work into place without springing or
forcing, �
� 7, Protect all apenings in pip'rng during construc�ion �o prevent entrance oi foreign mattcr,
$. Complete conr�ections between dissimilar tne#als with dielec#rrc fittings.
9�. Protect damsstic water lines conneeted ta the lake level rsfill �al�e with an approved
i back#�aw prevention device. Caordinate this work with the irrigation cvntractar.
B. Undergraund l�iping
� 1. �xcavate trencliing for undarground piping to required depths providing sufficient siopa
for proper pipe fall and adequate space at boti� sides oi trench to facilitate pige
ins�aIlatioEl.
� 2. Tam.p trenches and wa�er jet to, prevent a$er settling. Compact in 60 layers with a
minimum of 95% cornpaction.
� 3.4 UNDERi�1ATER L�GHT FIXTURE INSTALLATION
A.
:
Secure underwater light flexible cords to jt�netion bo�ces usiug brass compressian type strain
reIieiseals approved �orthe applicatian.
Exposed underwater flexible cords may not exceed l D.Q' in lengtl�.
Cify of'Fort Worth Evans Av�nEze HZI Job N�. 03•07d8.02
Huitt-Zvlla�rs, ��c. 7uly 26, 2a01 15435-1I
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Protect uild�rwater lighting circuits (operating abov� 1 S volts) with a Class A ground fault
interrupter (G�IC}.
Allow suf�oieait £�exible card at each ligl�t �xt�ire so t�iat they can be removed from tl�e water
far re(ampiug a�d normal �naintenance.
3.S UNDERWATER JUNCTION BOX INSTALLAT'ION
A. Ui�derwater junction boxes sha11 6e seal�d afte.r being wirad as follaws:
1. Seaf conduit openin�s using dvct seal or plum�ers p��tty.
2. Make sura wiring con��ections are grouped iai center nf box away from bax walls and
z�ecessed below qpening.
3. Fil! junction box comp�etely with approved potting campound.
3.6 �CONDUIT INSTA�,LATION
A. Install wix�ing in sealed canduit.
:
C.
�
E.
F.
�, Use a corr�binatiai� of steel and ii�xible couduit in tlie �sult enclosure - as per tlie N�C
requirem�nts.
.2. Usa pvc condnit if it is #o be direct 6uried ar completely encased in cancrete.
Provide i�ushings to praiect conductors from; al�rasion where cnnduit enters a bax ar other
�ttiitg.
Where junctioiZs, bends, or offsets ��-e req�iired on e�posed r�uis of conduit, fittings with
accessible cavers shall be pro�ided.
Do not �se threadless couplings or com�ectors with conduit insta�l i�� wst locations or
unc�ergro��nd. Threads shall be PNP (tapered pipe threads) run u�a tight witl� Teflon #ape or
seaIant. Aunning threads sh.all not be permitted.
Seal conduit after coi�di�ctor installation ta pre�et�t entry of moish�re.
Con�ealed and expnsed canduits shall be supported.
3.7 CONDUCTOR INSTALLATION
A. :insfiall conduciors in conduit aftet- 4oz�duit l�as been instal��d and moisttitre and debris have been
xemoved from condtrit, junction baxes, and o#.�er coaaduit ftti:ngs.
B. Xnsta�l eonduetors connected to e�uipment havir�g a tendency to cause noise or vibration in
flexible conduit nnt to exceed 4A' in length and rt�ake all cozinections with watertight fittiiigs.
City af �'art Worth
Huitt-Zallars, Ync.
Evans Avenue
�ul� 26, 2001
HZ� 3ob Nn. 03-0768.02
iS435-12
,
a -
�' C.
"
D.
E.
3.8
� A.
I -;
Tnstalt only stranded #ype copper co�iductors with watecpcoof insulation between t�qderwatet
junctioix boxes and the water feat�ire eontrol panel, Soiid copger conductnrs �hal! not be
per�nitted.
Canneet conductai•s ta tsrminals using approved con��ctors. Wires iz► panel cabinets pull baxes
and wiring gutters shall be neatly groU,ped and fanned out to the terminals.
Protect conductors fi�om dannage caused from further mechaniea� work to be catz�:pleted after
conductors have beea xaista�ied. RepIace da�naged conductors.
CONDUCTOR COLOR C�DE
Color code conductors (600 volts and under) and identify �y one colar with cQntinuity beiug
maintained t�iroughovt tl�e projeat.
Colax Code as fo�lows:
Pl�ase "A" BIack
Phas� "B" �ed '
PIaase "C" Blue
"Neutral" Whi#e
"Ground" Green
:
CLE.AN UP
3.9
A. K�ep site c�ean daiiy. [3pan completian vf work, reinove unused equi�rment and im,ple�nents of
service, aiad ieave the entire area involved in a ne�t, clean and acceptable condition.
B. Water pipe �i�ies shall bE fiushed, when possibte, prior io the �nal pipe connection.
C. Th� basket strainer screen sha11 be serviced and thoroughly cleaned durin� the final calibration
process.
3.1 Q TESTS AND ADJUSTMENTS
Ger�eral: Test all equipment to show that it eomplies wit1Y speci�ed requirements.
A
�'iping Tests:
L'.
1. Vauit pipiiag - use air tests
2. �'ield piping - usa water test at pump deadhead pressure
3. Fountairz piping - use water test at pump deadhead pr$ssure
Electric�l Tests: Elecirical circiiits, feeders, ai;d equiprnent shall b� tested for faulty grozmds,
open circ�its, or shorts as per local code reqUirements. Grotind Fault Equipment shall be fully
operatianal.
C.
Cify of �ort Wort�
Huitt-Znl�ars, Inc.
Evans Avenue HZI Job Na. Q3-0768.02
July 26, 2001 15�3�-13
� ' �
D. An authorized service technician firom #he watar feahire equipment suppli�:r 1 installer shail
provide the water feature start-up and calibration for the water feature equiprnent. Any
adjustme��ts or correotions to the equipment sha11 be made untit the eyuipment is shown to be in
�ro�er Q�erati«g condit�an.
E. As soon as tl�e water feature sttuc�ure has been completed and fhe mec9�aiiic�i a��ci electricaZ
eq�iipment has been ii�stallet� an� t�sted, t�te equipinent will be pIace in ope��ation.
�'. A corr►pSeted start-up procedure sl�eet si�ali be signed 6� an ow�ier's representative, a get�eral
eQnt�•actar's repr�s�iatati�e, and tlle water feature supplier 1 installer represe�titati�ve upon
co�npletion oitll� start-up ai�.d training procedure.
END OF SECTiON 15435
City of Fort Worth Eva��s A�eni�e HZT Jflb No, 03�0768.02
Huitt-Zoilara, �nc. ]�.iy 26, 20Q1 i�43�-14
APPENDYXf �TANbARD DETAILS
COURTESY NOT1C�
GE�TECHNICAL REP�RT
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�ngifleeping o ��n��l�fr�� n �gs�ir�g
GEOTECHNICAL ENCINEERING
SERVICES REPDRT
Far the proposec�
� EV�INS AVENLTS
� IMPROVEMENT PRaJECT
� FT. W�TH, TX ,
; PS� PROJ'ECT N4. ; 342-15Q40
� Prepared for
HUITT-ZOLLARS, INC.
�ao w, 7�' STREET
�'T, WORTH, TEXAS 76102
Prepared by
P.rof�ssianal Service Zz�dusiries, Inc.
4087 Shilling Way
Dallas, Texas 75237
Telephone (214�) 330-921 ].
PSI PROJECT N0. 34�-15D�0
����� /�,2�.����
Ch�ristop e1�r -L� Newton, E.I.T.
Graduate Engineer . .
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��''l �`' Vyf �` r � ' �*'��; �
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"'���'�."`)��
�arva Aron, P.E.
Department Manager,
�eatechnical �ngineering Services
� ��� �
�lanny A ersan, P.E.
RegionaI �ngineer
7ULY 3, 20D1
TABLE �F C�NTEN'I'S.
Page ZVa.
1.4 FROJECT TNFORMAT`I�N .. .. .. ... ..... . . ... .. ... . . ...... .. . .. ... . . . ..... .. . . .. .. ... . ... .. . .... .. . �
1.1 � Praject Authozization . .. .. .. ... ... .. ..... .. . .. ... ... .. . .. ... ............ .. ..... .. .. ....... .., 1
1.2• Project Descrip�ion ........... ..... ....... . .......................................... ... 1
1.3 � Puipose and Scope af Services . . .. . .. . . . . . . . . . . . .. . .. . . .. . . . . .. .. ... . . . . . . ... . . .. ... f
2.0 SITE AND SUBSU�.2.FACE CONDxTIONS .. . .. . .. . . . .. .. ... . , , � . . . .. , . ... . .. ... .. . . .. . .. . . . . ... 2
2,1 � Site Lacation and Desc�iption . . . ...... ..... .. . ..... .. . .. .. . . .. .. ... . .. . . . ... .... .... . . ... 2
2.2� Site G�olagy...,.................,...... .................................,...,,..,......... ...2
2.3 � Subsurface Conditions . .. ... .. . . . . . . � . , . ... , .. , . . .. . ... . . .. . . . .. . .... . . .. .. ... .:. . . ...... ... 2
2,4 • Groundwater infotmation .. .. .. . . . . . . . .. . .... ... ... .. . .. . . . . . .. . . . ... . ... .... ... . . .. . . . . ... 3
3.Q EV ALUATZ4N AND REC�MM�NDATI4NS ... , .. , ..... ... . , . . .. . ... . . .. ... . .... . .. .. .. . .. 3
3.1 � Geotechnical Discussion .. ..... .. .... . ... .. : ... .. ... ... .... .... . . ... . .. ... .. .. . .. ... ... ... 3
3.2 � Site Freparat�on ...... .... ... ... .. .. , . .. .. .... , . ... .. .... .... . . .. ....... . , . ...... .. .. . ... . . ., 4 .
3.3+� Select Fill and Fo�ndation Recammedat�ons .. ....................................... ... S�
3: 3.1 � Shallow Faundatian ............ .. . , . , .. ...... ... .. . ....... . ... ...... . . ......�. . , . 6
3.3.2� Dri.lIed Pier Foundations ............................................................. 7
3.4 � FloorslablFlatwark in Piaza Area . . . . . . . . . .. .. . . . ... . . . . . ... . .. . . . . . . . . ...... .. .... . . . ... 9
3.5� �,at�ral �arth Pressure.,...,.......,... ..........................,.............,...........,......, 9
3.6 • Pavement Reeommendations .. .. . .. ... ... .. . . . . .... .. . .. ... . .. . ... .. . .. . . . . . . ... ... . . . . . .. ... . . . . }.1
3.6.1� Subgrac�e Soil Preperations .......................................................... l.1
3.6.2• Pav�ment Design ....................................................................... l.l
A�.O CONSTRUCTION CONSiDERATIQNS .. ... ........... .. . .. .. . .. .. . . . . . . .. , , , . . . .. , . . . . ,. 1�
�. � � Ma�sture Sensitive SoilslWeather Relat�d CQncerns ... .. .. .�� .. .... ... .. .. . . .. . . . .. ... 13
Q�.2 � Plastic Soil Cnnsiderations . . . ... . . ... ........ . . . . .... .. . . . . . . . . . ... :. .. . ... . . . . . ....... . .. 13
�. � � Dra�r�age and Gro�ndwater Concerns . . .. . . . . .. ... .... . . .. .... .. , ..... ... , . . . . .. .. . .. . , . J,4
A�.�� Excavation�s .. . ...: . .. ... . . .. . . . � ... 1�4
5.0 Repart L'unitations .. .. . .. .. ... . . ... .. .. .. . . . ... . ... .. .. . , ... .. .. ...... . . . . .. . . , .. . _ . . . . .. .. ... ....... ... 15
APPENDIX Boring Location PIan
Boring L,ogs .
l��y to �'erms and Symbols Used �n Logs
;' � �
� �:,, , r �,
ti , ;;[ ,�
��Y
1.0 PRO�CT �4RMA.TION
�.1 Proiect AutHorization
This rept�rt presents tY�e restilts o� a soils exploratian and foundation analysis for tE�e propas�d Evans
Avenue improvement Project i� Fox�t Worth, Texas conducted faa Htiitt-2oIlars, Inc. Formal
aucharizatian ta pe�ai-m ti�e wofk was given by Mar. �oe �twaad of Huitt-Zollars.
The wark fo:r khis �rnject w�s perfo�ed in general accord��ce with our proposal. No. 34�-102�.
�'!�e prapasa� inc�tided a�roposed sco}ae oi work, estimr�ted eost and PST's Ger�e�•al Conditions.
1.2 Froiect Descrintion
Project informatio� was provided by Mr, Joe Atwnod and David Qwens of T�uitt�Zollars, We
understand that �he praposed project consists of approxi�nately 1500 feet of streetscap�
ifnp�•ovements alonb Evans Avenue fram Ten�ell Avenue to �!a block narth of RosedaI� Street. A
plaza with a stflne wall artd scu�ptures is �lan�ed at the intersectxon of East Pulaski and Evans
A�enue. A large circul�r sign is planned at the referenced intersectian and will bs supported by
cables that ar� attached ko iaterally taaded gates arrayed araund t�te sign or� an eighty foot radius.
,It is also understood tl�at a�ecorative walt is �ianned a�ong Evans Ave�ue at the intersectian of
� P�iaski Avenue, and that pedesials suppoz•tinb sculptures wi�� be inc�rporated inta �he wall. �It is
aur understanciina that ik is desired ta suppo�� the referenced w�ll and �qedestals on si�allow
foundakio�s, �
Site grading in�ormation was unavailable at the time of the exploration, however for the purposes o�
ihis repart it is assumed that constructian�wiII be at or nea� exis�ing g�rades, and that Iess than 2 feet
of cut �r fill will be necess�.ry to achieve final grade�. No basement or sirrula.r beIow grada
construction is ar�ticipated. �
The Geotechnical r�commend�tians prese�ted fn this report are based an the availabZ� praject
inforrnation, bui2ding loc�tio�, t�r�d t�e subsurFace materials deserib�d in this repart. If any of the
nflted informatian is incorrect, ple�se ��form PSI in writing so that we may amend the
recommendatians presented in this report if appropriate and ii d�sired �y the client. PSI will nat be
respansi[�le for the implementatian of its rec.ommendatians when it is not natxfed of ci�a�ages in the
project.
1.3 Pur�as� and Scone of Services
Tf�e purgos� of this study wAs Co explare the subsurface conditions at the site ta enable �n evaluation
of acceptable foundation systems for t�e �roposed canstruetit�n. Qur arigina� seope of services
inciuded drilling 8 soil test borings at th� site to depths of about la to �.S f�et �elaw th� su�ac�,
se�ecfi �aboratory. testzng, �nd grep�ration of tkt�s Geotechnical xeport. How�ver at the time of the
ex�forarion the c�ient red�cer� �he r�umber af horings to 4 borings drill�� to depths af 1� ta 2S feet.
This report briefly autlines tf�e testing procedures, presents avtiiable proj�ct iniorm�ztion, desc�ibes
the site and subsurface canditions, and presents recommendations regarding the following:
���� ,
Evar�s Avertue Lrspraveinel[t Prajecr
Far1 Wor1h, Texas
PSI Prajec� No: 3�?-1Sp4p
� Foundation ty�es, depths, alIowable bearing capacities, and an estimate af pater�tiaZ settlement.
� Pavement design ancf �avement subgrade preparation.
� Comments regarding factors, that wifl impact construction and �et�ormanc� af the proposed
cons[�ruckion.
TF�e scope� o� services did not incit�de an enviranmental assessm�nt for de�ermini�g the presence or
absence of wetlands, or i�azardous or toxzc materials in the soi1, bedracic, s�r�ace water,
groundwater, or air on or belo��r, or around this sit�. Any statements ir� this report ar on the bo�ng
loas regarding ac�ars, colors, and unusuat or Sti5pIC10LI5 items or condirions are st�ictly for
infaimational pui�oses. Pi�or to development o�'tl7is site, �.n envir-o�mental assessment is advisable.
2.� S�TE AND SiJBSCTRFACE C�ND�TIQ1�iS
2,1 Site I,ocation and Aescrinti�n
TYiE 51�0 ��C t�e praposed Evans Ave�ue Project is iocated along Evans Aven�� fror�z Terrel�
Ayenue to x/x b�ock north of Rasedale Street in Fort Worth, T�xas. At th� �ame of the explorat�nn
the loc�tion of t�e propos�d plaza was accupied by an abandoned hame to the nQrth af Ptzlasla
Avenue, and ��acant iot ta the sauth of �ulaski �lvenue.
The su�-�ace at the site.of�the proposed Evans Avenue impravernents and Evens Avenu� Plnza was
covered wiih .existing asphalt in the.roadways, and grass and topsoil, and existing buil�i�gs on
adjacent propsrties. The site slopes grad�al�y dawrswards tv the south.
2.2 S�te Gealo�v
As shown an the ]7alla� Sheet af tl�e Geologic Atias of Texas, the site is located in an ar��t where
CreC�ceo�is Ag� depasits of the Wena Limestone �'armation are prese�t �t or near th� ground
surface. The W�na �,imestane Formation in �h� project area generally consists af chalky and marly
limestanes. Frec�uently, the Weno Limestone Farmation is. overlaan by hi�h plasticiky clays. The
�bove information was genezally confirmed by the borings peFfarmed at the sita.
2.3 Subsurf�ce C�oriditio�s
The site substtr�'ace conditions were expIored witYt 4 soil t�est b�rinbs drilled to depths of IS to 2S .
feet, The barings were �ncat�d in the field hy Ragressnta6ve� af �Tuitt�Zoliars. The borin�s were
advaricec� util�zin4 co�tinuous �light �uger drilling meChods and soii samples were rautinely
abt�ained during tl�e drilling �rocess, Drilting and s�mpling techruques were �ccompiished generally
in accardance with ASTM procedures.
Select soi� sam�rles were tested in the labora�ary to determine material properties �ar ot�r �va�aation.
Labart�tory testin� was accomplished genera]!y in accord�nce with AS'i1Vr proced��res.
The su6surface conditions identiiied by the borings prirnarily incIude c�ays iinderIain by lirnestone,
These maCerials arc described in mare detai2 in the fol�awing paragra�tts.
���: �
� Evctr�s Avel��ie l�raprovemeyaf Praject
Forr Warth, Texas
- PSI Project No: 34�-lSD�p
• • ' Page 2 of 1S
Beneat� a[ayer of '/z to 1�'oot of existing paving dark brown fat clays were encountered and
extended to c�epths of 2 to 9 feet. The maisture content of these soi�s ranged frnm I.6 to 2$ percent.
�� �.�boratary pl�sticity tes�s inaicared that sampies af t�aese sails have liquid ]imits of 59 to 69 and
plasticity indices of 37 to 43. The soils we�� visuaily classified as CH according to the Unified Soil
C�assification System. .
The fat clays were underlai� by tan calcareous cIays wh�ch extended to deJ�ths of 8 to 17 feeC. The .
moisture content of Chese st�ils ranged from 12 ta 24 percent. Labaratory plasticity tests zndicat�d
that samples of chese snils have iiquid limiks on the ord�r of 37 and p�asticity indic�s an the order a�f
?2. The sosls were visuatly classified as CL accordi�g to the T�ni�ed Soil Classi�ication System.
The c(ays were under Iain by tan weathered limestone in boring $3 from a deptt� af 8 ta I3 feet.
Gray limes�one was encountered below tl�e tan weathered limestone �nd the clayey s�ils at a depth
af 13 Co � 7 fe�C and extendeci to the te��rninal �epths af the �orin�s.
The above st�bsut-Eace descripcion is of a generalized nature to highlight the major st�bsurfac�
stratificatiar� features and matetxal charaeCeristics. The boring lo�s included in the Appendix should
be reviewed for speciiic infoi�naCion at individuai boring locations. These records include soillrock
.. descriptions, stratification's, penetratian ressstance's, lacations of the s�nples ar�d laboratory iest
data. The stratification's shown on the boring logs r�prese�t �he conditiar�s only at th� �ctual boring
; lacatiaRs: Variations may occur and shou�d be expected betwe�n bazing ��docations. The
strati�ca�ion's represent the approximate boundary between subsur.�ace materia�s and the actua�
transitiori may �e gradual. Water Ieve� 'tnformation obtaitted durirtg �ield apera�ions is also showr�
i on these baring logs. Sarr�ples not altered by iabc�ratory tesCing will be r�:tain�d %r 60 days from the
date of tf�is reparr and th�n wi�l be r�iscardec�.
� 2.4 Gra€�ndwater Informatio�
W�.ter was not enco�antered duF�ing drillsng oper�tians, and the barings were dry upon completion of
dr�liing, indicating that ths eantinuaus ground water level �t the site at the time af the exp�oration
- tivns either below the tetminated depths of the borings, ar khat ti�� soils encounterec� are reladvely
imperme�bla. A�thoug� grflundw�tsr was not encountered ai this time, it is possrb�e far a
groundwater table ta be pr�sent�witk�in the depths explored du�ng ather times af khe year dependin�
' . upon climatic and rrainfail canditions, Additiona�ly, discantinuo�s zones of perche� water rr�ay exist
within the overburden materials and/ar at 'the contact wit� ber�rock. The groundwater Ieveis
prese�ted in this rreport are the levels that were measured at tl�e time of o�r field activiCies. �e
racornme�d that the Cnntractor determine the actual groLindwater levels at the site at the time af t�e
constr�c�ion aetivities.
f.
3.0 EVALUAT�ON AND R�COMMENDATXONS
3.1 GeotecE�nical biscussian
i Fiefd and laboratory test res�ilts ir�dicate tf�at the clays encountered in the bonngs have a potentzal
f� ch�nge with chang�s in the soil moistu�•e content. The vol�t3rrke chat�ge ss n�z�mally
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i � , Evc�r�sAvejiue In�provement Projecr
For! Worth, Tsxas
� . PS! Praject Na: ?��..15040
i _ Pa,Qe 3 of 1 S
evide,nced by the heavi�g and cracking of concreta flaor slabs, T�te Pat�ntial Vertical k�.�se (PiiR)
for slab-an-grade construckzon ranges from approximately 2 inches near Rosedate Street to
approxirnately 3 inchas near TerreIl Avenue at existing grades, assuming that the soil is allowed to
increase in moisture content fi;orn a r�Iatively dry condition to a relative�y wet conditinn. It is not
uneomman to assume differentiaj movement, as haIf of t�e PVR. However, it s�ould b� noted that
for extrerne conditions (i.e. soiis dry and sh�lnk in one area with soifs in another area being expased
to water and swelling) differential mc�v�menk car� �ae ec�ual ta qi• even do�ible the PVR,
Remedsal measures associated witE� swelling soils, generally consist of remo�ing and replacing
some of e�isting soals with ]ow sweil pote�ti��l select fil] n�ateiials. The am�unt of z•emov�t] and
�•�placement required will depend on the amount�of �•eduction in PVR desired. Removing t�e top
4 Feet af brarvn clay and replacing with low sweil �otentia� select fill is es�imated tn reduce the
1'VR ro the ord�r of 1 ir�ch. Y,,im�-treatEn�nt af t�e on-site �igh plastic clay sc�ils rrtay be p�rt'oxmed
in lie�a of select €i�l, for reducing the volume-change pntential af the higY� plasticity clay sails. The
remediaj measures assaciated with the high plasCicity clay soils should be dane at the direc�ion of a
repz�s�ntative of the �eoCechrucal engineer,
Suitab[e faundation for this site cansists of st�aight shaft drilled piers extending to and penetra�zttg
into the underFying gray limestane. Shatlow foundatians may be uti�ized f�r supgort of the
d�corativ� ston� walZ and sc�lgtura g�desta�s, g.�o�ided that vertical m�ovements associated with the
shr�nk-�wel� pot��tial of the subgrade soiIs can be tolerated. if vertic�l mpvaments associated with
the shrinlclswell of hig�i plastacity s�i�s c�n b� tolerat�d, � .
The following design recommendations have been developed on the basis of the previously
describe� proj�ct characteristics and subsur�ace conditions encountered. If t�ere ar� arly eharig�5 in
praject criteria, inc�uding pr�ject locativn on th� si�e, a review must be made by PSI to d��em7une if
any madif�catians in the recornrnendatior�s wili be requir�d, The �nc�ings of such a xevie�v si�ouid
be presented ir� a suppfementai repart.
Once finai design p�ans and specYficatians �re avai�abls, a genera] review by PSI is strong�y
recammended as a m�ans to check thaC the evaluations made in p��e�aration af thi5 repart are carrect
and that the eat�hwork at�d foundation recommendations are property interpreted and irnplemented.
3.2 Site Pre�p�ratian
'1V� recarnmend that the ex�sting pavement, structure5, topsail, vegetation, roots, a�nd any saft saiis
in the construcfiion areas be stripped from the site and wasted. The depth of rernovaI should be
cteterrnined by a representative r�f t�e geatec�,r�ic�l engineerr at the time of construction.
After stripping and excavating to the propased subgrade level, as requizec�, the exposed s��b�rade
should be proof-rolled with n tandem axle dumg truck or similar rubber t�xed vehicle. Soils which
ale abserved to rut ar d�flect excessively ��nder the moving load should be undercut ��d replac�d
with properly com�act�d fil�. The proaf-rollir�� �r�d undercutting activities should be witnessed by a
representative of the geotechnical engineer and should b� per%rmed. d��rinb a p�riod of dry weather.
The subgrade soils should be scarified and camp�tcted to aE least 95 percent of the standard proctor
ry density ASTM D698 for a de�th o� at I�ast d inches be]ow the surface,
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Aiter su�g�•ade preparatio� and abservatian have been camptetect, fiil placsment may begin. Tl�e
�rst layer af fili materzal shoula be ptaced in a relatively uniform horiaont�I lift and be adequately
keyed into the stripped and scari�'ied subgr�de soils. Fil� mate�ials shouid be free oi organic ar ot�er
de�ete�ia�s materials, have a maximum gactic�e less than 3 i�tches, ar�d have a l�quid limzt �ess that�
3S and p2asticity index between 6 a�d I5. Str�ct�rai fiil shouid be corn�acked t� �t lsast 95 percent
of standard Pr�ctor maxirrium a�'y density as determ�ined by ASTM Designation ll d9$.
Fi�� sha�ld be �laced in ma.�cim�rn lifts of 8 inches af Zoase material and should be compacted
w�thin the ra�;e of optimitm to 4 percentag� �ain�s above the o�tirr�um. x�3oisture cont�nt va�tre. T�
water mus� be added, it shou2d be unifarmiy applied and thoroiig�ly mixed inta t�e soil by disking
or scarifying. Each lift of compacted fill sho�rtld be �es�ed by a representative of the geot�chr�ical
engin�er prior �o placement afr subsequ�nt lifts. '
To reduce the potentia2 fnr shrir�It�rig and swelling af the site soils, it is impo�tant that consideration
be given tn reducing the potentia� for maisture changes of the site soils. As a minirnurn, positiv�
drairiabe away from the iaUiltiing should be pravided. If pnsitive c�airtage is not provided, water
will pond ar���d or below the buildir�g and excessive tacal and differential mov�ments may occur.
3.3 Select fiii
� Select fiil mAt�rials should be fre� of airganic or other_de��teriac�s� materials, �tave a max2m�m
pa�rticle size l�ss than 3 inches, and have a liquid Izmit less tf�an 3S and plasticity xndex greater t�an
� 6 and less than 15. 5e�ect fill should be cornpacted to aC least 95 percent of stand�rd Proctox
� �n�xim�tm dry c�ensity �s deternvned �Oy ASTM Deszgr�ation }? fi98. Fill shauld be pIaced in
rr�axim�m lifts ot S ir�ches Qf loose materiaf and should be compacked within the range a� opt�mum
� to 4 percentage points abave the optimum moisture cvntent va�ue. ti water must be added, it sh.auld
'� he unifarrnly applied and tharoughly mixed into the soi� by diskin� or scarifying. Each lift af
compacted fi�l shau�d �e tested by a repzes�n�ative af the Geokeck�nical engi�eex �riax ta plaeern�nt
' of suiaseq��nt lifts.
On-site el�ys treaced with lime in�y be used in pZace of select fild. Th� xesults of ti�e fieid and
laboratory investigatian, together w�th aur'experience wrth similar types.of soils, indicate that the
n�tura� �rawn to tan ar�d gray iat clay soils madifsec� wit�► approxim�te�y 6 gercent (of dry
w�ight) of hydrated lime should produce � material having a plasticity index below 15. T�e .
actu�l percentaae of lime sriauld, t�owever, be datermined in the Iaboratory (through lime series
testing procedures} prior t� treatment. Tf�e lime stabilization metho�s should be p�rformed in
accardance w'sth the applicab�e pravisions af Ztem 260 of the Texas Dep�rtme�t of Transgort�tio�
Stand�ud Sp�cifications for Canstructian af Hrghways, Streets and Bridges, 1995 Edition. In
addition to g�ac�ation requirements outlined i� �tem 260, the lime stabi�ize$ cl�y shat�id also have a
minimum CO perc�nt, ort a weight basis, of tl�e stabiiized sail passing the No. 4 sieve.
�: s',y-*.'"�-.'_�; 1 r,'�Lx.'ra; ;
tr �'{` :.
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Evar�s Avertrre l�nprove�t�e�s1 Projec!
Fort bYorYh, Texas
P�l Project No: 34?-15090
� Page 5 of 1S
3.3 Poundatian Recommendations
Based on discussions, we �nderstaod t�at Huitt�Zollars will be using CzernialC's pracedure
"Resistance to Dvertuz�ning of Single Short Pi1es" as pi7nted in the 7ournal af the Structaral
Divisian, ASC�. Tn order ta perform this calculation th� altowable earth pressure_is tteeded, and the
deptil below the grou�d surfmce at which Chis pressure can be used. iC is also undersfoad thaC a
decorative wail is plan�ed a�on� �vans Aver�ue at the intersection af I'uIas�i A,venue, artd that
p�dest�ls supporting scu2ptut•es wili be inco�}aorated into th� wa11. �t is aur understanding that ii is
desii-�d t� suppor� tl�e referenced wall and pedestals on shallaw foundations,
3.3,1 Shailow Foundation
TE�� p�anned decoratiwe wall and �edestals may be supporte� an conventionaj spre�d�fontin�
fo�mdations bea�ing on either existing soils or properly compacted seiect fiil pravided that v�rtica�
movements associated with the shrink-sweil potential of the subgrade soils can be tolerated ana
provkded khe recommended site war�C activiti�s are perFortned. Shallasn+ foundatior�s bearing in the
naturat soils wiil be subject to moisture i�duced shrink-swe�l gotential an the order 2 to 3 inches.
This potential far vertic�l movement can b� reduced to the arder af 1 inch by prov�ding a min�mum.
of 4 feet of select fill below the final grade. The lnw swetl gotential "select" fill shou�d be placed rn
maximum li�ts af 8 inches af loass material and should be compacted to at least 95 percent of
St�ndard Procfior maximum dry d�nsity wiclun tna moisture range of .ogfzmum to 4�ercentag�
points abflve the optimum value. � .
Sc�uare faoiings _ for columnslpedestals and continuo�s strip �ootings far walis, supported on
undisturbed nattzral soils or on properiy compacted �eiect fiZl, may be designed using maxim�m
�tllowable bearing g�essure o� 2,000 paLmds per sqti�are f�at based on de�d loac� plus design live load
considerations. Sc�u�re and continuous stnp foatings shau�d �ave minimum widths o� 24 inches and
18 inches, respectively, even if t�e ac�ual bearing presst�res ar� less than the design values, The
bottams of the foot�ngs snould bear at least 2 feet below adja�ent surEace grades.
Shallow #'oundac�ons bearing at tl�e recorrimend�d depths anc! supported on praper�y compacted
select fili wiil be s��bject to a Fotentia� Vertica� Rise {PVR} on the order of 1 inch. Consolida�ian
of.the be�rina soils resu�Cin� fror� the foundation �oads wili result in m�asurable but talerable
increments of fouridation settlements. Based on the anticipated �'oundation Ioads, we estimate
th�t the m�ximum foundation sett�ement, due to fo��ndation loads, wi�l not exceed on� incn.
Different�a3 �etClemenk between two adjacent columns witl grobab�y approxizn�te 75%fl of the
fot�� settlement.
Horizant�l laads acting an sha]Iow fount��tior�s are resist�d by fnction along the foundatian bas�
and by gassive pressure ag�i�st tF�e footin� face, which is gerpendic�iar to the liae of applied force.
For 2ater�l l�ads, the coefiicient of frictior� between the base of the foodng and the subgrade soils �s
0.34. 7`he ultimate passive eartE� pressure, in psf, can be computed by using an equivalent fluid
px-essure of 240 pc�'/ft. A factor of safety of 2 is recommend�d. fQr sustained loadin:g conditians, and
1.S far transient toading conditions.
' ance of shailow foti�ndhtions formed in an open exca��ti�n shat��d l�e taken as the weight
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- PS! Projec! Na: 3�2-lStl¢0
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of the foundatian and soil above it, �'dt• design puzpases, #he upli�t resistance st�ould be 6ased on
effective Unit weights of 124 and 154 lbs, per cubic foat {pc� fpr snil and concret� mspectively. A
factor of safety of 2. is recammended fo�- s�stained loading conditions, and 1.5 for transient laading
- canciiCions,
T�e faundation excavations shouId be abserved by a��pzesentativs of PSI �rior to stee� ar concre#e
placement to assess that th� �oundation materials are capable of su�porting ti�e desibn loads and are
consiste�t with th� materials and conditions discussed in �is repart. So£t or Ioose soil zones
encountered at the bottom oi� the fonting excavations sho�ld be remaved to a leve� of �dequately
compacted fiil as directed by the geotechnical �ngineer. C�Vi�IBS f02i11ECl RS e I'�S�IIt O� �XCSVa�ldil
af saft or �oas� soil zones s�ould �e back�ilIed with Iean concr�te or dense �raded campacted
crushed stane, as determined by the Ceotechnical Engineer.
After openin�, �aacing excava�ions shnuld be �bserved and co�ac�ete placed as c�uickly as possib�e
to avaid expflsure oF the fooCing bottoms to wetting; and dry�ng, �urface run-off wate�r sk�ould be
drained �way �from the excavations and not be allawed ta pond. The faundatian co�crete shauld be
placed during the same day the excavatian is made. If it is required that footing excavatians be left
open �or mare thar� ane day, they should be protected to reduce evaporation or entry of moisture.
If the movements associated with shallow fo�ndatians aze nnt acceptable consideration may be
�iven to supparting the proposed structuz�s on pier foundatians. ��
3,3.2 Urii��d Piez'Foundations
�t is ��commended thaC t�e piers b� str�ight shgft. The st�aight shaft piers should extend to and
penetrate at Zeast 3 feet or �,5 times the pie�• diameter, whichever �s more, inta the underlying graY
limestone. .
The piers will utilize a combinat�an af end bearing and skin irictian wi�hin tha gray limestone to
develop load carrying capacity. �ie�rs founded xn t�e referenced materials may be proportioned
assuming a maximum �lowab�e end bearing cagacity ai 30,OOD pounds per s�uare faot basec� an
dead �oad pi�ts design �ive ioad co�sideratians. The �iers may a�sfl be desig�ed for an all�wa��e skin
, frictian value af 3,000 pounds per sc�uare fvot based on dead laad - pius d�sibn live Ioad
co�siderations for tt�at gortion of tha pier which extends more �han 2 feet into the gray limestone.
� AI lowa6�e s�Cin friction against uplift can be t�►�Cen as 3,000 psf wittun the referenced materi�. S.n no
c�ise shou�d piers be t�esigned wath a sh�ft diameter l�ss th�n X2 inches. Fie,rs should i�ave n
minimum clear sp�eing at least ec�ua� to orla�ger than twice the diarneCer of the largest adjacent pier.
� T,he pi�rs should be reinforced �ar their iull depth to resist potential kensile forees, w�ich may
deveiop due to swe��ing of kt�e site soi�s, Ana due to str�etura! laads. Uplift forc�s due to swelling
' soils can b� approximated by asstiirning an uplif� adhesion value of 1500 pounds per square foat
� ovet• �he perimeter of the shaft fflr � depth of i4 feet. The uplift force on each piex will be resisted
by the dead �oad on the pier and the skin fi�ction resistance �n the gray �imestone.
,
The desi�n vnlues provided are intended to provide a minim�m factor of safety of 3 for end b�arinb
a � kin fr.iction. S�i�htly Iawer facCar of safety may be cansic�ered for terraporary �oac�ing
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conditions such as wind Ioads. Shafts desig�ed based on the cr�ter�a provided should �xpe�ience
tata] settlement of less than l�z inch. �Aiff�rential s�ttlements are typically 50 to 75 �ercent of total
settlements.
Uitianate passive pressure resistance in the ciays, which were encountered fr�m ti�e surface to a
depih of aba�rt 17 feet, can be taken as the equivalenk fluid pressure af 244 pounds per �sc��are feet
per fnot af depth. For example, at a depth of �.2 feet the equivaIent fluid �ressurc wo�ld equaI 2,880
pnunds per square foot. In gray �izr�estone, .which was �ncountered beneath the clays, the uitimate
passive resistane� can be taken as 2p,OQ0 psf be�ow a depth of 18 feet. The coef�'ici�nt pf hb�iznntal
si�bgrade �-eaction can be talcen �s 200 Ib/in3 for tan eIay and 2000 �b/in� for gray li�nestan�. PassivE
pressure resistance ag�inst lateral loads should be negleeted in the overburden clay sails above a
depth of 10 feet. However if the pier locatiot� is covered with �i�t-work to avoid m�isturE Ioss the
pRssive �ressure resistance may be used 6ezow a depth of S feee.
It is recamrrtent�ed that the d�sign and construction of drilted piers s�ould genera]ly foilow� meti�ods
outlined in �he manuai t�tied Drilled Shafts: Construction Proceduc-es ar�d I?esign Niechods
(Publicacion Nc�: k�NV.A.-IF-99�025, August 1999).
Dec�iled insp�ction of pie�• construction shauld be made to verify t�at th� piers are ver�ica� and
founded in the proper bea�-ing str�tum, and to r�erify th�t all ioose materials have been remov�d prioz
to cancrete pl�cement. Temporaiy easing rnust be useci wk�ere necessary ta stabili2e pier holes, and
4vi31 [ikely b� zequired d�e ta the sand str�ta and water ancour�tered abova the s�ale.
Any accumulat�d watex must be removed prior to th� placem�nt af concrete. A hoppex and tremue
should be utiiiz�d durin� cancr�te placement to cantro� the maxzmum free fa�i of th� wet concrete to
less iht�n five �eet un]ess tf�e mix is designed so that it does nflt sagregate di�ring free fa11 and
pravided the pi�r excavatian is dry.
If the pier hale has been cased, sufficsent cancrata should remain in the casin� as the c�.sing is
wit�drawn to prevent any disconti�tuities frorr� farming within khe cancrete section. Furthe�more,
cancrete placed in drilled piers should not b� placad at sl�mps iess than �ive inches uritess it xs
cansolidated with a vibrator or by otl�er means, Cancrete which is p1�.Ged in piers at a slump less
th�n five inches inc�eases th� potentiai for i�oneycoinbing. Cor�crete t�sed in piers should b�
desi��ed co �chieve the required sErength at a specified slump of 6± i inch. For any �ven pier,
excav�tion, pl�cement of stee� ar�d concretin� shauld be comp�eted within the same warkday. �
SEructura�3y supparted �ier caps if re�uired, shnuld be isola�ed from the subgzade saiIs by praviding
� mi�imum 6,i�ci� positive void beneath tk�� grade b�ams, floor slabs and pi�r caps. Voids can be
produced by using cnmpressible cardboard carton farms s�ecially znanufactured far Chis purpose.
C�re sno�ld be exercised so that the for�ns are nQt crushed, c�.amag�d ox s�turated pz�or ta placement
of tf�e concrete. �n addition, barriers that will not xa�idly decay �hould b� placed ar constructed
along the sid�s of t�� cardboard carton farms to pxevent soii intrusian into fhe void after tfie carton
farms decay.
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Evalts Rvenu� Improveliiertr Project
For1 Worth, T'ezas
PSI Projecr No: .�4Z-l.50a'0
. Page 8 oi"15
3,4 Floarslab/Fiatwork in P�aza Area
The plaza area will be subj�ct to pedestrian traffic. The plaza area is to be landscaped with
num�raus trees with a water fauntain on one side, The bottom of the water 6asin is t�hout 3 feet
belaw the p�laza grade. �
If the plaza floor is constructed or� the existing site soils, the �esin Potential Ver�ical Rise
(PVk�) is approximatefy 3 inches, assuming that the soils are a��awed ta increase in moistu:re
cantent fro�n a relatively dry condition to a reiatively wet condi�ion. The des�gn PVR may be
r�ducsd ta app�oximately � inch by graviding a minimE�m oF�4 feet of Iow swe�l potential fil2
beneath the floor. The minimum �ill thicIa7ess rnay be provided by cuttin� the sit� ta � single
e�evation a�d �Iacing avw swel] patential seIect �'ill. The fill can be used to elevate tf�e site so that
pos�ti�� drainaae is provided away from the struct��res. W�►ere feasibl�, el�vatinb the site with �II is
generally desirable because this aicls in praviding positive drainag� away fram the floor and
foundatians and helps prevent water frorn coilecting in the fiIled area. Water coliecting xn the fill
could result in excessiv� movements. The law swelI pqt��tial �'i�l should consist of materials �laced
�nd campacted as described in the "SeIect �il�" section of this report.
Uniform compaction o� fiIl materials is irriportant to reduce total and differential setdement.
Although a detaiYed settlement anatysis was not performed, tot�l settlement of the fiil on the order af�
,� ta 2 percent of t�e tvtal camp�cted fii� thickr�ess may occ�r {i,e. for a tatgZ ��1 thic�cness of 1pQ
inehes total settl�ment of the fill is esdmated at 1 to 2 inches), Typically, differential settiemertt is
estimated as 1/2 to 2/3 of�tatal settlement. The magnit�de of pot�ntial settlement and differential
set�letnent can he reduced by cornpacting fill properly and unifozm�y.
Root system of txees plant�d in the plaz� area is �ikely to cause distxess to the plaza floor/flatwork in
the lon; term, this can be minimized by utilizing concrete p�ante�s.
3.5 L�t�ra� Earth Pressure
Below-gr�de walls may be required to resist �ateral earth press��res. These may includ� r�taining ox
wing walls cfesigned to accammod�te s�irfacs grade changes around the watar i�asin. The actual
earth pressure on the wal�s wi13 vary according to rnateri�� types and hackf'ill materials used and
haw the backfill is CO3'I7.�?&C��d, The �quivaIent fluid unit weights, tabuIated helow provide
recommet�ded laterai earth pressures for design of these walls. This table assumes that positive
foundatior� drainage is provided to prevent buiidup of hydrostatic pressure.
� Ev�ilis Av��raae lr��prnvefrrel�t Project
` Fort Worth, Texas
_ PS! Projc�ct Nor 34?-JSO40
1'a�e9of15
LATERAL �ARTI� PRESSURE zN
'T��VIS OF EQiiXVALENT TLUlD �R�SSURES
AT REST
MATER�A �L
Clayey sands free of or�anics or
other deleterious materials, a
r�raximum particle size of 2 incl�.
xnd �in�zid lirnic less th�.n 30.
ASTM C33 Fine A,ggregate
(angular concrete sand).
ASTM C33 Course Aggregate size
67cansistino af crush�d angutar
limostor�e,
A�SUMED ABOVE
� THL
VALUE WATER
TABLE
2Q° 8D PCF
3�° b0 PCF
�s° saPCF
BEL�W
'�'�
WATER
TABLE
�0 PCF�
30 PCF*
25 PCF�
* In addition to hydrostatic pz�essure of 62.4 gcf
ACTXVE
ABOVE BELOW
THE TH�
WA.TER WATER
TABLE TABLE
50 PCF 30 PC�'�
�5 PCF 23 PCF*
A�Q PCF 20 PCF*
The backFifl shottid stap 2 feet beiow final grade where the su�-f'ace is not paved. The upper two feet
shouid be bacf�fiiled wiCh on site c�ays to reduce surface water inflows into tkte backfill. Tha
backfil� shauld be sloped down aw�y from tha b�ildiztg.
The backfial materi�is should be placed in 8-inch ttzzck loose �ayers and cornpacted to 95 percent af
the standard Proctoi• max,imuzn dxy der�sity accordin� to ASTM b 698, We recamm�nd that
bac�iill directly behind the walls are compacted wit� light, �and-helc� compactors. Heavy
compactars and grading ec�uipmenk shou�d nok be allowved to operate within S feet af the walis
duiing backfiiling to avoid developing exccssi�e te�nporary or long-term lat�r�l soit pressures. We
e�cotrimend th�t a re�z�senta�ive of the geatechnical engineer be present to moni�or aiI foundataon
�xcav�tions and �'i11 placennent.
The above values do r�ot incluc�e t3�e ia�Iuenee a� foundation or surface load in or adjace�t to the
wa]! backfil�. Below grade �va�is should also � d�signed to xesist ac�joining s�rcharge ]oads irom
foundations andlvr eq�ipment 1oe�ted in the vicinity of the wall. It is recomme�ded t�t�xt all
below-grade wails and ret�inir�g walls be pravided with a positive �our�dation drainage system.
A vertica] w111 drasnage layer is recammended tn prevent hydrosta�ic pressures from actin; an
belaw �rade w�lls, or retaining walls, Eit�er a 1-foot thick verticai drain or a dra�nage pan�l can t�e
used t4 contt'ol groundw�ter fn select filI ar on-site cIay bac�il]. Fre� draining sand and grave�
backirill da�s not reqti�ire a vertica! drainage layer. Vertic�l sand and gzavel drainage Iayer sk�o�lld
meet tE�e req�tirements given above for w�Il bzckfill. A�iter fabric shaLiid be placed between the
vertical dr�in�ge layer and the wa1l backfill s�fls. Altematively a drainage panel such as Nlirafi's
Miradrain can be used, A perforated p�pe drain sttould be insta�let� at the bttse of the �erEical wall
�
�� Eva�is Rve�aiie 11�iprovpmey�l Profecl
' Forr Warth, 7"exas
1'ST Pruject Na: 3+f2-.15040
� Puge !0 af 1S
drain a�d be draaned ta a sump pump.�r a gravity drainage system. Weep hotes can be used foz a�rea
retaining walls.
3.6 Pavement Recornrr�endatians
3.6.1 SubQrade Sail Freuaration
Af�er sfripping and excavating to re�ch final gradinb if required, but prior ta placing any fill, the
pavernent and sidewalk subgrad� should be properly groo�-rolled as describec� in the secttan titled
Site P���paration. Soi�s, which are observed to rut ar deflect excessively under the moving load
should be undercut �nd t�gl�ced with properly comp�cted �'i11. The subgrade far the proposed new
pavement will likely consist af the existing brown and ci�,rk brawn fat clay saiIs. These soils are of a
pl�stic n�ture t#�at exI�ibits strengt� dependent upan the moisture content. The sub�rade suppor�
characteristics of the ansite sozls can be irnprQvea by stabilization with iime. We therefor�
recommend that these c�ays be lime stabilized for a depth of at leasf 5 i�ches. It should be realiz�d
thaT increasin� the depth of stabilization of subgrade soils significantly improves th� li% af the
pavement.
TI�e subgrade sails in tl�e pavem�nY areas should be rrioc�ified with a rr►inimum of b percent (of dry
wei6ht) o� the Y�ydrated lime. Lime stabiiization should �roduce a rr�ateriax ha�inb a plasticity index
bc�vw 15. The actual percentage of lime should, however; be deternuned in the 1abt�raCory (thzough
Iime series testing pzqcedures) afcer final grading and prior to tx�eatment. If � plasticity index of 15
or I�55 cannot be ac�ieved tt�en a Lim�-PH se�ies should �e run ta detemiine t�e requrrec�
p�rcentag� af �irxie neces�ary for stabilization of the subgrade. Lxme stabilizatian slzQuld be
accam��ished in �ccozdance with t�e applicab�e provisian of �tem 260 of the T�oT Sgecifica�aons.
In addtt�or� to gradacson rec�uirements o��tIined in Ztem 26D, the lime-stabili�ed clay s�,ould a�sa l��ve
a rninirrium o� 6Q perc�nt, on a weight basis, of the stabilized sail gassing th� No, � sieva.
Tk�e lime stabitized subgrade soils should be compacted to aE least 95 pereent af tl�e maximum tiry
density as determined by ASTM D 698. T�e moisture cQntent at the time of corngaction should be
in the range of one percent below to four perce�t above the optimum value as defined i�y ASTM D
698.
3.6.2 P�vement llesi�n
- The desi�n thickness Qf a pavement will c�epsz�d on th� magnitude of axle loads and the number
�f loac� repetiti�ns. The antici�nted traffic �n the proposed pavernen�t is not known at this time.
� Therefore, we have ir�c]uded several g�v�m�nt design thic�Cnesses, which are typical to the ones
' praposed. In additia�, the life expectancy in eyuivalent single axle loads (ESA�) or the number
, 4f ESALs that each af the design sections can sust�in is aIso illL�strated in the fallowing tab4e.
: The iife expectanci�s oi these desig� sections are camputed based on A.ASHT� design mekhods.
,
Based on anticipated traffic, tne desi�,n engineer should cam�ute the number oi ESALs that wiIl
� be sub3ected to the pavement during its Ii�e�time, The pavement should be designed based on the
� camputed ESALs. I�' th� camputed ESALs are tess t�an the ESALs shown in the tables, th�n tlze
; seccions given on the tabl�s shauld be canstdered as the mirtirr►um gavement thickness to be
� � Cvr�r�s Aventee Irr�pro�ert�e�ir Prof ect
° For1 Wartlt, 7'e.tas
_ PS! Project I+lo: 3�I3-150�0
Puge I,t of 1 S
prnvid�d.
FL�XFBLE PAVEMENT D�SIGN THICKNESS
Paveme�t Material{s) � Life Ex�ecta�cy, ES.ALs
25,�OQ SQ,000
��-Iot Mix Asphalt Concrate 2.Q inches 2.Q inches
(a� = 0.44)
�tem 340, TXDOT — Type D
Aspf�a�tic Base a• �3Iacic B�se
�az � �,�4} Ytem 340, T�DOT --
Type B
Subgrade or Subbase
NA 3A 117C�'l�5
A.s Disaussed�Previousiy
RICrID PA��MENT DESTGN �HICKNESS
Pav�ment Material(s) Life �xpectancy, ESALs
125,000 350,000
Fartlar�d Cernent Concrete 5.0 inches 6.0 inches
(3500 psi)
S�bgrade nr Subbase
As Discussed P�•e�iously
zao,000
2.4 i�ches
4.Q inches
�oo,000
7.0 inches
All related civil design factors such as drainage, cxoss-sectianal canfiguratians, surface
elevaCions and enviranment�I factors which will significantly affeet the service life of the
pavement rnust be included in the �rep�ation ai the constructian drawings and speci:Eicatians,
Cancrete pavement sl�bs should be provided with adenuate steel reinfarcement. �'roper finishing
of concrete pavements requires the use �f sawed and sealed jaints, whieh should be design.ed in
accordance with current Portland Cernent Association guidelines. �aint spacing is recammended
at 15 foaC �nterv�ls for �iai� concrete. Dowel bArs 5i1DLllf� �?8 u�ed ta transf�x �oads At t(�e
transv�rse joints. Normal �eriodic mainten�nce may be reqtiiired. '
�arge front ►oading trash �d�tmp�trucks frec�uently impose cnncentrated fxont-wheel loads on
p�vements cEuring loading. This type ai loading typieally results in r�.itting 4� the pavement and
ultimately, pavement failures. Therefore, we recomrr�end that tk�e p�vement in trash pickup �t:reas
cor�sist of a minimurn 7.-inch thick, xeinfarced concrete slab.
, �
�
�� �r �'va�:s Avelttte lmprovernerrt Yrojecl
Far1 Worlh, Te.rcrs
PSl Project Na: 343-l50�10
` PaRe 1� af I S
�,0 CONSTRUCTx4N C�1�1'SIDERATXOPTS
It is recommended that FSI b� x�tained ta provide observatiar� and testing oi construction activities
involved in the foundat4on, earthwar�C, and xeIated activities of this project. PST cannot accept any
responsi6ili�y far any cat�ditions, which deviated from t�ose, desc�ibed in this repo�t, nar far the
performance of tt�e foundation if nat engaged to also grovide constt-uction observation and testir�g
f�r ti�is project.
4.1 Moisture Sensitive Soils/Weatf�er Related Concei�ns
The upper �ne-grained sails encountered at t�is site ar� �xpe,cted ta be s�nsitive ta dist�rbances
caused by constructian traffic and cf�anges it� moisture content. During wet weather peniods,
increas�s in the moisture content of the soiI can cause sigriificant rec�uctiar� in the soil stxength and
support capabi��ties. In addition, soils, vvhich become wet may be slow to dry and t�us signifieantIy
retard the progress of grading and compaction activitres. �t �vill, therefare, be advankabeous to
�etform e�-t�wor�C a�d foundation canstn.ictiar� activities during dry weathez�.
4.2 Plastic Soil Considerations
Due to Ci�e plastic nature of on-site �oils, some of which rnay be left in place, consideration sh�uld
be given to these soils ta reduce their shrink/swell potential. Simply stated, clays expand or stu7ink
by absorbing ar lasing maisture. . Controllzng t�e moisture cantent �ariatian of a soil wilj therefore
red�ce its variation in volume. A.n.umber of ineasures may be used ta attain a reduction in subsoil
rrioisture content variations, tht�s reducing the sh�ink/swell potential. Some af t�iese measiues a�re
� ot�tlined below.
, 1- During construc�ion, a positive sut��►ce d�air�age scheme should be implernen�ed to
grevent ponding of water on the subgtRde.
2- The building and paveme�t subgrades should not be aliowed to dry out; fn�ndatian
bactcfill shauld proceed as soon as passible after constFuction to minimize changes in the
soils natural maisture.
3- Positive s�irFace drainage • should be maintained around all buildin�s through a
roaf/�utter sys�em cnnnected ta piping ar paved surfaces, tr�nsmitcing water away from
the %undation perimet�r, in addition to posiCive grades slaping away from the
%undations.
�- Uti�ity tz'enches should be b�ckfilled with �ow pl�stic cIays to z'educe the potential of tl�e
�rencF�es acting �s aquecEucts and transmittin� water beneath the structure at pavement
� due to excessiv� s�arFace water i�fiItr�kinn.
5- Shrubb�ry or flower beds s�inoundi�� tE�e bEriIdings shauld be planned ta insure that
' bedding soils drain away iram tha buildinb. All planters should h�ve impe�eable
bases with weep hales directed onio the pavemenC surface.
y�i;- "�'��
;! ±_; � �'��,ti'
I �
Evans Avenue Irl�praveirier�! Projec!
�'orl Wor11a, Texas
PSl Projecr No: 342-15040
Puge13of15
A�1 pro�ect features beyond the scape of Ehose disc�ssed above shouId be plannEd and d�s�gned
simil�rly to attain a region af relatively canstant moisture content in the founda�i�n and floar slab
areas.
4.3 Drainaa� and Gr�undwa�er Concerns
W�te�• shau�d not be aIlowed to colIcct in the faundation excavation, on �ooz sIab� ar�as, or on
pti�epared subgrades of the ct�nsttuctian axea ezther dunng or aft�r constructian. Undercut or
excavated areas should be slaped toward one comer to iaciliCate removal af any collected rainwater,
groundwatec, or surface runoff. Pasitive siEe di•ainage s�ould be �rovided ta r�duce infiltratson of
surface water ara�nd the perimeter of the building and beneath the floar s�abs. The grades s�ouid
be sloped away �ram the building and surfac� drainage should be co�lected and discharged such that
water is not permitted to infiltrate Che backfill and floor sIai� areas of the building.
Groundwater wns nat encountered during drilling operations. However, it is passible that seasona�
variations will cause fluctuations or a water table to �e p:resent in the upper sa��s. �dditianally,
perchEd w�ter may be encountered in disconti�tuous zones within the overbur�en ancUor near the
eontact with b�cirack, Ar�y watex accumulation shouid be removed fi•om sxeavations by pumping.
Shauld exeessive and uncantrQlled amounts of seepage accur, tne Geotechnical e�gineer should b�
consulted.
4.4 �xcava�ions
In Federa] Register, Volume 54, No. 209 (Octobe�• 19$9}, the Unit�:t� States Department of Labar,
�ccupation�t] Safety and Health Administratian (�SHA) amended iks "Construction Standards far
ExcA�a�ions, 29 CFR, part �926, Subpart P". This document was issued to 1�eC#er insuxe tk�e safety
oi wor(cmen �nterir�g trenches ar excavatior►s. It is mandated by this fecfet'al regulation that
excavativns, whether �hey be utility trench�s, basement excavatian or footing �xca�ations, he
canstr��cted in accordane� with Che new OSHA guide�ines, It is our underst�nding thAi these
regulations az�e �eing strictly eniore�d and i� they are not closely followed, tne ow�er a.nd the
cantractor coufd 6e liable for su�stantial penaltses.
The contractor is solely responsible far designinb and constructinb stable, �temporary excava�ians
and should shore, slope, ar bench the sides of the excavations as required to mainttin stability of
both the excavatior� sides ar�d bottom. The contracto:r's "r�spansible persor�", as defin�� in 29 CFR
P�rt 1926, should �valuate the soil exgosed in the excavations as part of t�e contractor's safety
procedures, �n na case shauld slape hsight, slape inclinaCion, or excavation depth, including ut�Iity
trencf� excav�.tio� depth, exceed those specified in local, stat�, and federal safety regulations.
V1e �re �roviding this info�zn�tion solely as � service ta our c�ient, pSI does nat ass�me
responsibility for construction site safety ar the cantractor's or other �arties compliance with lacal,
st�te, �nd �eder�tl safety a:r other regulations.
�� �
�
Evans Ave�:ire lrriprove�r�er�t Project
,Fart Worth, Texas
PS! Projecl No: 3�2-lSO40
Puge 14 of I S
m
5A R�FQRT LYNIITAT�ONS
��
The recommendations submitted a�e based on the available subsurface information obtained �y PST
and desig� details furnzshed by th� cli�nt. Zf there a�e any irsvisions to the plans for this �roject or if
deviations from the st�bsurface conditions noted in this report are encflunter�d during construction,
PSI should be notified xmmediately ta deternline if changes in the foundatiori recommer�dations are
�•equired. If PSI is not retained ta pc�-farna these �ur�ctions, PSZ will nat be :respo�si6�e far the impact
of t�ose eonditions ori the prolect.
The G�otechnical enbin�er wanants th�c the �ndings, recammendations, specifications, or
professionai advice contained �erein have been m�de in accardance with ge�erally accepted
professiona3 Geoteehnical engineering practices in the local axea, Na ather warranties ar� imp�ied
ar expressed.
After the plans and sgecifications are rr�ore complete, Che Geote�hrtical engineer shouId tae r�tained
and provided ihe opportun�ty ta r�view �he final design plans and specifications to check that our
enginee�ing recarnmer�dAtions have been properly incorpor�ted intn the design docuznents. A,t this
time, it rnay be necessary io su�mit supplemen�ary recommenda�ions, Th�s report has b�en
prepared for the exclusive t�se of Huit� Zo[�ars foa the speci�e app�ieatior� ta the proposed Evans
Avenue �mprovement Project in Eort Worth, Texas.
,`�� �ji„� ` ;_� ��.��.'�;k a
�'varrs Ave�ure ln:prove�r�errt Project
Farc War�h, Te.eas
PSl Praject No: 3�t3-154J4Q
Page 1_S of 15
APPENDIX
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I ���, ,�'nviranmenta! go�ing �.ocat�on Plan
��� Cea��chr�lcal P�o ect Na. : 342-1504(J
. Constrt�c�i�n 1
co.�su�t�n[� ,�n��ne�f�n�or�st�ne Dat�:7-3-Qi
auar �'�iximyw y•uauas, iax s �axa�
21Aj33f1•8211 • FA?f {214) 3$9-2853
EVANSAVENUE
IMl'ROV�MENT PROJ'ECT
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ao�i�vG �o� No. e-� -
Evar�s Avenue
Ft. Wort�, Texas
LOCATION: 5ee 8oring Location Plan
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APF'ROXIMATE SUFiF. ELEV.: N!A .
� 8" Asphaft ! 3" Crushed l.ImesEo�e 82se . , , � � , , � , , , , . ,
- bark gray C[.AY with lirnastn�e Iragmente � � � � • � � � � � � � • �� �
and calcareous nodules 21 8$ 6g 2B 49 � � � {,� � � � � ` � . ;�� �
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DEPTH TQ GR�UN€7 WATEfi
QURING DRILLING: Nat �ncou�iered
EN� DF Dfiitl.ING : Nol Encouniered
_ --N = SPT value
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Evarts Aver�ue
Ft. Worih, Texas
LOCATIDI�l; 3ee Baring Location Plan
u��-- [7ut w v� p}�AfVD P�N •l}t3C CMP � .:
a2 z� � �
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APPpOXfA/,A7� SUFiF. �LEV.: N!A , , . , , , . . � , . , , . _. . -
a"AsohalU2" Crushed LIM�S70NF q ��e _ � � , . � � , � � � , � � � � �
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�UR[NG DRI�LlNG, Nat Encauntered
�ND OF DRILLENCx : Not Enaountesed
N = SPT valua
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Evans Avent�e
Ft. Wortf�, Texas
LpCAT10N; See Boring Location P{an
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1 APPROXIMAT� SUR�. EL�V.: NIA tsF
^ 6" AsplialU4" arushed Llmestone base � � � � � � � � � � � � � • � �
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- -- - - -- N=SP�...P-- ---. - ---
T valu�
T = THD �alue
' B�R1NG LOG NO, B-4
- ��ans Avenue
Ft. Wort�, 7$Xas
SO1L DESGRIPTION
APPRdKI;v1ATE SURF. ��.EV.: NIA
4" As.c�hal 12" Base
Brown f$t�I.AY with gra�e[
Tan CAl.CAR�OUS CLAY with limes9nne
fragmer�ta
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' DATE: 6/5l0� •615l01
a
LOCA7IQN: See Bor�ng Location Plan
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UNciA55iFIEA FILI. MAiERInL9 Af4TIPICIALLY qEf'OSITEP A11A OTHER UNCLA891FlffO SOiLS AND fAAN•NiAdE
_ 8011. MIX7l1RE.4
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�ERS COHeL�S � GOARS� � FIN� COARSE� MEDII]M� FIiVE � � _� :
�- - -- . - - .� -- - - - - _ . _ _. - -- - - -
i82 76.2 19,i 4.7G 2.D O.A2 0.07Q U.Oa2 =
. GF�AlN 5l�� IN IViM �
�� Geofechnica! Car�su!ling Servlces _- �� �- � _ . � �-. . _ . � . . ..._� � � . — '
�� Aallas, 7'exas PLA7� 'I
SAMPLER TYF'E
�
5HAL� NO , AtJCyEI� SFi�L�Y
' . SAMf'LE SAMPL� TUe�
. �.
I�
��.
f. . _
CDBG CONSTRUCTION GUILDELFNES
!�
INTERCOVERNMENTAL AF�'AiRS AND GRANTS MAiYAGEHi'�iYT
PUBLIC FAC�LITI�S AND IMPR4`TEMENTB
CDBG C�NSTIZUCTZON GITIDELINES
The use of Conununity Development B�ock Grant (CDBG) fi�nds in whole or part faz
construction of a pLiblic building must #'allow the federal regulation.s for CDBG.
PRE�-CONSTktUCTION STAGE,
A. Clearance and '4'Vage �Zates (Inifiated by Projeci monitor, XAGIVI)
1. Ohtain En�ironmental Assessment fram City Planning Departmez�t to
determine if flood plain, effect an communxty, etc.
2. Obtain Qualified Ser�rice Area documentation fram City Planning
Department to determine at least 51% af residents in service area o£
building are low and moderate-income persons.
3. Contract Compliance Specialis# will request wage deternunation from
HUD to meet Davis-Bacon Ac� (Descrip#ion of war}� needed from project
manager)
G, Provide cost estimate and source of fi�nds for canstructian.
5. Project Manage� from. City Departm.�nt wi11 notify IAGM when project
design is campleted.
6. At Ieast ten days before the bid opening, IAGM will �erify r�vage rates and
notify the appropriate project manager if there is possibly a modification.
B. Bid Process
2.
3.
4. .
5.
Bid Dacument needs to inolude:
The Contrac�or's Packet • . �
e Wage rates required tay Davis-Bacon Act and predetemy.ined by
Department of Labor per job classificatian. In the case of contr€tcts
ente�red into pursuan�� fo campetitive bidding prvicedu�res bid
openin� iocks in wage decisinn. The �contract must b� sxgned
within 90 days after the bid olaenin�, if not signed wxthin that
pe�riad a new decisian will go into effect, if fhe Contractar does not
agree �o the ne�v decision fhe biddiag process must start over.
� HUD contract requireme�ats _ �
o Specifications o£ constructian work -
� Project sign design with CDBG identified as a fiinding source to be
posted in front ofbuilding being canstnxcted.
Pre-bid cvnference may be held to addxess po#entfal contractor ques�ions,
if so, it rnust be stated ir� the bid advertisement and provide place and time.
Bid ad��rtisement needs to state time and pJ.ace bids will be opened.
Request for bids must be ad�ertised 2 consecutive tiveeks — at least ane
week in newspaper of general circulation.
Pro3ect monitor to attend bid opening
IAGM
Last revised M1y100
C. �ontract between Co�txactor and City of Fort �Nortil (� t-s aeat �„osciy ��;th ho4�5��,b Q:o)�Cu)
1, A written cantract with the City will be campleted prior ta the
disbursement of money. T`he contract will remain in effect during any
period that the agency has contral aver CDBG fitnds.
2. A lien will b� placed an property o�er a period ta be determined by the
City (nunimum of S years after expiration af the contractj,
3. If during the iiez� period the f�cility ceases ta meet a CD$G national
objectiv� ar eligible activity, tl�e Ci#�y must be reimbursed at Fair Market
Value of tl�,e building, less any portion of the value attributable to the
expendifiure o£ non-building, less any partion of the value attributable to
the expendihire af nan-�DBG funds for acquiring of, or improv�ment to,
the property.
4. Contractor selacted must obtain liability and warkers compensation
insurance.
5. �ontractor selected must obtain performance band.
C�l��'1C�CJC'�][�I�I S��.GE
1�. Pze-Construction conference
1.
2.
3.
�4.
5.
6.
�ontaractor is responsible far sub-contractor eomplian.ce wzth HLTI? f
regulatians.
1V1L�st ]�e held to review federal req�ti.rements and subrnission af payroll
docum.entation on a weeklv basis to �Gt�.
Bti�ilding must provide hand.icap accessibility (wheelehair rarnps, elevators
and bathraoms). • .
Niox�itoring site-visits and wage infierviews�will be conducted by project
monitor.
Project monitar must ensure that eantzac#or has not been debanred before
the start of work. ' �
Contractor Iz�'ormation an.d 5ection 3 attach�ents must be 5ent to rr��nitar
with seven days after heing received.
B. Const.�uction
1. Subrr�it Start of Work Notice �
2. Submit Section 3 Attachrr�ents
3. Workers must be paid weekly
�. Submit weekly certified payrolls (nuznl�er payrolls}
5. Post Wage decision, ]EEQ, Department of Iabor wage info.
C. End of �onstnlctian
1. Submit End of �Nork Form
2, Kefain ail infQrmation related �o project for five years
IAG1bI
Last revised May/00
.I'
Table af Contents
PAGE
I.
II.
ITI.
IV.
Pre-Constn�ction Conferenca M'tmites .............................................................. 1- 3
Contractor / Sub Infozmat�on Forms .........:...... � .... , .. , ........ , ....... , ....... . , . .. , ... ....... 4 -S
Start of Constnictian Form .............................................................................. 6
ConstiuctionComplete Form ........ . ..... . ....... . ... . ......................... . ............ ......... 7
V. Ciry af Ft. T�V'orth Finance Depart�ment, Affirznati�e Action Plan : ..... ... ... ................. 8� 22
Section 3 af the Housing and Ur6an Developsr�ent Act af 1468
A. Section 3 Attachment Parms
1. Attachment B Setf-Ce�tification Form ..................... ................................ 20
2. Attachsnent D Statannent o� Release �orm .............. ............................. ..... 2l
3. Attachment E Preliminary Siatement of �Vorkfarce Needs Form ...... .. .. . . . .. . . .. .. 22
VI. Statement of Policy an Equal Employsnent Opportunity Farm ............................... ..... 23
VII. Departrnent ofHousing AndUrban bevelopment ContractRequirements .................. 24 - 3$
Exeeuti�e �rder 112�6, Equal Opportunity Clause; Section 242
A. Executive Order 11246 Farzr►s ,
1, Certification and Acknowledgment Farm .............................. .................... 34
2. Certification of Bidder Regarding Equal �mployment bpportuniry Form ........... .�0
3. Certificatian Regarding Labbying Form . .. .. .. . .. . .. . .. . . .. ... .. ... . . . . . . . ... .. . .. ... .... . � 1
4. Certificate of Otvner's Attorney �'ornt . . ... ... ..... ...... ....... .. ... . .. ...... . .. .. . . . . . . . . . 42
VIII. U.S. Deparhnent of S.abor Wage and S�our and 1'ub�dc Contract Divisions �
A. Instructions for Campleting Payroll farczi �VH-247 ...........................................�43 ��45
B. U.S, Departm,ent of Hot�sing and Urban DevelopriZer�t �
I. Certifieate from Contractor Appointing officer vx employee to Supervise Payment of
EmployeesFozm .................................................................... . ......... 46
2. Payroll Form .. .. . . . .. .. . ... . .... ....... . . .. . .... . .. ... . . . . . .. � .. .. .... .. .. .. . .. ... .. . .. .. ... .. 47
.. •
3. iT.S. Depaxtment of Labor Statement af Compliance �'orm .................... ...... ...... 4$
4, Employees Statement of Wartc Veri�cation Fotm .......... � ............................... 49
5. PayrallDeductionAuthorizationFor� ..............:.�...........................,........... 50
IX. U.S. Departmenk of Hausi�g and Urban Development Coznmunity Development Block Grant
Inp�it: Subco�tractar's Certification Cancerning Labar Standaxds and Prevailing Wage
Requirements.......................................................................................... 51 - 53
X.
kI,
xzz.
XIII.
Ho�� to Complete Payrol! Forms
Equal Employmenk Opportunity Poster
U.S. Deparhnent oE Labor Paster
Froject Designation Sign
A
�}
,
REqui;red Fon�s and Due ]�ates
I "
�
- - ��trir�� kaRiu - - -
Cantractor 1 Stib Itiforntatiaii
Start of Constructinn Form
Conscnictian Camplete Farm
5ection 3 Attachment Farms
� Attaclj.ment B Self-Certificatian �orn�
� Atta�hsnent D Statement of Release �'orm
� Attachment E 1'reliminary Statemenk of
Workforce Needs �'oren
Statement af Policy on Equal Ernployment
Opporninity Fosm
' Certification and Ackno�vtedgement Form •
� U.S. Department oPHousin� and Urban
Development
o Certificatian of Bidder �tegarding Equal
Einployment �ppartunity Form
�• Certifcation RegaFding Lobhying Form
,• Certificate af Owner's Atto�uey Porm
LT,S. Department of Housin� and Urban
Develo�ment �
; p Certificate frvm Contractor Agpou�king
of�cer or employee to
Supervise Payment of �mployees
Farm
Payroli Forms
You are nat rer�i�ired to tsse l�ayrall Fotm 1�Vf�I,347
You may use any other tyQe of payroll, such as
eomputerized formats, as long as it has ali of the
informatian that is requ9red on the WH-347.
U.S. Department of Labor
Statement af Compiiance �orm
Empinyees Statemenk of Work Verification
Form
Pay�oll Deductian Authariz�tion Farm
[1.5. I}epartment of Housin¢ and Urban
Develapment
Community $lock Grant Inpt�t
Stibcontractor's Certi#ic�tion Concerning Labar
5tandards and Prer�ailin� �Vage Rcquixements
Forn�
Equa! �mplayment O�portunity Pvsker
U.S. Department of i,abor Poster
( - nt��
� Befare t1�e start of constrictian
� At the Start of Canstruc#ion
After completion of construction
Cornplate and Rekurn Within Se��en (7) Days af Receipt �
Complete and Retum �Vithin 5even (7} Days af'Receip{ i
Cornplete And Return lVithin Seven (7) Days at'Receipt ��
,
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Complete and Return Within Seven {7) Days of Receipt
Complete and Return �Vithin Seven (7) Days of Receipt
Segu�ziing the fusC �veek your eompany works on a
praject atid for every week a�terward until your firzzi
has completed i#s cvark. Number the payrall reports
heginning tivith � 1 and clearly mark your last payrali
"Final."
Sia ed and attach�d to the tiveekly payrotl
Requir�d tivhen er�iployee is used in more than ane
ela5sification a�d must be paid diffcrent rates durin�
any payroll periad -
On1y ane emplayee autharizatio� is needecl for
recurrina deductians..This should accompany the
FTRST payroll vn tiwhich t�e deduction appears
Befoee the Start of Work
P05t 4n sit£ at f�1C StSIt d�COnS�'UCkiOn
Pro,jeck Desi�naExon Si�n Past an site st the start of constzuction
1�ET�J1�1�3 AL�, F`�R.lY1S TO Y03TR_PXtOJEC'T' �17[+�NTfia�
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�1��;�1��T�t�JC'�'���I ��I�T�'�E��T�E ���I�J'I`E�
llATE:
' GOCA'�XON:
PRO�ECT NAlYIE:
LOCATI�N OF PR0�3ECTt
PROJECT NU1V.�BER:
CONTk�ACT. AMaiJNT:
�x��zE:
NAN�E
0
ATTENDE�S
NAME & ADDRESS Cl�' �'�RM
TEL�P�.Olri� �
NUMEER .�
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A preconstruction conferenec tivas held on the ataove ciate to diset�ss lahor standards reqtEi�ei�lents ��plical�ie
� to this project. The attend�es, as listed aUave, were provided the folio�ving infarrt�atidn.
The "C�N�'RA.CTOR XNFORMAT�ON" form rec�uired af the cantractar �.nd �tI stibcontractors sllould bE
com�leted and submitted befvre starting cQnstructio�.
Seetion �'hree plans m��st be completed by c�ntrackors and subcontractors havin� cantracts a��er the amount
of �10,000.
Written affinnati�e action plans must be submitted by the cantractors �nd subcantractors 1lavin� contracts
over the amount af $50,000 and erzxp�loyin� rnore than 25 non-constntctian enlployees. The plans shc�uId address
the eantractor's intez�t to k�ixe and train minorities and females on an eqt�al basis as any other group.
Execlttive Oxder 112?k6, included in the contract document, shoujd be fallaw�d as�c]osely as possi'b1e.
Tlus praject is s�tbject to the Davis-Bacon Ack (DBA), Copelarad Act, Contract Work Honrs Safety Standards
Act (CWHSSA), and the Fair Z.abar Standards Aet (FLSA). FI,SA sets out the require�r►ents for payment af
minimum wages, or+ertime pay, child labar star�dards and prohibits wage d'sscrimination on the basis of sex. T]BA.
speci�'ies the minimum wages ta be paid the variaus classes of labarers and mechanics employed 4n the pro�ect.
Ci�kISSA sets a uniform standard of 44-hour woxkweek wi�h time and a half the basic rate of pay far aIl work in
excess of A�0-hours per week. Tha Cvpeland Act prohibits kickbacks being paid 6y the emplay�e ta the employer
and requires the weekly subrzzission of payrolls. �'AILURE TO COMPLY �t�ITH THE LA.BOR STANi�ARDS
REQUIREMENTS CAN RESULT IN T�-iE ESCROW OF FUNDS AND/OR WITHHOLD�NG UF INSURED
.ADV.ANCES.
The contractor should inform his fureman, and subcontractars that this praject is subject to p�riadic emgloyee
wage intezvie�v �isits hy City staf�' andlor federal agen.cies, such as �iiTU ar D OL, to insure campliance �vith the
a£orern�ntioned regutai.ians. Thess federal offic�rs or City staf£ are not ta be prevented f�'om conductin� such
intervie�vs.
T3�e suggested payroll form is WH-347,1'ayroll. All o#her payroll forms must be approwed by H�lD privr
ta t1se. Payroils must be sLibmitted to the Fiscal Se�rvices Department wit�ir� seve� d�.vs aftPr � pa »�eriad ends.
A pay period is seve� (7} consecufive days. Payrolls must be ariginat and must be completely execuied, '�he
signature must be that of owner, partner, of�tcer of authorized individual, and must b� an ori�inal ink signature.
It is suggesied that blue ink be used. The certification dates rniist cover the seven (7} day p�riod. "A
CERTIFICATION FROM CQNTRACTOR AP�flINTING OF�ICER OR EM�'LOYEE T+D SUPERVISE
�'AXME�T OF EMPLOYEES" For�n must b� submitted.
The payralls and basic payroll records of the cantractar and each s�tbcontractar covering all labarers and
mechanics �mployed upon the work covered by this contract are ta be maintained during the course flfwork and
� preserve�. for a period o� three years thereafter.
Liqtiidated damages �vill be assessed for faiiure ta pay overtime. The assessment amount is � 10 per day per
violation. Overtime hegit�s an this groject after �40 hours per �veek. Additionally, tiva�e restitution must be. patd to
any employee wha is undetpaid �vhether the tmderpaytnent is due to �ailure to pay ove�time or fail�ue to apply the
prescribed hourly rate of pay.
Employees r.nust be classified and paid aceordin� to ihe �lassificatians and rates�prescribed t�y the applicable
�vage decision. The decision which is applicable ta this project is �, The tivage decisian mtiist be posted
at the canstzuction sit� alan� tivith requir�d posters �or �he d�lration of construction activity, Any classification
needed �vhich does nof a�pear on the �va�e decision must be rec���ested and appro��erl �y the U.S. Department of
p
�j
LaUor �rior to the use of th�t classification on the project,
In instances wh�r� tt�e awner of a ccampany perfomis work on tlz� profect, t�tat owner must show himselfl
herself an tlle payral� atid mt�st show the haurs rxor�ed eac�l day and total haurs for the week. AIl �ersons �vho
perfarnl �vork on the �ro}ect must be show� on the�y��vroll. The address and soci�! security n�imber for each
em��oyee must t�e included the first time tl�at employee ap�ears an the payrall and any tii��e th�ir �ddress change.
Apprentices m�y be employed on the project, �io�vever, they must be c�rti�ed hy t�2e Bureau of
Apprenticesh.ip & Trainin� aild the allotivable ratio of �pprentices to journeymart must not be exceeded.
Payrolls are req�iired for �veeks in which na rvork is perfomaed labeled "NO WORK pERFORIV.�ED".
The first payrall fiimished must show "INITIAI," in the payroil number block. Like�vise, the last payrall
mtist sho�v "F�NAL". Subseqttent payrolls following the initial payroll must be nu�nbered sequentially beginning
tivith number 2, including payrolls labeled "�10 '��C�RK PE�tFORMED".
Any person who is employed on a pieee �vark basis must be shotim on the payroll. The hours �vorked each
da,y and total haurs for the �veek mus� be sho�m. The hourly rate of the piece worker must equal or exceed the
prescribed haurly rate �'or th� partieular Evorl� classi�icatio�.
Dual tivork classificatians �vithan tbe �ame payrflll period are acceptable pra�vided that a si�ned verification
ofthe dtial ��ork classification is fvxnished from the emplayee. When dual �vork class�fiea#ian are used submit the �
#'arm "'ElVIl'L�YEES STATEN�'ENT OF lYORK VERIFXCATiC3N".
Deductkon atitharizations, signed by employees, must be pravided for any deduction �vith the exceptians of f
FICA and �edera] tax. �
Unless atherwise specif ed by the applicable �vage decisian, the classification of "helper" is unacceptabie.
Employees must be classi�ed and paid based on the tivvrk they perfarm, e.g., ii a person per#'orms the duties o� or
uses the iools oi a plumber, that persan must he classified as a plumber;'not as a plurnber's helper {the plumber
classification is used th�re as an example only). ' • �
The genErai contractor tivi1l be reqliired to certify t�at all laborers anc3 mechanics employ�ed on the praject
{inciufling those employed by subcontractors} have b�en. paid hourly rates as prescrit�ed by the applicable larvs.
The staff person who wili monitor�this praject for compliance with labor requirements is Greg Jordan. l�ny
qu�stions concernin� Iabor reguirements st�ourtd be directed to him at (�17)871-53�7. Questions should be directed
throu�h the general contractar tivho is ultimately r�sponsible for the fitlfiliment o�'these otaligations
Submitted by:
N�ME
AATE
Cantact �erson;
City of Fort Worth
Intergo�ernmental Affairs c�. Grants M�na�emen�
Gre� Jordan
1000 Throcicmarton Street
Fort 1�orth, Texas 7b102
(�17j871-83$7 _
;�
�. CQI1tT'aCt l7�tW�eI'1 COIItiACkOt ST1i� Cltj� 4� FOI� '�VQI'��1 (k f-S dcul mast{y �vith housing Q%jects}
1. A r�v�itten contract with t1�e City will be campleted priar ta the
dis�iursement af money. The contract �vill rem�ain in effect during any
pe�iod that the agency has confzol aver CDBCr fiinds,
2. A lien �vi11 be placed an prop�rty over a perivd ta be determined by the
City (minimum oi 5 years after expiration of the eontraet).
�. If during the lien period the facility ceases to meet a CDBG nativr�al
ob�ective or eligible activity, the Gity must be reimbursed at Faiz Market
Value of the buitding, less any portion of khe valt�e attributable ta the
expenditure of non-building, less any portion vf the value attributable to
the expenditure of non-CDBG funds for acquinn� �;f, or improvement to,
the praperty.
4. Contractor selec�ed must abtain liability and �vaxkers compensation
�nsurance.
5. Cantractar selected must obtain perfarmance bond.
CONS'�'Rl'JCTZON S3'AG�
A. ' Pra-Constn�ction conferance
1.
2.
3.
�:
.
Contractar is respansible for sub-contractor compliance tivith HUD �
re�ulations,
Must be helc� to review federal requirements a.�d submission o�payrall
dacumentatzon on a weekly basis to �AGM. �
Buildin� must provide handicap accessibility�(wheelchair zar�ps, elevators
an,d bathrooms).
Monitorin� site-visits and wage interviews rvi11 be conducted by pro�ect
manitar.
5. �'ra}ect monitor must ensure thai �ontractoz-has not been debarred before
the start of work.
6. Contractor Information and Sectian 3 attachments must be sent to manitor
�vith seven days after bein; received. .
B. Constnictian '
1. Submit Start of Work Natice -- 10 r�• �' �
2. Submit Section 3 Attachm�nts �
3. i�Vorkers must be paid ��eekly
�, Submit weekly certi�'ied payrolls (number payrolis)
5. Post �Vage decision, EEQ, Depar�ment af �abor r�vage info.
C. End of Construction
1. Submit E�d of Work Farm
2. Refa�n all informativn xelated ro pro3ect far five years
�_ IAGi1�I _ � • x
, :.•_ _=- .. � . �.-.-.-Apr/00_ � ; � _ , . ...
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Fraject Closenut
1. Audit by City staf�
'� This outline represents the requirements for constructiQn ar rel�abilitatian proj ects.
,-' tiVe look �'onvard to tivorking closely r,vith you to facilitat� the implementation of
;� these requirernents far federally funded coz�structian projects.
� Please feel free fo cal� us at any #irne,
TamikaBarr (SI7)'871-8365 .
- Greg �'ordan (817) $71-8387
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ROJ�ECT: �1�� � � � rn� �, � .
� �� �� �T���eLL �v����.�-
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1, Contractor: 5 � � �
2, Address: �''� � • ��� � `� � � ry �
���� ��a���� , � 'r� �.3�
3. City: r�� _�%� � Fax: �l �- �,��� 6 f,��
�}. TeXephone: ��� � '
�, Federal I.D. #:
�s- z � � - �� �-��
6. Of#'icers of the C� oration:
President: � � � � � ��! �
�o� �, �S�r��IcJL���
Vice President: r�� `�
�oh��- , �,
Secreta
�,e.e-�re��e�� f�Q� � f� Po � s� o�,
Treasurer.
7. I£ sole owner or partnership, list owner (s}'.
� RaciallEthnic Owncrshia:
� .. �te mcncan
2 . �3aCk�ntencan
3 - Native Americnn
4.- Hispanic American
5 - AsianlPaci tic American
6 - u�;a�� �«�
�
hereof neither my cotn � any nor my corporate afficers (if
X certify ai the time of execution, �
ed axe listed in the list of Debazred, Suspended, and eligible Contractors maintained by
incorporat )
the Department of Housing and Urban Development (H[3D •
I�
! SRO General Contractir�g, Inc.
� 67�.6 Azfe Avenue
P.O. Box 136577
�or� Wor�h, TX 7fi138 �
. �1�1P.c%�
Sianature
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A
. B ONT�,A,(;T(lR IN�Oi�NCATION
(Tc� be completed by cantractar)
���. 1�e [� o r� ��l^u c� 7� tc�� -d " L 2%`I �2% �-
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,��� � ._ _. _ _ ... fLL- -- ---. _ _
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PROTEGT: �� C , � �' �' � G�� �U�67 G� �
1. S�ibcontracior: � L�6'f' E ,�'7 .� � �°' ,f� /f�? �
2. Contract Amount:
�5Qroc�v � J
3. Address: ��! I �%� l^ C� � � � � L �d7 �
3. City: N, � i Gr �' � �-ll .� 11�iG��S. %�iC. '%�/ �� .
4. Telepk�4ne: ��` �� � '% �% - �ipC � �/ Fax: �'�'% ` � 7 ?" - 9.3�/
�
5. Federal I.D. #: �'� �` � � � � `�� �,�
, RarialfFfhrir QVynCZS�11�7: �
.�`n�'� --�_ -- —�.�
; 1 - White Arnerican �
�`2�31�eric�i"`
• 3 - Native American
4 - Hispanic Az�terican
S - AsianlPaci�c Arnericari . �
b - Hasidic Jew
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�'�'ART OF CO Yj�'R�[1CTION
(Date}
Project Name:
Project Location: �
Project Numher:
U.S. Departm�nt of Labar Wage I.�ecision:
This is to inform you that fhe !
(i�tame caf Company}
o� , � �
(Ac�dres�) (CitylTa�vn)
, , has ta ed �vork on the above refere�,ced pro,}ect covexed hy our
(State} (Zip} .
eon.tract wzth you, as of . � .'
(L�ate)
Respectfully yours,
(Name of Conzpany)
By
� {Si;nature)
(Title)
�
'.. .. �
f'(}NS RUC ION COMPLETE
Praj ect Name;
Praj ect Location:
' Project Number;
U.S. Department gf Lal�or Wage Decision:
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{•Name of Company}
By
(Signature}
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This is to inform you that the
�f
(Name of Company)
.,
�
{Address) (CitylTown}
, , has terminated work on the a�ove referenced project covered by our
(State) (Zip)
eontract with you, as of � •
(Date}
Respectfully yours,
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Affirmative Action Plan Under
Sectior� 3 of Tt�e
Hausing and Urban Deveioprrient A.ct of.1968
,
Revised 4/00
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Cify of Fart'FVarth
P art I:
Part ZI:
Paz� III:
Part IV:
Affirnlative Actiotl
' Table of Cantents
Purpose and Back�round inforrnation a e
1. Summary Expianation and Purpose .......................................................1
2. Geographical Applicability ....................................................................1
3. Applicability to Bttsinesses ....................................................................1
�. Applicability to Individuals .........................................................,.......,.2
Selection of Subcantractors and Vendars �
1. 1'rocec�nres .......................................................................................2
2, Sources #'o� Locating Sectian 3 Covered Busznesses .............................2
3. Reqtiired Contract Clauses .....................................................................3
Hiring Traine�s and Employees
1. Procedures ..,................ ........................ ............................................3
2. Goad Faifih Efforts .... ............................................................................4
Compliance and Consequences . �
1.. Monitorin� afReqttirernents......� ...........................................................4
2. Grievance Proced�res ............................................................................5
3. Sanctions ........................................................................................5
part V; Attachments � •
1. Target Areas of Fort Worth ...................................................................... A-1
2. Self-Cer�ificationForm.....�,...........� ...................:...:....................................B�l
3. Affirmativa Activn Pian for Utilizing Eligible Businesses .......................Gl
4. Statemen,t of Release ...........:................................................................. .. D�1
5. Preliminary Staternen.t Wark Farce Needs ................................................E�l
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City of Fort l�Varth
Fiscal Se�-vices Department
7nt�r�overnrnental AfFairs and Grants Mat�agem�nt Di�ision
AfFzmative Action Plan Under
Section. 3 of the
Houszn� and Urban Develaprrient Act of 1�65
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�ie�.Ti������`�Qs��D.�B�c����a� �� ,.�� :�:?r�ar�,� ��
�r:."��°u�.'�.;�:.`��C���:.'�:Y�:'a"�.-Z� =���� E. �3t.�:..1'�^� �:.:..s�y�Y,-;;�r�nv.'..�"�'d..`�.��'.L'+i.�..'�'�.:'�.r..3::•:.�:.i-���`�;
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1, Sttmm�ry E�lanation and Purpase:
Seciion 3 of the Housing ar�d Urban Developanent Act of ].968, as amended, ("S�ctian 3") '
is bind"rn� upon the City of Fo�t Warth, ("the City") and its Contractor in all projects using
Community Development Black Grant (CDBG) funds. .Any Contractor af CDBG funds, from
whatever source, is b�un� tay Section 3. �
The t�vo primary purposes vi Sectian 3 are {1) ta encourage the use �f small, local and
minority btiisinesses as suppliers of goods and services, and (2� to encourage the use af local,
mi�►arity and lotiver incame persons as trainees and employees. S�ction 3 requires that gaad £aith
ef�vrts be made to achieve these purposes. .�
This plan sets forth the pzocedures which wili be fallo�ved. by the Ciiy of Fart Worth's Fiscal
Services Departm�nt, Iniergovernmental Affairs an,d Grants Mana;ement Division ("IAGM") and all
iis CDBG Cantraetors to accomplish these purpases. Specific �re�ulatians governing Seetion 3 are
set atit in 24 GFR 135. '
2, CTeog.t�a}�h'tcal Ar�nlicabilitv:
For the Community Develapment Block Grant Program, 5ection 3 is applicable ta all
activities taking place witktin the cotparate limits of the City of Fort worth, Texas. Within this
"S�ction 3 eovered area", the IAGM Target areas are considered priority areas. The Target a�-eas
include �he followirn.g 1990 census tractslblac� graup numbars:
IOOi,O1/I, i401,01�3, �0{�1.01I4, lOD1.a116, 1001.02/A�, lOD1.0215, I001.0216,1002AI11,
IOD2.fl112, 1002.01/3, 1002,0119�, �402.02/1, 1002.02/Z, 1002.02/3, 1Q0?.421�,1Q02.02f5,
1.�03/1, 100312, 1003/3, 14031�, 1�Q31S, 1003/6, 1U04/1, 100412, �a0�13, 100414, 1004/5;�
100416, IQO5.011�, 1005,0112, 1005.0113, lOQ5.01/4, 14Q5.4�15, 1005.D1lb, 1�05.OZI1,
I0�5.42/2, 1045.0213, �005.0?!4, 1005.02f6, 1005.02.7, 100b.0�12, 100bA2/3, 1007/1,
Cjty of Z+'ort tiVortl�
• ��' _ t.S� Y-. , �. .+! . 'FR' �: �i.`� . ..H�,..,.�- �w -�,
i; rl v;x_J `�•
'_�;.,�F�':�;u�;�.l'AJtTu:iZt;;SEIi�CTIC�I�:4F�.�oritr�:�ctot�'s�� :�'�NDfl�S��:�;;.,��� �
� ��'x� .. 1 r� ., .:•J��••'.':'�� � .:s���'��":z,,�:a� � .:rV •3.�i;�.: :. .. � ..•'J`+y'�'r... ..s:. t' '� � � .. .:i� �d3ii«��
�. � .. � ..•w �
�'t•acee�ures
Affir-ntc�Ei�°e Acliofi
AjI contzactors �vi11 provide a corripleted copy of Attachnzent D, "Statement of Release",
priar to signin� any contract for a praject usin� CDBG nlonies, Each C4ntractor selected will b�
baLlnd by Section 3 reqttirements, including #l�e submission of a11 relevant documentation req�iired
by this plan. Contractors wil! be held responsihle for the Section 3 activities of their subcontractors.
When competitive bids are solicited, the contractar wi11 notify bidders o� Section 3
reqtiirements. Each eontractor tivill make a good faith effort to issue invitations to bid to Section 3
cavered businesses and to use local and minority media to ad�er�ise cor�tractual opportunities.
H&HS will review pro�aosed Contractnrs an�.d �endors tfl ascertain their eligibility to receive CDBG
fiinds, based an prior and future assured complianc� �vith Sectian 3.
Cantracts whicl� are typically let on a negotiated basis in non--Section 3 covered areas tivill be
let on a negatiated basis in �ection 3 cavered areas, if feasible. �
2. Sources far Locating Section 3 Covered Businesses:
The City operates the Minorityl W omen Business Ez�tarprise (Ml�rVBE} office to ass'tst in the
�ocatian and certiftcation o�Section 3 covered businesses and to infor�l such btisinesses aibiddin�
opportunities far City cant�acts. �
Lists of Section 3 coverefl businessas area also available fram the Fart Worth Regional HUD
Of�ce, the 5ma11$usiness Administratian and other sir�ilar a;encies. Any business wishing to
qualify as a Section 3 ca�+ered busin.�ss will be given the opportunity to �'ile a Self Certification forr�
(Attachme�t $) tivith the MIWBE offica and all CDBG contractors are encoura�ed to seek #he
assistance o� that o£�'ice, should any t�ueskion arise. ItLG�VI �vill notify the Mis�orityl "4�Tomen
Business Enterprise office of its pending contractual activities sQ that Seciion 3 covered businesses
may be natified. ,
3. }Zeauired Contract Ctaitises:
CFR 2� � 135.35
7n the e�ent a CD�G Cantractor wishes to subcantract any �ortian of a�roiect utiiizin�
CDBG man.ies; the �vritten nnor a�proval of IACM_must be obt�ined. Furtherm�re, the followin�
parag�aphs must be inclttded irt each subcontract:
��
-- A
I'
C�ty pf Fart �Vorrli
A,�'Jcrrrtative �Ictioj�
A. The �vark ta be perforn�ed undei• this Contract is suhject to tlle re�ttiirements af sectian
3 of the Housit�� and U��b�n Developine��t Act of 19G5, as �mei�ded I2 U.S.C. 1741u
(seckion 3). The pitrpose of section 3 is to enstu-e that employment and okF�er �conomic
opportunities generated by �iC7D assiskance or HUD-�ssisted projects caverad by section 3,
shall, to the greatest extent feasible, be directed to lot�v- and very low-incoine persoizs,
particularly persons tiuho are recipients of HUD assistance for housin�.
B. The parties of this Coi�tract agree to comply �vith HUD's regulations zn 2�k CFR part
135, which implement sectian 3. As evidenced by their exec�itior� of this contract, the
" parties ta this contract c�rti£y thai they are under na contracttial or other impedirnent that
tivo��id prevent them from cam�lying tivith the part 135 regulatiQns.
' C. The Contractax a�rees to send to each labar arganization or representativ� of �varkers
�vith which the contractor has a collectiv� bartlaining a�reement or other understandin$, if
any, a notice advising the labor organizatian or workers' represen.tative af the contractor's
� camm.itments under this sec�ion 3 cla�tse, and �vi11 post copies of the notice in conspicuotiis
� places at the work site where bath employees and applicants far trainin.g and employment .'
positions can see the notice. TY�e notiCe shall describe the section preference, shall set
�orth rniniixitilm nu�mber and job titles sub,ject to hire, a�vailability of appreniiceship and
trainin; posi�io�ns, the q�iali�cations far �ach; and the ankicipated date the �,vark sha1X �;
f
begin. ,
D. The contractor a;rees to inclttde tl�is Section 3 clause in every st�beontract s�ibject to
compliance �,vith regulations in 24 CFR part 135, and agrees to take �appropriare action, as
provided in an applicable proviskon o£the subcontract'ar in this section 3 clause, upon a
finding that the suhcontrackor is in violation of the regulations in 24 CFR p�,�t 135. The
contractor wilt not subcantract �vith any subcontraetox w�iere the coniractor has notice ar
knowledge that the sul�contractor has been faund in 'violation af the xe�ulations in 24 CFR
part ].35.
E, Th.e Contractor �vill �ertify that an� vacant ernployment positions, incl��ding the
training positions, t�at are flled (1} a�er the contract�c is selected btit before the contract
is execEtted, and {2) �vith gersons other than those to tivhom th� regulations of 24 CFR part
135 rec�uire ernployment oppartunities to be directed, tivere nat filied tt� circumvent the
contractor's abli,ations under 24 CFR part 135.
F. Noncompliance tivith I-�[.iD's regulatior�s in 24 CFR part 135 may result in sanctions,
termination of this contract far default, and deharment or s�ispension from fuhire HUD
assisted contracts.
G. ��ith respect ta �vork perfonned in cann�ction �vikh section 3 covered Tndian housin�
assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act (2�
U.S.G. �SQ�) �lso applies to th� �vork to be performed under this contract. Section 7{t�)
.__. A
City of �`ort iVorth
Affir•�litrtdve �ctio�l
r�quires that to �the greatest extent feasibie {I} preference and opportunities for traiiiing at�d
eiuployn�er�t shall be given to �ndi�ns, s�ld (i►) preferenc� in the a�vard of contracts and
st�bcontracts shall be given to Indian organizations and Indian-o�vned Ecanomic
Enterprises. Parties #o tt�is contract tt�at aze subject to the provzsions of section 3 and
section 7(b) a�ree to con.zply tvith section 3 to the maximtim e�;tent feasible, but not in
deragatian of campliance �vith section 7(b).
� �-Y -� -._-'" ---= •-.� tS�-'-/�- ,
�;��"�P�iR'��TI���� �.�.: ��RA�N�E 5'.��.N�!�EhZFL�O�EE�' F��
� s'4'�3�i� 'i:.�.'�..�:. � Nw ::`����"��`�'���:.'a�rr;,"'M:'.�h-. ���`s� .�'�:.�:;::' �:.'m-4.'-''�:.[i`�rr��•Y* n.• �i_
*+: �.r��-...�:: �,�
l, �'rocedtires:
A.11 cantractors wili provide a eompleted capy of A.ttachment E, "Preliminary Statement-
Worl� Force Needs", prior ta signing any contra�t for a project using CDBG mon.ies. The Confractar
- will specify ihe maximum n��mber of trainees which can reasanably be used on the CDBG project,
unless the accupational category is stibject ta a rativ set by th�.e Secretary ofLabor. This informafiion ,'
will be r�viewed by iAGM ta ascertain fihe curr�nt and projected use of 5ection 3 cavered
inc�ividuals. '
Should the Contractar wish io hire trainees for a CDBCx assisted pro,}ect, lower ir►come
individuals wi11 be used to th� grea�est extent feasible in the various training categaries. All vacant
trainee positions should be filled with Iower incom.e individuals, if at alI possible, Only af�er a good
faith ef�'nrt to place low�r income individuals in vacant trainee po�itions has been made �vill the
Contractor use non-Sectian 3 covered individuals as traineas. "�
Should the Cantractar need to hire already trained employees, similar pre£erence wi11 be
giv�n ta qualified lo�ver income individuals who apply for #hose posit�ans.
�or each occupational cate�ory in ivhick� vaeancies exist, the cantractor will set'a realistic
goal for #he n�imber o� Iower �ncQme individuals to be hired. The Contractor �vill make a good faith
effort to see that such goats are rnet. •
Ta the grea#est exte�t feasible, the C�ntractor �vill use lo�ver �ncome individuals as CDBG
project employees. (Arty Cantractor which fills vacant emplayment pasitions immediately prior to
starting a CDBG project will be required �o shaw that its actions tivere not an attempt to circumvent
Section 3 requzrements.}
When a lower income individt�al ap�lies, either on their o�vn initiative or on refenral from any
source, the Contractor will revie�v his,rher qtiaiifications and hire the individlia� i� his/her
qualificatic�ns are satisfactory and the Contractor has an o�ensng. If the Contractor does not �ave an
openin�, the individual �vill be listed for the first available a�ening. `
:
__ P
Ci�y of Fart �Yorth
Affrr•ncc�tive Actior�
If applicant qualifications are eqti�al, lo���er incot�ie persons tivi![ he given pteference �n hiring.
An excepti4n �vil! be tiiade whett a Sactian 3 cavered project must also meek tl�e xequirenients of
Exec�itive Ozder 112�6. Zn this ease, when c�ullifications are equa�, ��inority persons �vil! be given
first prefer�nce in hiring. The City �vil1 req�iire applicants claiming to be 1Qwer incoiue to state �heir
family income at the tin,�e af appiieatian.
2. Good Faith Efforts:
A Contractor may sho�v good faith e�'for�s to hire Ior�ver incon�e individuals by:
(1) canfirming r�vith the Department of Housing and Urban Development's �.tegional
Adminiskrator, Axea Office Director, or FHA �nsuring Of�'ice Director, the
geographical Seckion 3 cavered area for the Contractar's specific project; and
(2) usin� ]ocal media, project axea community organizations, local public and private
institutions, and/or si�ns placed at the proposed proj ect sit� to recniit lower income
� applicants for trainina and employment positians with th� projecfi.
A �. .,� �.r:�.,,. ; ,,._ , _ �,. ,�_� .._...�..�_-.. -�
�.,�.. �T'� s ��U:�'�. ' � �NSE UE�V'.C�ES_� '.�
� ��;�,,;�,��.g`,�;��'���x�.��P:�.,;;�;�.� �:��.:� � ����;:T�-�., _ :�_�: ,
r :. �% L i .. �. r3����.lC� � �'�. `r`� �'�1'r �:%.,@�
. �
1. Monitarir�g of Recrttirements:
IAGM �vill monitor the ef#'orts of its contractors to achieve the purpose af Section 3 in rivo
prima�ry �vays. First, the documentation required of C�BG Contraciors r�vill be examined to
`� d�termine if good faith efforts are being mada ta comply �viih�Section 3 requirements. �ny ab�ious
�- omissions or impraper actians ��ill be questioned and the manner in �vhich compliance can be
doctimented �vill be det�rmin�d by IAGM. Next, �AGM will conduct on site revietivs to assure that
any estimates or projected fi�uxes far training and employment�have been achieved to the best of the
Cv�tractor's ahiliiy. Tf a hxgh percentage Qf the employees of, and subcontractors �or, a program
, I • meet Section 3 standards, the good faith efforts of the Cantractor will be ass�tmed.
`� I�compliance problems are discovered ZAGIv� �vill encourage�the Contractor tq resoive them, If this
� informal persliasian should fail IAGM may ret�uest that sanctians (as specified below} be applied.
2, Grievance Procedures;
Any persoz� or business meetin� the def�nitianal standards of Section 3 may pers�nally, or by
representative, pursue the grievance procedures outlined here,
Snformal complaints should be directed ta IAGM for investigatian of its Cantractor's
campliance, nr to the Contractor for inveskigation of the subcontractor's compliance. IAGM
Contractors �vill noti�'y IAGM of all informal complaints they receive. If the con�plair�t is found
City of Fart ti�orth
Aff �•ntcative flctior:
valid, IAGiv.� tivill make �n ef�'ort t� secure �ection 3 compliance through conferences, persttasior�
andlot- mediation, A�writt�n notice specifyin� the e�act nakure af the non-coiiipiiance �vill be issued
to the non-complyir�g par�y. Tl�e notice tivill recommend specific action #o correct tk�e nan-
compl�ance and specify a time limit �or doing so. Cantinued non-compliance may result in ihe '
applicatian ofth� sanctians listed below,
Xf the complain.ant is not satis�ed with tl�e infozmal con�plaint procedt►re, ar its a�itcome, a
fonnal grievance may l�e �led.
The grievance should be in writin� and include: (1j tt�e name and address of the grievant; {2)
the natne and address af the gri�vant's business, if applicable; (2) the name and address af the Ci�y,
Contractar, or Subcontractar {hereafter called "respondent"); (�) a description of the acts or
omissions giving rise to the grievance; and {S) the corrective action sought.
Th� �rievance should be signed by ihe grievant and mailed ta Program Operations Division,
Department af Housing and Urban Develapmenk, Fort Worih Regianal Office, PO Box 2905, Fort
'4Vorth, Texas, 76113-2905; or Assistant Secrekary for Equal Opportunity, Department of Housing '�
and Urban Develogm�nt, %Vashington, DC 2�410, '
A grievance rriust be iiled no later than ninety {�0) days fro�xa the date of the action (or �
amissian) upan �vYuch it is based. The time for filing may be extended by the Secretary of Hotising ..'
and Urban Developm�nt, if gaod cause is shawn. . '
t7pan receipt of a grievance by the Secretary, a copy af it tivill be �urr�ished to the respondent.
The 5ecretary will canduct an investigaii�on and r�viil give writien�notiee to bath #he grievant and
respondent as ta the decisiQn reached. The grievance may be c�ismissed ar sanctions may be applied,
as appropriate.
3. Sanctions:
Failure or refusal to comply tivith ar girre satisfactory assurances o#' fukure campliance with
the requirernents of Section 3 shall be the proper basis for applying sanctions. ,Any ar all of the
fallotiving actions may be taken, as appropriat�; cancellatian, termination, or suspension in tivhole or
in part of fihe contract or agreement; detertninakian of ineligibiliiy ar debarnient from any iitirther
assistance ar contracks under this pro�ram unti! satis�actory assurance of fitture compliance has been
received; referral to the i7epartineni v�'3Listice �'or appropriate lega� praceedings.
�
City of Fnrt'Wortl�
Ajf rmc�tive Actiort
Minorityl Wom�n Bitsiness E�ferprise
It is tlze policy of the City of Fort Worth to iz�v�lve Minority! tiVomen Business Enterprises in all
phases of iks procurement practices and to provide them equal oppo�tuniEies to eompete for cantracts
for constn.lction, professional services, pttirchases of ec}uipment ana supplies, and pravision of otl�er
servxces reqLlired by the City,
The City operates the Minority/, Wamen Business Entetprise (MiWBE) of�ce to assist in the
location and certificatian of Section 3 cavered businesses. A list of 1VT/�4VBE businesses that ha�e
been certified by the City of Fort Worth tvill be provided to you upon zequest. �f you need to secure
services or s�tpplies, pleas� contact the City's M/WRE office: �
CITY OF FORT'4VORTH
1VIIWBE OFF�CE
�ODO T�]'ROCKMORTON
FORT WORTH, TX 7�XOz
(5�.� 871-6X44
, i,
.�
C:1A•!Y DOCUMEl�IT51PRE-0O3 i5'�RUCT[OV i'ACK5�1G 5ECT10N 3-AFFlP,h1ATlVE ACTION PLA�I.DOC
-- R
�
i
.i
i
Ci�y of Fori �Vorth
Aff r•luctfive firtiai
SECTX4N 3 ATTACHMENTS
Please Cam�lete and Return`Within Seven (7) Days
2195 -
i
C;1Mil DUC�l1YlEtiT51PRE-00�5TRUCTIOei PACIC�IIC SECTID�i 3-AFFif�►fATfVE ACT[Oi`� PLA�.flOC
. p
City of Fort i�Varth
ATTACHMENT D
Statemeut of Release
Affrr�rtative Actiair
�
� I tivill nat s��bcantract any �vork in connectian tivith this project unless X first rece�ve the p�.�r �vritten
approval 4f the F`isc�l Se�-vices Departrn�nt, Xntezgovernmental Affairs and Grants Mana�ement
Division of the City nf �art V�Tarth.
;�
rr
Busin,esslAgency Name;
i ype oi'Busin�ss/Organizatio�;
Address:
�C��)
Signature:
Tit1�:
<�
(Street)
(State)
D-1
(Zip)
�
� , .
"'-. p �
� ' ��=�� �� =� .: . -.- C:�NSY flOCUh3ENTSiP�-GOi`ISTRUCT[Oi�f PACKE"!1C SECT[ON 3-AFFIRhiAilV� ACTiQN PLA�[.DOC _.__ �
.. . , . . .. .
� � -• � . -- - � __. - . -
' t
�
�.
�
� Emp�oyment�Classification
�
CONSTRUCTX4N:
� Foremen.
Jonmev�nen _
Apnrentices.
�
L,.lhorers
- - - � ._ - _ . _ - � - - - -� - - � --" . — = AT`-� IM� -
I'I�]Cg..IIYJ�NAY�X S�'A'�'�1�N'�
�y��{ ���� NJ�E]DS Cq��actor's Name:
-Address:
Date:
POS;`TI�NS VACAN'I' POSTTIONS*�
� OCCUPIED PE�R�NT �TpRITY* �
M���Ty� TOTAL Minority
TOTAL . - B�a�k
_ 5p�nish-American
Male Female �ale Female Ma1e Female Male Fema e _ American Indian!
Alaskan Na�ive
' - AsianlPacific
Isl�nder
�*S1zo�'� Section 3 �aa�s
• for lower incame,
Totzl lines.
� GRANll TOTAL
r
S'UgMITTED BY
TITLE
. ti;►
C:���` ���UM�"ri'T'�\PR�-CONS'C[tUCi'lOt1 nACS:t='[�C SCCT�Oh1 3-AT�C'1RlviATNC ACTtOT4 P1.AN.D4 ~ * .
• r
� �
I�
1�
�TATEMENT OF PULICY �N
EQUAL EMF'Y,�YM�NT OP�OR.TUNITY
�t �vill be the policy o�'this firnn to nat discrirninate against any applieant fot enzployment, or any
employee, because �frace, creed, calor, age, sex, o:r natural arigin. This firm wiil insur� that this
palicy is cantinually enforced tivith regard ta employment, pramotion, ttpgradizi�, demation, transfer, .
recz�litix3.ent, and recniitment advertisiz��, lay off and ternninatian, compensatian, training, and ,
working cond'ations. We t�vill make it understood by a1I with t�vhom we d�a1, and in all our
employment oppoz-tunity annauncezzkents that the iaregoing is oiir policy. Ajl applicants and '
employeas will be judged salely on the �asis af iheir ski:l�, devotian loyalty, reliability and inte�ity, �.
� � � �� ���� . �� .
� ��..
Cornpany Name �
/%� ' • � ,
c r�
S ignature •
0
�. A
0
� �
�F�ECTxvE APR�L i. i99q
DEP�IP.TME� OF HOi,�STI3G AN,�7 URS}�I I]EVEi,OPbtEDIT COiVTRACT R�OCi7�gN1EATTS
Contractar agrees �o �omply 41'1CY1 the requirements o� khe Housi.ng and Urban
Development Act o� 1969, as ame.ndad, �nd 4,i�h the regul�tions pxamulgated
�hereunder. 5pecifically, Contrac�ar shall comply wi.th the iollo�va.ng Acts �nd
Orders and �heir �egulations:
1., EXECU'r1VE ORBER 112�46, EOU'AL QPPOR'�UNITY CLAUSE; SSC`CIdN 202
During thE p�r�ormance of this CantraG�, the Contractor agrees as fo1la��s:
a. The Conrrac�or wil.l no�. discri�ninate against any employ�e ax applicant fo�
employment because of race, coloz, raligion, se:t oz' na�ional origin. The
Contractor will take affirmarive action to ensuxe that ap�licants are
employed and that employees are �reatied duzing emp�oyment without regard
to theiz race� color, reli.gion� sex or n�tiana]. origin, Such �ction sha17.
�.nc7.ude, but zsot !�e Ximited to, the fallowzng: emgloyment; upgrading;
demativn or transfer; recruitment ar xecxuitimznt advertisa,ng; 3ayof€ or
termination; rates oi pay or other torms of compez�sati.on; and selection
far training, inaluding app�enriceshzp. The Contzac�or agrees to post in
conspicuous places, avai3.able to em�loyees and applicants ior employmen.�,
notices set��nq forth the prova.sions af this nandiscrimination clause.
b. 'The Contractor will, in all solici.tati.ons or advertisement� for employe�:s
:
placed by or on behalf of the ContraCtor, state tihat a3.�1 quala.fied
applicants t��il]. receive cc�nsideration for emplayment vrirhou� zegard to
� race, co1Qr, religion, sex ox nati,onal or�.gin. '
c. The Contrac�ar wi�l send �o each laksar u.nion-or�'xepresen�ative o� oroYkers,
with vrhich it has a cflllectXve bargaining a�reement or other contrac� or
unders�anding, a noti�ce advising the said labor union or workers'
xapresentatives of the Contractar's commi�men� under this secrion, and
sha11 past copies o� the notice in consp�cuous places avai�able ta
emp].oy�es and app],icants �or employrnenr . -
d, T�ie Con�racror wi11 camply with alk provisions of Executive Drder 11246 0�
September 24, 1965, and wkth the rules, regulatzons and re3.evant o�ders af
�he Secretary of i�abor. '
e. The Con�ractaz wi11 �urnish a11 infa�mati.an and repaxts required by
Execu�ive Qrder 112a6 nf September 2�, 1965, and by rules, regul.ativns and
orders o� �he S�cretary af Labor, or pursuant there�o, and will permit
access to its books, records and accounts by the Depazemen� af Hausing and
Urban Develc�pmenk {"the DeparEmenr�') and the Secratazy a� Labor �or
pu�poses af investi,gation to ascertain compl�.ance with such ru�es,
z'egula�ions and a�rders.
f. 2n the event o� �he Con�zactar�s noncompliance '�rith the ndndiscriminatio�
clause5 af this Cantzact or with any o� the said rltlt'5� regu],ati.ons or
orders, tihis Cantract may be canceled, �erminated or suspended in vr}�ole ar
in par�. and the Contzactoz may be declared ineligible �or fur�h�r
A -Y-
i�
I� gavernment contracts in �ccozdanee with procedures authorfzed i.n Executive
Q�der 1].246 of S�ptember 24, �965, or by ru1e, regulatiori or order of the
Se�retiary af Lal�ar, or as oth�rwise pravided by 7�.a4r.
g. The Cantrac�or wi].1 include rhe sentence immediately preceding Par�graph
� and �he provisians o� Paragraphs a�hrough g in every subcontract or
purchase ordar t�nless exernpted by rules, regulations or orders oi the
Secretary ot Labar i.ssued pursuane to Sectaon 2D4 0� Executive Order 11246
o� September 24, 1955, so thati such provisions a�ill be binding upon each
subcantractor or vendor. The Contractoz +�rill take such acti.o7 with
. respect to any subcontract or purchase arder as tha Degartment may di.rec�
as a means o� enforcing such pzovasions, zncluding sanctions for
noncomplian�e. Pzovxd�d, however, tlzat, in the event the Gontx�actor
becames involved in oz is threaten�d with litigation with a subcontractor
or vendor as a result of such direction by the Depaxtmant, the Coz�tractor
r�ay request �he United States ta enter into such iiti.gation tio protect the
interes� of tihe LTnited States.
h. '�he Contractar sha7.1 submit a certa.fica�ion and shall require each o� its
subcontractors �o submit a cezti£i.cati.on tha� a7.1 �aciliti.es provided for
employees�•of Contractior or any subcotttractar shali. be iu11y integrated,
anel Contractor shal]. not permit i.ts employees to periorm their services in
any lacatians under ��s control where segregated facili,ties are main-
�axned.
i. lhe Gon�rac�.or and each subcontractoz sha11 permi.0 aecess during normal �
�usinesa hnuzs �o i�s premises for th� purpose of conduct�,ng on-site
complia�ce re�iews and far i.nspecting and cot�yi.ng such baoks, xecords,
accaunts and other material as nay be perkinent to car�pliance with the
order and the xu1Es am.d xegulation� promul.gated pursu�nt thereto by the
city. �nfazmatian obtained in this manner .shal}, be u5ed only in
cannection ��ith the adma.nistration nf tihe drder�' the admi.nisrratio�, oi the
Civil Pi�hts Ac� df 196d (as amended) and in�zurthexa�ce of the purposes
flf the Order and the F.ct .
2 , ,�F'TRMATF'V�„R�'I'ZO�T ACTS
a. In per�ozmance of all contrac�.s, the Cantrac'�or will comply with the
Af�irmative Action Guidelines of E:cecu�.ive Qrder �1246 and the implement-
ing regulatioMs and dacuments thereo£.
b. In perf ornance of al]. contraces in �he amo�cnt af $10,000 or mores
Contrac�or will comply rrith Section 3 of the Housing and Urban Development
Act of 1968, as amendad, ].2 U.S.C. 1707.u, and the implementing regulations
and documents and shall have vn fi].e a written af£irmative acti.on policy,
which has the srated work �arce goals of 18.2� minority persons and 6.9�
Eemales, and tnus� �ol.law the hiring practices speca.fied in Svbsection C,
be�o.�. Additianally, Can�racto� agrees ro tha folln��ti.ng provisions:
(].) The ��rark to be per£ormed under th�s Cantract is e�n a pro�eGt
assisred under a program pra�riding direct �'ederal financial
assistance from the DeparGment of Housinq and Urban I]evelopmen� and
i.s �u.3�ject to CY!e requirements of Seckion 3 of the Housa.ng and iirban
Deveiopment Act of �968, as �mendad, 12 U.S.C. 174�u, Section 3
- F' .. '� r
�
requires Chat, to �he greatiest extent �easible, apportunx�ies iar
txaining and emp�oyment are�given �o lo���z incame residents of the
projec� area and eontractis for work in connectxan arith �he project
are awarded �o busirtess concezns 4rhich ara loeated in or a=.rned in
substanrial part by persans residi�g a.n tha area of the praject.
{Zj �'he p�rties to this Contract 4ri11 camply with rh� pro�lisi.ans of sakd
5ec�ion 3 and the regulations issued pur�uanC �herero by tihe
Secretzry o� Housing �nd Uxban Deve�opment set forth in 24 CFi2 1.35
and all applicab].e rules and orders of �he iae�artmen� issued
thereunder prior to the executi.on oi �his Con�rac�. Th� parCies ro
this cantracC cer�i£y and agxee that they are undsr no cantractual
ar other disab3.li,ty which would prevent them froc, complying wi,th
these requirements,
t3j The Contractor wi1.1 send �o each�labor or�anizatio7 or represenra-
tive of wo�kers with whi.ci► he has a collactive bargaining aqreement
or o�her �on�ract or�understanding, xf any, a not�ce advising the
said labor organi�.ation ar workexs E represerttiative of his commit-
ments under this�Section 3 clause and sha11. post capies of the �
no�ica in canspicuaus p3.aces avail.able to empl.oye�s and a.pplicants
for employment or trai.ning.
(9) �'he Conkractor wi].l S.nc3.ude tihis Sectivn 3 clause in every subcon-
tract for wark in connecti.an wi�h th� project Gnd wi3.1, ar the
direc�ian of the app7.icant for ox recipien�. ni Fedsra�, financ�al .�
' assisGance, take appropri.a�e actzan pursuant to th= subcontract updn '
a�indi.ng that th� subcontractor is xn viol�tiaa of regulatians
xssued Iay the Secretary af Hausing and Urban D��relopment as set�
f orth in 24 C�R 135. The Cantractor will no� subcontzact with any
subcon�ractor whexe it has it0�3.Ce ar knaw�.edg� that the 7�a�ter.has
been faund in vio�aGion of xegula�.ions u7der 2? C,� 135 and wil7. not
let any su3�contract unless the �ubcantractor has first providect it
�rith a praliminary statemsnt df ability tio camply wi.th the require-
mants of these regulations.
(5) Ccsmplaan�e wit,h the provi��ons of Sectian 3, tY:� regulat�ons se�
forth in 24 CFP. 135, and all applicable rules and orders oi the
Department issued ehereuri,dex prior to the exacution of tha ConCract
sha11 be a condition of the Federa7. financial assisrance pxovidad ta
the projec�, binding upon the agplicant or recipient for suen
assisrance, irs succes5ors and assigns. �F�i.lure to fulfill these
require�entis sha].1 subject the anplicant or recipient, �.ts co:�trac-
tozs and subcontractoxs, its successors and assagns, to �hose
sanctians sp�:�ified by the gran,�, loan agree:.��nt or contrack
through which F�deral assistance is pravided �-� ta such sanctions
as are specified by 2� CFR 135.
c. 2n per�o�rnance Qf all con�racts i,n �he amount of $50,004 or raore, and u�iheze
the Contractor emplays more than t��en�y-fiv� non�car.struction employ�es,
the Contractar musC promulgate a speci.fic af�irmatitie action plan, and
must take sPecific a�firmative ac�ion to ensur� equal employmen�
opportunities. Contractar eha11 im�lement af€irrna�i.ve ac�ion steps a4
least as extensive as the Ptill.o-;ring:
P
. ^�'
i
,
I_ (1) Ensure and maintain a working envi�ronment free of h�rassment,
i.ntzmidation and caercion at a�l sites and in a11 facili�ies �ti
which �he Cantractor�s emplayees are assi.gned to work. The
Contractar shall speci�icalZy ensur�: khat a1].�fozem�n, superinten-
dents �nd other on-si�e supervisory personnel, are aarare o£ and are
carrying our the Contz'actor's obligarians ko maintain such � warkin�
environment, �ri�h speci.ffc �ttention to minority anci �ema3.e
zndividuals arorking at such sik.es or in sueh facili�ies. The
Con�racCor, where possib].e, wi].3. assign tw� or moxe vroman �c� each
constructi.an project.
(2} Estab].ish and maintain a current list af minority and female
recrui.tment sources and provide wzitten natification to ma,nori�y and
��:male recruitment sources and ko community organizations when ehe
Contractor or its unions have emnloymant c�pp�ztuniti�s available,
and main.tain a record of the organi.zations� res�onsYs.
�3) t4ain�ain a current �ile of the namas, addressas and telephone
numbers af each minoriry and female off-stzeet applicant and.
mino�'ity or iema3.e re�erral from a unian, a recruitment source or
communi�y arganizati.dn and o� what action was �aken with respec� to
each such individu�l, if such indiva.dua]. was s�nt ta the union.
hixing ha11 far �eferral and was not rafexred back to �he Contractar .
by the union or, if referred, not employ�d_}�y the Cantraetor, this
shal7. be documented in the file with the reason thereiare, alang
wa.th whatiever additaonal actians rhe contrac�or ma;� have taken.
f
(�4) Provide immediate writken notification k.o the City 4rhen tihe union or
unions with which the Contractox' has a col.lec�ive bargaining
agzeemen�. have not referred �o �.he Contractor a mi�noxity per�on or
woman aent by the Cont�ac�ar, or wh�ri the.Contractor has other
in�orrnarion that the union refer�a3. ��'acess has impeded th,e
Contractor's eE�Qrts to mee� �.ts alaliga�ions. •
(5� Develop on-the-job txaining oppoz�.uniti.es andJor parti.ci�ate in
training pragrams �ar the azeas 41hich e:{press�.y incl.ude minori�i�s
and vtomen, inc�.uding upgrading prograsiis and a�orenticeships and
traznee programs relevant �.o �.he C�ntrac�or's emp�oyment needs,
especia7.Iy �hose programs ft�nded or approved by �.he Departmen� of
Labor. The Contractor shal].,pro�ride not9.ce o� tk-,ese progxams ta the
svurces comgiled undez subsecta.on �2} above.
�f) Di.ssemax�a�e �he Cont�actar� s�Eo po}.icy by providing nflLice of the
palicy to unions and traina.ng programs and requesting their
cooperatian i.n assis�i.ng the Contractar i,n meeting its EEO obliga--
tions; by including it in �ny policy �anual and colZective bargain-
�.ng agreement; by publs.cizi.ng it in the comaany news�aper �z annual
report; by s�ecifi.c re�%ew oi the po7.icy Vrith all man,agemen�
person�el and ari�h all minority and female employees at leas� once
� year; and by pasting the company EEO pol.icy on bulletin boards
accessible t� a11 employe�s aC. each Iacztian ��h�+-e constructa.o:s ti��ork
is performed. '
_ �, - � _
1-
_ (7) P.eview� a� least annually, the campany�s EEo po�ic�r and affirmative
action obligations under �hese specificationa with a11 employees
having any responsi}ail�ty for hiring, asszgnment, ].ay-of�, termina-
tion or other employment c1ec�.sian, including specific revi.ew of
these items wa.�h vn-sxt� su�ervisory personnel, such as supe�rznter�-
d�n�s and general foremen, priar to th� initiation o� cons�ruc�ian
work at any jola site. A wzi�ten zecord shall be mad� and maisttained
identi�ying �he name and place of these me�:tings, persans attendir.g,
subject mar�ex di.scussecl and disgosition o� tihe subject m�tter.
(8) Disseminate the Cantractor's EEo policy exrernai.].y by ancluding
highlights of it a.n any advertiising S.n the �e4rs meaia, speciEically
including minority and £amaZa news medfa, and pravidi.ng wri�ten
notificati.on to, and discussing tha Contractor's EEO policy with,
other con�raGrors and subcontractors utith wham the Contractor does
ar anticipates doing business. .
(9) Direc� its recruitment e�forts, both ora], and urritten, to minarity,
female and cammunity organizak.ions, to achools wzth minority and
female students, and to minora.ty and female �ecruitment and training
organazations serving rhe Cantractor's re�cruitmenr area and
employment needs. Not 7.ater than one monkh prio� to �he date for ,
the acceptance o� appli�ations far apprenticeship or o�her training �
by any recxtzitment source, the Contractor shal}. send written '
nati.fica�ian ta organizations such as �h� above, descri.bing the
openings, screening pzocEdures and tests to b�: us�d in the selection �
� process. �
i10) Encaurage present ►�inority and female emplayees tia �ecruit othe�
tninoritiy persons and Vromen and, where reasonable, provide a�ter-
sch.00l, summeac and vacation employr�tent to ninority and female
you�hs, bath on the site and in other area�o� �.he Contrac�or�s work
�orce, "
(1i} Validate a11 tests and other se].ec�ion xequzrements w'here there is
an abligativn tc, do sa under a1 CFR, Pax� 6D-3,
{12) Conduct, at least annuaJ.ly, an invenCory and evaJ.uatiarz of a11.
minori.ty and female personnel for promational opportunities ar�d
encourage rhesn employees to seek or to prepare for, tlzxaugh
appzopriate training, such oppor�uni�i.es.'
i3.3j En-sure that seniori�y practi,Ces, job classifi,cations, work assign-
' ments and other personnal pzactices do not h2.ve a di�criminatory
e�fect by continua3.]�y moni.tori.ng all personnel and employment-
, z�l�ted ac�ivkries �v ensure that the E�O palicy and the Contrac-
tor�s ablzgations under these specifications are being carri.ed aut.
(7,4) �nsure that a11 fac%1iti.es «nd cam�any �c�ivikies are non-segregated
� except as segara�e or single-user tailet and necessary changing
facilities sha].1 be provided to asstire pxivacy 2��kc4een �h� sexes.
� (3.5 } Document and maintain a recard of a11 sol.ieitata.ons for subcoss�rac�s
�rom minarity and female construerian contraetors and suppl�era,
R -5-
_ including circulation oE solicita�ions �a minority and iamale
contractoz associarions and other business associations.
(161 �anduct a xeview, a� least annually, o� �1� sugervisors' adherence
�a and performance under �he Contractor's EEO policy and affirma�iv�
action obligations.
d, T�e Contractor shall designate � respansible official �o nonitor a11
�mploymenC-related activities ta enaure tha� Che campany EE4 po�icy is
being carrxed out, to submit reports relating to the p�ovisions �ereo� as
may be required by the Ci�y and ta keep zecords a£ the sawe. Records for
each employee shall at least znclude: the employee's namn; addzess;
telephane number; canstrucrion trade; unian affilia�ion, if any; employee
identx�ication number where assigned; sockal security nur.�ber; race; sex;
status; dates of chamg�s in status; hours worked per vreek in the indicate�
trade; xate of pay; and locat�o�ns at cahich the work e�as performed.
P.ecords shall be maintained in an easily unders�andable and xetrievable
form; however, to the degree that e�zsting records satisfy this r�quire-
ment, Contractar shall not be required to mainGain sepaxate recards.
3. CdPEVPN� A.NTI-KICKBACK P�
In any con�rac� xnvolvxng ca�istruction or repaix', Con�zactor agrees tio cor�ply,
and shall require its subcontzactors.to comply, with tha provisions ni the
Cc�pelan3 "An�.i-ICickback Ac�" (18 iT.S.C. 674), as �upplem�nred in Department of
T�abar regulata.ans (29 C�'R Part 3). This �ct provid�s that each Contractar or �
subgxantee sh�l7. he prohibi.ked from inducing, by any neans, ar�y per�on e�ployed f
xn the construction, completion or repair o€ public work to gi,ve up �ny pa�G of
rhe compensatiian ta which he or she is otherwise en�itiled; anci, if found guilCy
o� doxng so, sha11 be fined nat mor�: than $5,000 or xmprisoned r.ot more �han five �
(5) years, or baCh. �
� . I�A�LTS-BACOrI P.C�. •
�n any contract fiar constructio:� in excess of $2,40fl: Contractor agrees to
comply, and sha11 require its subcontzactors �o corrtply, wi�.h the provisi.ons of
C.he DavXs-Bacon A�t (�4 U.S.G. 276a to a-7j. T�iis•Act xequires contractors �o
pay a�ages to l.aborers and mechanics at a rate not less than the mi.n�mum wages
speci�ied in a wage determinarion made by k.he Secretary of Labox and to pay wages
not less often th.an once a week. Specifically, Cont�acrar agrees to cvmply with
the �allowing i7epaxtmenC o� Labor regul.a�ions (29 CF'P. Part 5) :
a. h�inimum ti•(a�es
,Ail Iaborers and mechanics emp].oyed or working upon rhp site o� the work
periarmed pursuan� to khis contract 4ri1.}� be paid urzcondi.�ionally and na�
less of ten tttan once a ureek, and withaut subsequzn� deduction r�x zebate vn
any accaunt {except such payrr�J.1 deducr3ons as are permitted by regula-
tions issued by the Secretary af Labor und�r tha Copeland Fcti, the £ull
amoun� of vrages and bona�ide tringe banefirs �oz cash equiv�lents thereoi?
due at �he time af payment, computed at raties not less rhan those
contained in tihe wage determinatian of said Secretary o� I�aboz' {which i�s
att�.ched hereta and made a part hereof), regardless af any contr�ctival
�e].a�ianship which may he a13.eged to exis� bet4rzen �nE Contractor and such
� --s -
�
].aborers and nlechanics. Contx'ibutians made ox casts reasonably an�icipat-
ed for bonafide fringe henefits under 5eckion 1(b)(2j of the ti�vis-Bacon
F,ck on behali of labarers nr meahanics are consi,dered 4rages gaid to such
laborers or mechanics, subjecr �.o the provisions of Para�raph d oE �his
clause; a3.so, xegular contributlons made ar cc�sts i.ncurred ior �are tihan
a w�ek�y period under �1ans, funds or progra�► r�hich occur the partacular
ti��ekly pazi.oct, �re deemed ta be constructively made ar 'incuzred during
such ureekl.y period. Such laborers and mechanics sh�lJ. be paid the
appropriate v�age zate and fringe b�nefits on the arage determination for
the classifications�af work actually per�orm�d withput regard to ski7.1,
e,cc�pt as provided i.n the clause en�itled "Apprentices and 'Trainees."
I�aborers ar mechanics performi.ng work im m�re �han one classification may
be compensated at the z'a�e specified for each classification for the time
actua].1y arorked thexein; provided, that the employer�s payroll zecards
accurate,l.y set iorth the �ime sgent in each classification in vrhich work
is performecl. The wage d�terrninat�.on (including any additiana]. classifi.-
ca�ions and wage x'ates conformed under Paragraph b�of this c7.ause) and the
Davis-Bacon pos�er shall be posted at all times by the Contractor and i.ts
sula�ontiractors at the site of the work in a prominen� and accessible place
wneze they can �asi].y be seen by the wrorkers .
b. Em�layment of Laborers or hlechanics nat listed in �faresaid Fiage
Determa.nation Decision ,
(3.) The City shall require �.ha� any class oi laborers or mechanics which
is no� listed in. the wage determina�.i.on anci which zs to b� employed
under this Con�ract sha�� be cl.assi�i.ed in confoz-rnance taith th� wage ��
determination. 'ihe City sha].1 appraJe an additionaZ classification
and wage rate and fringe bene�its therefore on].y when the fo].lofding
crite�'ia have been met :
(a) The work ta be performed by the'c��assification reque�ted i.s
not per�ormad by a classification in the wage determinatiQn,
(b) The classiEzcation is utalized ir� the area bf the constxuction
industry; and ,
{c} 'The proposed wage xate, including any bonafide fringe bene-
fz�.s, bears a reasonable relationshi,n to tha r�rage zates
c4ntained in tihe �rage determina�a.an.
(2} If the Cont�actar and �he laborers and mechani.cs �o L� emplayed in
�h� cl�ssification or �.heir representatives and �.he Ci�.y agree on
the classi.ficati.an and wage ra�e, including the amount designated
�ar frix�ge benefits, where appropriate, a repo.r� of�the actian taken
shal]. be sent t�y the Ca.ty ta the Admini.stra�o� of the 4�age and Hou�'
Division, �mploymant 5tan,dazds Adrninistration, Uni.ted States
bepar�ment of Labor. ihe Aciminis�ra�oz, or ar� �utihorized represen-
ta�ive, wil]. apprave, modiEy or disapprvve every additi.anal
c].assificatiion action wkthi.n 30 days or receipt �nd so advise t�he
Ci.ty or �rill noti�y the City witha.n �he 30-da�r p�riad that �ddirion-
a1 time is necessary. �
.p _^�..
t3j iri tha event the Conrractor, khe laborers or mechanics to be
employed �n the'classzfication, and the City do not agree on Che
prapvsed class�fication and wag� rate, including rhe amaunk
dasignated for fringe be�efxrs, where appropriate, the City shall
refer the questions� including the rev�ews of a11 interesred parties
and the recommenda�ions of the City, to the �dministratar for
derermination. The AdminiSCrator o£ the Wag� and Naur Divisxons, oz
an auGhvrized repr�sentat�ve, wi11 issue a detezminatian tirithin 30
flays af receipr and will so adv�ae the C�ty or will notx€y the City
within the 30-day period that additional time is neeessary.
' (4} The wage rat�s determined puzsuan� �o the above provisions shall b�
� paid tio a11 workers per�orming vrork in the classification under this
Contxack fram the firs� day on whiah work is periarmed in �he
i I classification.
c. Fxxn�e Benet�ts Not Exprassed as Hourly S•7age Rates
�� Whenever the minimum wage rate prescxibed zn rhis Con�ract �or a class a�
la�orers or mechanics includes a fringe h�nefit which k5 not expressed as
+ an hourly rata, the Contractox sha11 either pay the benefit as state� in
Ithe Vrag� determination or shaZl pay ei�her bonafide £zinge bene£its or an
� hourly cash e�uivalent thereo�.
{� d. An�icipa�ed Costa of Fringe Henefi�s r
I , �£ the Contzactor does �nt make payments to a truste� or tih�rd per5o�,, he
! may consider as part oi tihe 41ages o� ar� laborer or mechanic the a�oun� af
I�! any costs r�asonably anticipated �n pr�viding frin�e �enefiCs under a plan
or program vf a typa expressly lis�ed in the wage determinatinn decision
� of �he SeereGary of Latsor which i.s a par� o� tihi.s Conrract� provided,
� I� hQwever, the 5ecretary of Labor t�as found, upan,the wrktten r�quest of the
Contractor, that the applicaile standards o� the Davis-Bacon Act have l�een
{ met. '�he 5ecrerary of Labar may requixe the Contzactar tia s�t aside in a
� j separare account assets ior the mce�ing o� obligations under tihe plan or
�� program. A copy o� any �indings made by th�: 5ecretary af Labor 4rith
! respect �o £ringe benefi�s being provided by the Conrractor must be �
I submz�.ted to the City with. the first payroll filed by the Con�ractor
i subsequent to recexpt of the findings.
e. Underpayments o� i�lage5 or Sa}.aries
The City shall, upon i�.s osrm ac�ian oz upan 4rri�ten request af an
au�.harized representative of th.e Department of Labor, wikhhald or cause �v
be 4f],�t1YlE�Ci f�Dcri the Contractor under this Conrract or any other fedexa�
cantract writh the �ar�e pxime Contrack�or, ar: any other fedara].ly-assisted
contracG subje�t to Davis-Bacon pxevai7.ing wage requiz'ements �thich i.s held
by the same prime Con�ractor, sa much of the accrued pafinents or advaz�ces
as may be consi.dered necessary to pay aaborers and mechanics, including
appzentices, t�ainees and helpers e�ployed by �he Contractor or any
subcontractor, the �u11 amvunt o£ wages required by this Contract, In the
event of Contrac�.or's failure to pzaperly pay any laborer or raechanic;
zncluding atty apprentice, �rainea ar helper emp].oyed or �rorkfng on'the
site of the ��rork, Che GiCy may, a��er wri.tten riatice fia the pYim�
A ��
{ii) �hat each kaborer or mechanic �mployed on rhis Contzacti
during the payroll period has been paid the ful� weekly
wages earned, without zebate, exther directly or
indirecCly, and thaC no deductions have bpen made either
dixec�ly or indirec�ly fram the full wages e�rne�, other
than permissibl� deducrions.
(i'ii) That each labarer or mechanic has been gaid nor less
than th� applicable a�ase rates and fringe benefits ar
cash equiva].ent for the classi�icati.nn of s•�or�; pex-
formed� as specifi.ed xr� the appliCabl.e wage dekermi.na-
tion incarparated into this Contract.
(c) The falsificati.on oE any o� the above certifications tr►ay
subject tha Contrackor oz subcontrac�or tio civil. nr crimi.nal
� prosecution under Sec. 7.001 oi Titile XVII� and Sec. 231 of
Title XXXI of the Uni�ed States Code. �
(3) �'he Contractor or sukscontractor shall make the zecords required
under Paragraph (1) �f this �ecti.on available for inspecti.on,
copying, ar transcrip�ion hy the Ciky ax the Degartment of Labor.or
their authorized repzesentatives.. ThW Contractor and subcontractars
sha�l permXt such �epresenta�ivas ta intervi.ew enployees during
working hours on the job. �� the Cantrackor or subcontracta�' �ails
to submit the requi.red z�ecords ar to ma]te them available, the City
may, a�ter writren noLi.ce to the Contractor, ta;�;e au�h action as may
be necessary ta cause the suspension r�i any further payment, advanGe '
or guarantee of funds. �'uX�hermore, fail,ure to sub�i,� the required
�ecards upan reques� or �.o mak� such recards available may be
' graunds �or de}�arment action pursuant to 29 CFP. 5.I2, �
�. Emplo}rment of Appren�.ice� and Trainees •.
(1) �,norentices will he p�rmitted to warY. at less than the predetermined
rate tor the work they perform�d when they are e�ployed pursuant to
and indzvidually regis�ered in a bona�i,de apprenticeship pragram
regi.stered r�i�h the U.S. geparkment �a� Labar, Empla�rsent and
Training Adminis�ration, Hureau o� Anprenticeship �nd Trai.ning, ar
with a srate apprenticeship agency recognz�ed by the bureau, oz if
a person is employed in his dr her first 9� d�ys o� prabationary
employrnenk as an aQprentice in such an apprenriceshi.p program, who
is nor individual7.y registe�:ed in rh� program, but wh,o has been
certified by khe aureau of Apprenti.ceship and Training or a State
Apprenticeship Agency ta be eli�ible for �zobatio:�ary employment as
an appren,rice. The a7.lo�aable ra�io of apprentices to journeymen vn
the jnb site �n any czaft•classx£ication shzll not be greaGer than
�he ratio pe�mit�ed �o tihe Contxacto� as to tre en�ire woxk fo�rce
under the zegistered program. Any em��.oyee ].is�.ed on a payroll at
an apprenti.ceship Urage rate, i�rho is not regi,stered or atherwise
employed as s�ated above sha7.1 kae paid not less than the appiicable
4rage ratie on the 4rage dztermination for the clzssifi,cation o� �rork
ac�.ually perfarmed. In addi�ion, any apprentice pprforming work on
�he �ob sxee in excess of the ratio p�zmitted unde�,the registered
pxoc�ram shall be paid xia� less than the applicanle wage rate on rha
�, -10-
�
4rage determination �or the work actually perfozmed, Lvhere a
- Contrackor is per�orming construc�ion on a project in a locality
otizer than that in which its program is registered, the r�tias ana
�rage rates (expressed in percenrag�s of the journe�man's hourly
i•aCe) sgecified in th� Contractor's Qr subcontractor's zegistexed
proqram sha�l be o�s�rved. �very �ppre��ice must bp paid ak no Iess
than the xate speci�ied in �he reg'istQred pragram for �he �ppren-
tice's �eveX of progress, expressed as a percentag� of �he jaurney-
man hourly rate specified in rhe applicable w�ge determinakion.
Apprent�ces shal� be �aid fringe ben�fitis in accordance 4rith the
provisions o� the apprenriceship program. �f tihe apprenticeship
, program �oes not speci£y fringe benefits, apprent�ces must be paid
�he full amount of fringe benefits listed on the wage determination
for the ap��icable classificarion. Tf the Adminis�ratar of the V�age
�nd Houz Dzv�sion determines that a different practice prevails for
� the applicable apprentice c�assification, fringes shall be paid in
accordance with �hat determinatian. In the even� the Bureau of
Apprenticeship and Training, or a stiate angrenticeship agency
recognized by �he Bureau, withdraws approval of an appzenticeship
programr tihe Contractor will no longer be permitted to u�ilize
apprentxces aE less tihan the applicable predetermined rat� for the
work p�zformed until an accepkahle program is �pproved.
(2) Trainee.s. Except as provided in 29 CFR 5.�6, trainees will not be
permitted to �rozk a� less �han the predete�mined rate for the aroxk
performed unless they are employed pursuant tio and individually ,f
registezed in a program alhich has received prior approval, evidenced �
by forma� cer�ification, by the U.S. nepar�ment o� Labar, Employn�nt
and Txain�ng Ad�xnistra�ion. �he ratxo of trainees to journeym�n on
the ja3a site sha1.1 x►at ba greater �han perma.tited undar �he plan �
approved by 'the Employment and Training Administratian. �very
trainea must be p�i�d at not ].ess tihan. tih� rate speci.�ied kn t�he
apgroved progza�i �or the trainee's 1.eve1 of progress, expressed as
a percen�age of the journeyman hourly ra�e sppcified in �he
applicable wage determinatian. �rainees shall be paid fri.nge
k�enefits i.n accordance with the provisions of tihe trainee program.
'If the �zainee program does nat menk.ion fri.nge beneiits, trainees
shall. be paid the fu�l arnount of fringe benefits listed on the wage
detex�ninatian unless �he adminis�rator of�rhe Ffaae and Hour Division
de�.ermines tihat �here is an appzentzeeship p�ogram associated with
the cozresgonding journeyman wa�e rate an the �•raon determ9.nation
which provides for l.ess than full fxinge benefits for anprentices.
Any employee listed on the payroll at a�train�e rate who is noC
ze�is�erec� and participating in a training plan apprnved by the
Emplayment and Training Aaminis�ration sha11 b� paid not less than
the applxcable tirage zate on �he wage determination for �.he c7.assifi-
cation of work actually p�rfarmed. Tn addi�ion, any trainee
performing ��rork an tihe job sz�e in excess of the x-atio perma.�ted
under the regi.stered program sha11 be paid no� ].ess than the
applicable wage rate vn the 4rage determination o�, the r�rork actually
gerfarmed. In khe even� the �mplo•�nent and Training Admin3.stration
arithdraws approval of a�raining grogram, the. Contractor rri7.� no �
longer be permaitted to utilize trai.�ees at less than the applicable
� -11-
w
predetermined zatie for work perfozmed unti� an accegtahle program is
approved.
(3) Eaual Emolovmenr Onoortunitv, The utilizakzan of apprentices,
trainees and journeyman under this part shall be in conformity with
�he equal emplayment opportunity requiremen�s of �x.pcutxve Order
112�5, �s amended, and 29 CFR Park 30.
h. PosCing Wage DetezminaEion Decisians and Autharized i�lage Deductions
The applicable wage poster of the Secre�ary of Labor, Unit�d S�ates
Department af Labor, and khe app�icable wage determinatio:, decisions of
said secretary of �a�or t�vith respec� ta tihe various classifications of
laborars and mechan�cs employed and �o be employed upan rhe wark cavered
by this Cantract, and a sCatemenC ehawing a17. deductians, if any, to be
made from'wa�es actually eax-ned by persons sa employed or to be emplflyed
in such c�assa.fica�ions, in aecordance wi.th the pro�isions af this
Contractr shall be posted a� appropriate cons�icuous points at the site of
work.
i. C].aims and bisputes Pertaining to Wage P.ates
Claims and d%sputes perta�ning �o wage rates az �o the classi.fication af •
laboxers and mechanics emplayed upon the wozk couered'by this Contract
sha7.1 be promptJ.y repoxted by the Cantractaz in writing to tihe Ci�y fox
referral by the latker thx'ough the 5ecre�ary of Housing and Urban �
D�velopment ta the Secretazy of Labor, t7nited States D�partm�nt of I,abar, � r'
v�hose decision sha11. be fi.na� with respect tlnereto. `
5. CdNTRACT WORK HO[]RS A?�iCl SAF�TY STAN37�_P,bS P_CT
Contractar wi11 cvmply with all provisions af �he Contr,ac� idork �ours and 5afetiy
Standards Act (40 U.S.C. 327�332), as supplemented by Aepartm�nt of �,abor
P,egulatzon5 (29 CFR, Part 5}. Specifically, Contraaror wi.11 comply wath the
followzng standards: �
a. overtime Compensation
rio contr�ctor oz subconrractor contractir�g £or any part o� the Contract
work rrhich may require or involve the emp7.oyment o� �.aborers ar r�echanics,
inc�.uding 4ratchmen and guards, shall require or permzt any such �aboz'er or
mechanic in any wor}.week in which i�e or she is 'emp?oyed on such work ta
work in excess of 46 hours a.n such workweek, unless 4uch labozer or
mechanic recei.ves compensation at a rate no�. l.ess than o*�e ana one-ha1.�
times his or her basic rate of pay for a11 hours ��:orked in excess of 4C►
houzs in such wor]cweek.
b, Viola�.ion: T,iabi.li�.y for Unpai.d �rlages: L3.quidated Damag�s
Tn tihe event of any vialation af the cl.ause se� for�h in Paraaraph a of
thi.s secti,on, the Contrac�ar and any subcantractor respo�sible thereiore
shal� be la.able to any ��fected emplo}ree tor h�.s or hex' ua�aid t•rages. In '
addi�ian, such Cantizactor and subcon�ractor shal], be 3.iable �o the United
States �or liquidared dar�ages. Such liqui.dated damages shall h� computed
p -�2-
with xeapect to each individual laborer or mechanic xn the sum ot $�0 for
each calendax day on which such employee was required oz perni�ted to work
in e�cess o� the standard �rorkweek of �o hours wxkhau� paym�nt a� the
over�ime wages required by the clause set farth i.n Paragraph a of thi5
section.
c. V•�ithhalcling for Ungafd ti�Tage� anr3 Lxquidated l]amages
The Ci.ty sha11., upon its 041� �c.tion or upan ti•:ritten request of an
authorized representarive o£ tihe Aepartment of �,abor, wi.thhold or cause ro
be 4rithheld £ram any monies payable on accaunt ot rrork performed �ay the
Contractox or sut�can�ractor under any con�ract or any other Federal
contract <<ri�h the same Contractar, or any athez Federa].l.y-assisted
contract subject to the Contract Wark Haurs and Safety 5tandards Act,
which is held by k�he same prime Contractor, such sums as may administra-
tively be determined to be necessary to satisty anv liabiliti.es of such
Contractoz or subcontract�r for unoaid wages and liquidated damag�s as
provided in Paragraph b o� tihis section.
d. subcnnCracts
The Contractar sha11 insert in all subcontracts the cl.auses set farCh in .
Paragraphs a, b, and c a� this Section and also a clause requiring the •
subcontractors to inc3.ude �hese clauses � iz� any lower tier subcc,ntracts
a�hich �hey may enter into, together with a clause requiring k.h�.s insertion
i,n any further subcontracts that may in turn be made. The prine �
Contractor shall• be responsi.ble �or compliance by any su�cantractor or
lower tie� subcantrac�or wi,th the provisions se� �ax'�h in this section. '
� . c�sLD �:+�.�aR Ac�
Contractar wa.11 comp�.y with tihe Chi1d F,abor provis'ions of the �`air Labor
S�andards Act, 29 U.S.C. 212-319 and that Act's implementing regu3,ations, found
at 29 CFR 570. This Act�prohihits the paid or unpaid empinyment of individua3.s
under the age o� 1.8 y�ars an any cons�ruc�ian pro�ect.
7. �iI�C6E,LA�TEOIJS pRQViSI�NS
a. Complaints, Proceedings, or 'r`estimony by Empl.oyees
Ato laborer or mechanic to whom the wage, salary,' or other labax standards
pzovisions of this Contzac� are ap�licable sha11 be dischcrged or in any
other manner di.scrimin.ated agai.nsr �by t�e Contractar or any subco:�tractor
because such emp7.oye� has iiled any complaint or zx��tz�.uCed or causefl �.o
be insti.tured any proceeding or has �es�.ified or i.s about to testi.£y i�rs
any procesd.ing under or reiating to the l.abar s�,andards ��rplicab].e under
�his Contract Y.o his emplayer.
b. Questi.ons Cancerning Certain Fed�ral Stiatutes anc3 Regu7.ations
A1�. questions arising under tha.s Con�ract which �elate to �.he applicakion
or interpretata,on of (a} the aforesaid Fnti-Kickhack Act, (n) the Contract �
Work Hours and Safetiy Standards �ct, (c) the aforesaid Davis-Bacon F.ct,
(d) �he regulation5 issued by the Secretary o� Labor, �Tnited S�.atEs
„ -I3- .
�apartment of Labor, puzsuanr to s�id Acts, or (e) �he ��bor srandards
proaisions of any othez pertinent Federal sta�ue, shall be referied,
through the City and the Secrerar� of Housing and Urban Deva�apment, to
the Sec�erary of L�bor, United 5tates DepazCment ot �a�or, for said
Secre�ary's ap�rapriate zuling or intezgretatxan which shall be au�horita-
tivs �nd may be relied upon for the puzposes o� this Contract.
c. Provzsions ko be Inc�uded in Subcontracts
The Contractor or subcontiractor shall insezt in any Subcdntrac� the abav�-
speci�i,ed Cl.auses enti.t},ed "3 . COPELA�FD ANTI- IC _nCK AC'£,'� ��4 , AAVIS"
BACON ACT, r' "5. CObITP,ACT' WORK HOiFFiS �ND SAfiETY STP.Dt1`}?�F?I]S F.CT, �' ��6. C. HILt]
LABOP. ACT, ""7. riISCELLANEdiTS PROVISrOi�iS" and such other c�auses as khe
City may iay appropriate instructinns require, and a�so a clause requi.ring
the subcontractors ta include tihese clauses an any lower �ier subcon-
trac�s. �he prime Contractor shall be respansi�le tor compliance by any
subcon�ractnr or lower ti.er subcontrac�or with all the cantract clauses
cited above.
d. Breach o� �'oregains Fedexal LaY�or Standards Provisians
Tn additiion to rhe causes tar terminatzon of this Contract, as herein .
elsewhere ser �orth, rhe Czty reserves the rignt tn terminate this •
.Contract i.� the Contzac�or or any subcantractor whose subcontzact covers
any o� the urozk cavered by this Contract sha�l br�ach any of the ioregoing
Federal. Labor Standa�ds grovis�.ans. A breach of these Federa]. Labar ,
' standards pxavi.sions my a3so be grounds far debarment, as prouided by the ,`�
applicab3e regulatians issued by the Secretary of I,abar, United States
Depa�;tment of Labor.
�. Emp].oyment PracCices
�; The Contractor shall (1.), to the greatest extenk practicable, �o1�Q*r�
hiring and empl.oymen� pracrices for wark on tihe project vr'hich will provide
new job apporkunities for the unenployad and underem�7.o�ed, and (2) insert
�� or cau5e to be inserted this pro;risian in each construction subcontract.
f. Contrac�.'�exmination; Debarment
A b�each of any of �he Acts or regulativns specified in Paragraph c,
above, may be grounds far terminaLion of �hi,s Contracr and for debarn�nt
as a Conrractor and a sr�bcontracror, as provided in 29 CFR 5.12,
g. Di.sputies Concerning Labor Standards
Disputes arising out of the Labor 5tand�rds p_avisions of �his Contract
shal� not be subject to the Generax i�ispures Clause o� �his Cvn�ract.
Such disputes shall� be resolved i.n accordance witih the procedures of the
A�par�menr of Lak�or set forth in 29 CFR, Farrs 5, 6 ar.d 7. Aisputes,
wi�hin �he meaning of this Clause, include dispures 3�etwe�n the Contractor
or any of iCs subcontxacCors; and the City, the 13.S. Degaztment of Labo�,
their employees or reprasentatives. `
h. C�rti�icatioh of Eligi.bili.ty
p
-7�4-
i
(1) By entering into tY►is Gontract, the Conkractoz cer�ifies tha�.
neit3ter it nor any person or fi.rm wha has an interest in Che
Con�ractar's firm is a person or firm ineligible ta be awarded
government contracts by virtue af Sections 3(a) o� th� A�vis-Bacon
Ac� oz 29 CFR 5.12 (aj (3.) .
(2) �Jo part of thS.s ContraaG shal7. be subcontzacted �a any peraon or
�irm �.neligikaJ.e for awa�d af a gavernment eontirac� by virtue of �.he
above-mentiio�ed sections.
B, CLEAN ATF2 AA1D FTATER A_CT
a. Conkr�ctor sha].7. compl.y s,ri�h a1.1 requirements af Section 11� of the C�ean
Air Ac�, as a�encled {�2 U. S. C. 1857, et seq. ). and 5ection 3D8 of the
Fede�al Wa�er Pallution Contro3. Acti (33 U.S.C. 125]., et s�a.) xelating to
xnspecti.on, monitoring, entry, reports ancl information, as a�ell as okher
requi.rements sPeci�ied in Section 114 and Section 308 of the Air Act and
th� P�a�er Act! respectively, and al]. regukations and guid�lines issued
thereunder be£ore khe award of this Can�ract.
b. No pnrtion af the work required by thi,s Con�ract will be performed in a
faezlity �.].sted on the EPA List o� vio].ating Faci.J.i�fes oa ti-:e date w�ien
this Cantract c�ras av3arded unless and untii,,th� �PA eliminates khe name o�
such tacility oz facila.ties �rom such lis�ing.
c. eontractor sha11 us� zts l�ast efforts to camnly with clean air standards `�
and c�ean waker standards at all �aciiitiies in which t?ne Contracr is being �
��rf ort;ted .
d. Con�.�act�or sha].I insert �he substance of the provisions of this c].ause into
any nan-exempt subcantract, including �his Paragraph.
9. LEAn 8.���'D PAIDiT HAZARD
Tn all conGracts for construction or rehabilitarion of resid�ntial structures,
the Contractor and all. subcon�rac�.ors shall comply wiCh the L�ad-Based pain�
�egulatzons foun8 in 24 CFR 35 and shall �omgl.y wi�h the proviszons for the
eliminat�an of lead-based paiz�t hazarda undar 5ub-Part B thereof.
10. �?ESP�NSIBILTTY OF C�NTRAC'i'OR P.EGA.�t17IN� P.EPOP,TS
Contractor �rill cosnply krith the requirements of the' City �f Fort W�orrh' s Fiscal
Departmen�, �ntergovernmental. Af€airs a.nd Grants blanagem�nt regarding khe
Gompil.a.n,g and zeporting o� s�aristicaJ. infozmation requi,red by tre Fedsral
regulations outlined above. Specifically+ Contractor agrees to submi.t al�.
cnmpleted reports according to�ths instructions and requirenentis of the Fort
S�iorth Fiscal Services Departmen�./rn�erqovernmental. A�fairs and Grants i�lanagement,
and Con�ractoz understiands the failure to da so may be cause fo*� termi.nation af
thi.s cantra�t. ' .
�
-15-
xz. c�•. T 7 ATTON�1'� a.ct�r��ar�orr���r�r
I certify th�� I have read and understand the i.n�ormat�on regarding my
r�bligatiorts as a Contractor on a�roject funded by tkte Unik,ed States Department
of Hausing at�d Urban Developmen�, which %s contained i�n �.he preceding Contract
provisions. I understat►d that, should z have any questions regardi.n� my
o3�ligatio115 r x wi3.1 as soan as possib�.e contact the Fpr� Worth �'iscal Sezua.ces
De�ax'tment/Tn�ergovernmenral AfEairs az�d Grants t�lanagemen� staff inembez atho a,s
assi.gned �o monitoz th3.� Contraet.
�7r�� C��%i�h 2�L �/��'I��L�//7�� ��'1G� e
�
Contracto � �
By: _
�it1e �Y'��r' C�'�����
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Ci\31'! C04'l1N',:i:3\PR£-COfISTRL'CYIOH p?,CKST\8 EY�LVCIV^s OhDSR 117���{^+',�._
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i
iT.S. D�PARTh1ENT OF HOVSIi�FG ADip URBAN I7EVELO�i�sENT
CERTTFICATIO�I OF BIaDER REGAI2AING
EQUAL EMPLOYMENT OPPORTUNITSC
Ir1S'Z'P.l3CTf ONS
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This ce�tificati.on is required puxsuant to Exeeuti.ve Orfler �124b (30 CFR 123i9-
25}. The implementing rules and xe�uiations pxovide tha� any bidd�r or
prospec�ive contractor, ar any of theiz pro�,ased subcontractars, sha�.l srate as
an knitial par� o� the bS.d or negotiations of the Contrack wherher khey have
parti.cipa�ed in any previous can�ract az subcontract subjecr to the �qual
opportuni.ty C3.au�e; and, i€ so, whether they have fi7.ed all cdmpliance xeports
due undex applicable instructions.
irihere the certifiCation indzcates that the bidder has not fil.ed a compliance
xeport due und�r app].icabl� i.nstructions, such bidder shall be required ro su�mit
a compliance report within seven calendar days after bid opening. No conCrack
shall be awarded unl�ss such report is submi�ted.
CERT�F'�CATIOi�i aX BIDDER
�idder's �Tame: �7r�U Lge!'IL�6' � G C�i'ILd �G��/ � , _� � �
Addres s and 2 ip Code : �Q `'�"'x l`� "' �'/ /
�o�-� C�Jo��h. '�"� 76���
1
Biddar has pa�ticipa�ed in a previous con�ract or suhcon�ract subj�ct �o
the �c�ual ppporrunity Clause.
Yes �No ❑(If ans�re� is yes, identi.fy th� nost recent contract.)
��f` �j�?��^ ?.�L�� / • . .
.Compl.iance re�aorts were requa.red to be filed .in connecrion with such
eontrac� or subcon�ract, � '
Yes �1- �io ❑
Bidder has filed aJ.J. cor�pliance reports due urider applicable instructa.ans,
including SF-�.00.
Yes �LNo L7
If ans�aer to i.kem 3 is ��rro, "�leas� explain in 'derail on reverse side af
this cer�ification.
2.
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� 3.
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Certificarion - The in�ormation above is t�ue and camplete to the best o� my
know��dge and belief.
Name and Til�le af Signez (Please TypE1
��r.c� ,p=�.c�-, �i^�'�iC�eh� ' a/12�� �-
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Signa�ure
0
C,\?I'! CCCL,i�:i:5\P8"s-C4:1ST7UCTl9!I PaC1C3T\5 EX°CUTS4'a OZCER �x;;�.�'t�-
Da�e
�
U. S. DEPARTi�IE@IT O�' FiOUSI�IG AAID UP.BAN DEVELOP�SEDIT
CEP,'�ZFICAT70l+i P.EGARDiNG LOBSXIIvG
�
�
The undersigned cer�ifi�s, to the b�st o� his or her kna:v�edge ar.d belief, th�t:
(lj Pio Feder�l appzopriatad funds have been paid ox �rill be paid, by or wal7.
b� paid, by oz an behal.f a£ �he undersigned, to any person for intiuencing
or attempting ro in�luence an o�fi.cez or employee p� any agency, a Me.mloer
of Congress, an officer or emplo.yee of Congress, or an employee o� a
Member of Cangress in connection with �he awardin� of any�Federal
contracr, the raking ot any Federa7. gzant, the making of any FEderal loan,
the entering in�o oi any cnoperati.ve agxee�s,ent, and �he extension,
continuation, rene�•ralf amendment, or �odifica�a.an of any Fece�ral Contract,
grant, loan or cooperative agreemeat.
(2} �� any �unds other than Federa7. appropriated funds have bezn paid or wi}.1
3�e paid to any persan for influencing o� attempting to influence an
officer ox employee of any agency, a btember of Congress, an of�icer or
employee of Congress, or an employee o� a Niember o� Congress in connecta.on
4rith th�s Federal conGract, grant, loan, or coopera�ive a�re�menk, the
undersigned shall cpmplete and submi.t 5tandard Foxm-LLL, "Ai.sc}�osure Form
to Report Lobbying," in accordance wi�.h its instrucfi.ian.s.
� (3) The undersigned sha11 zequire that �he ]�anguag� oi tihis certa.fication be
includ�d in �he award documentis �or all subawards �ti al). tiers (includi.ng
subcontracts, subgrants, and contxacrs under grants, ].oans, and caapera-
� ti.ve agreemen�s) and �ha� all subrecipien.us shalJ. cerk.ify and CI1SG�05B
accordingly.
��
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�
Signature . �4dIl��� L-��-S
�����1� h �
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Da�.e
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C�`FIY GC[UE9E:fY5\PZ2•CO2faT�.UCilRii FAC;S=T\'- �:CPCi'L'LY� 0�05& 1114i ��._
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Li.S. D�PAR7.'hSENT OF HOUSii�G AATD UP.BAI�T DEVELOp�I��Ti'
CERTZFXCA,'Y'E OF Q4�riER'S ATTORNEY
I the un�lersi ned �VI,��CU�� � �=-lG�.n-��
J � !
atstharized and aceing leg�l representative of _�� �t�-r���
dn hereby certify as foJ.lo�as :
__ , the du�y
1-0�--.� � a a � s`�
i have examfned �he attachad Contract{s) and surety bonds and tihe manner
oE execution thereof, and I am of th� apinion tha�. each vf �he aforesaid
agreemenk5 has heen duly.executed by the gzaper partiEs thereto acting �hrough
their duly authorized representati.ves; �hak said repres�ntatives have full pawer
and auth�riGy to execuCe said agreements can behal.f af the respective parties
named therean; and tha� the foregoing agreements constitute valid and legally
binding obligations upon �he parties executing the same in accardance with terms,
conditians and prov�,sions thereof.
�
Date : � � /Y o � � �
� 1
�
0
C,\?!Y CCCl1M_.aTS�4R=-G0:7ST�UCTIOt{ P�GX�.�S LY�eU'i'LVE 02.p3A 1!'-�5�2�'.—
�
U. S. AEPA�'�'1�i�NT �F LA�30R
�4'AG� AND HOUft AND PUBLIC C��1T�CTS DI�'I5��1'S
INS'�RUCTIONS rOT� CO�I�'LET��'G Pr�YROLi� FOI2�lI �VkI-347
GEneral: The t►se of i�Vf I-347, payrol! form, is nat ma»clatary. This farm has been mac�e zvait�ble
for the canveniencE of contractors ai�cl subcotttr�ckors reqEti►-ec� by theit- Fedei•al or Fecleral�y-aidetf
G0175�I"I.lCIl0i1-i�+�3� CO11tI'ciCtS 1T1Cj SttbCO[lII'SCtS t0 5li�lftZit «�eekly p7y�'o11s. Pra�erly filled out, tj115
from �ti•i!l satisfy tlte recJuire�nents o.f �e�titlatians, Parts 3 a�d 5�29 CFR, Stibtitle A), as to plyrolls
s�ibmitted in connection tivith contracts subject to the Dar•is-Bacon and retated Acts.
This form nieets needs restilting from th� ames�dment of the Davis-Bacan Act to inctude frinae
b�nefits provisions. Under this amended �aw, the contractor is reqt�ired to pay not less than fi�in;e
benefits as predetermined by the 17ep�+rtment of Labor, in addition co payrt�enf of not less than the
predeternlined rates. The contractor's obligatian to pay frin�e bene�'its may be met either by payment
of the frinaes to #he various plans, filncis, or pro�rams or by makir�g these payments to the employees
as cash in lieti of frit��es.
This payr�ll prc�vicles %r the eontractor's shor���ing an the �ace of tl�e payroll al[ rnonies paid to thz
emplQyees, ���hether as basic rates or as cash in lieu of frin�es and provid�s for the contractor's '
representation in the statement of compliance on the rear ofthe payroll thak he is paying to others
fr�nges required by #he contract and not paid as cash in liet� of frin�es. Detailed in�ttuctions
co�nc�rnin� the preparation of the payroll fallo�ti�: ��
Contractor or Subcontractor: �ili ir� yotiir firm's name and check appropriate k�ox.
Address; Fill in yat�r firm's address.
Column 1- Name. Address �rtd Sociai Sect�ritv Nttm�er of EmpSoyee: The employee's fi711 name
m�ist bE sho�vn on eaeh �r•eekly payrall submitted. The employee's address m�tst also be sho�vn on
th� payroll covering the f'trst week in �vhich the employee �varks on the project. The address n.eed
not be shown on subsequent weekly payrolls unless his address c�ianges. Althouph nat req�tired by
Regulations, Parts 3 and S, space is available in the name and address section sa that Social Sec�irity
nttm6ers may be lisked.
Column 2- 1�Vithha�dina Exe�lDkions: Tl�is column is merely inserted for the employer's
cai�venience and �s not a requirement of Regulatians, Parts 3�nd 5. �
Column 3- i��fot-k Classifcations: List classification descriptive of tivork �etually perfornled by
employees. Canscilt classiFications atid mir�imum �va�e sched�ile set forth in contract speeifications.
If additional classiftcations nre deemed necessary, see Cantractin� Officer or A.gency representative.
Ernployee may bE shotivn as havin; ��'arked in mare than ane classification provided accurate
6reakdown of hotiirs so ���arked is ntaintair�ed and sho�m on submitted payrall by tEse of separate line
entries.
C;olumil4 - Hottrs 1�Vorkecl: On alI contE-a�ts stibjcct to tlye Ga��tract 1�i�rork H�otrs Staildai•cls �lct enter
�s o�,�ertime hai�rs 111 �lours �vorked in e�cess of 4011otirs a�r,•eck.
Coltul,t� 5 - Total: Setf-E�pl�lnatoiy.
Col�u��R1 �- Rate of P�v. ir�cluc�in� Frin�e $ene�its: In skr�i��it tii�ie Uo�, lisk �ctu11 hourly ratc paid
kil� E171��0��£ f0Y' StT�1��lt C1�11� 14�orI:e�1 pius az�y cash ir� li�tt oF frin�es paid tlZe employee. When
recorditig the straight time llo�irly rate, aiiy cash paic� ii� Iie�i oi Irit�ges may� bz s��a�ti�n separately from
the b�sic rate, tl�us �3.251.40. This is of assist�cice in coi7�ectly com�LEEin; o�•ertiE�le. See "FR�FNGE
BENEFITS" beto�v, I�� overtime box sho��� overtime hattrl}' rat� paid, plus �tn}� cash in lieu of fringes
pa�d tl�e enlplayee. See"FR�N�'rE BENEFITS" belo�v, �'aymeEit of r�ot iess th�i� time ar�d ane-hajf
the basic or regular rate paid is required far atr�rttme «nder th� Contrac# �lrork Hottrs Standards Act
far 19b2. In addition to payin� not less than the predeterrnined rate #'ar the classificatiort in tvhic�
the employee works, the contractar shall pay to approved plans, fitnds, or pro�rams ar shall pay as
cash in lieu of frin�es amounts predetermined as frin;e benefits in fhe «�age dzcision made part of
the contract. See "FRINGE BENEFITS" beloSu.
FRI�GE BENEFITS - Cnnt�actors tivho �ay all reattired frin,e henefits: A contractor who pays
frin;e beneF'its to approved plans, funds or pragrams in amoLints not less than ti4�ere deke�-tnined in •
the applic�tlole tiva;e decisian of the Secretary of Labor shall conkinue to show on the �'ace of the �
payroll the basic cash ho�trly rate and overtime rate paid to his employees just as tte has alr,vays done.
Stich � contractor shall ch�ck paragraph �'(a) af the statement on the rev�rse of the payroll to �
indic�te that he is also gaying to approved plans, fus�ds, or program5 not less than'the amount �,
predetemninec� as fringe benef'tts for each cra�t. Any exceptions shall be noEed in Section 4(c), �,
Contractors t�ho pav na fri�;e benefits: A Contractor �vhc� pays no frin;e benefits shall pay to the
ernploy�e, and insert in the strai;ht time hotirly �rate column oi the payroll, an arrtount nat less fhan
the predet�rmined rate for each classiFcation plus the amoitnk of fi-in�e benefits determined for each
classific�tian in the applicable r,vage decision. Inasmuch as if is nat nec�essary ta pay time and a half
on cash paid in Iieu of fringes, the ove�time rate shall be not less than the sum of the basic
predztermined rate, plus tha half time przmium on basic or regttlai rate, plus the reqttired cash in ii�u
of fringes at the strai�ht t'tme rate. In �ddition, tk►e contractor shall check paragraph �{b} of the
statenient an the reverse of the payroll to int�icate th�t Ile is paying frin�e benefits in cash directly
t0 �115 �ETl�]�Dj���S, Any exceptior►s shall be noted in Seckion 4(c). .
Us� .of Section �4(cl. Exce�ttons • '
Any contractor �vho is mlking payment to �ppraved plans, fitnds, or programs in amatints less than
the ����e dete�-mination requires is obliaed ka pay the deftciency directly to th� employe�s as cash
iai lieu oF �i-inges. Any exceptio�s fo Section 4(a) or 4(b}, tivlii�heti�er t�ie contractor may check, shall
be e�tered in 5ection 4{c). Enter in the Exception column the craft, azid enker in t}ie Explanation
CD�llIllil t�l@ �'i.fl1lil}� amntint paid the employee as cash in liett of fringes and the hourly amotint pa.id
to p11�►s, fiinds, or programs as frin;es. The contractor shall pay, and shal! sho�v t�lat he is paying
to each such empioyee for al! hours (tinless athenl�ise pro�tided kay a�plicable determination} �vork�d
on �ecieral ar k'ederaliy assisted project an amount not less t�an th.e predetermined rate plus cas� i��
11811 OF {CLi1��5 c�5 S�i0�1'Il ll7 S�Ctio� 4�c}. The raie paid 2.1� amattnt of cash �<!id in lieti of fringe
Uene�iks per ��dur should ��e e��tercci in cot��mn G an thc payroll. See p�r�gra�h on "Cattitractors tit,-ho
pay r�o fringe beneE'its" for co�t�putatioil o.f overtime rate.
Col�si�1�1 7- C�ross Ail�ount Ea���ec�: Enter �ross amout�t e�nlecl on t�tis projeck. �f part �f the
ei�iployee's �veekly �v1�e �v�s eat�r�ed on piojects other than t}�e projeet described on this payroll,
enker in coltimn 7 firsk th� amo�i�lt earned on tlte Fetl�ra�'or Fecler�lly assist�d project �nd then the
grQss ��iiot�nt earned ciurin� the tve�k on all projects, thus �63,�4/�20.D0.
Column S- Decluctions: Fi�re calun�ns are provided for sltotiving ded«ctions m1de. 1f more than
fi��� dzductions shauld be involved, tise first 4 columns; s�io�v the bal�nce of dedtictions itnder
"Othe�r" colttmn; shcrw acttial tatal under "Total Dedtictions" column; and in the attac�ment to the
payroll describe th� deductions cantained ir� the "OtYter" column, All deductians must be in
accordar�ce wit�n the protrisions of the Copeland Act �'Ceg«lations, 29 CFR, Part 3, If the em-
ployee worked qn other jobs in additian to this grnject, shotiv achtal deductions from his �veekly
gross �va�e, hitt indicate that deductions �.re based on his gross �va�es.
Cnlumn 9- Net �Vaaes Paid for Week; Self-explanatory.
T�tals - Space has been le�t at the bottom of the colttmns sa that totals may be s�o�v� if the
contractor sa desires. '
Statement Rec,uired by Reatilations, Parts 3 and S; �Vhile this form need not be notarized, the -
�
stakem�nt on the back'of the payroll is stibject �o the penalties pra�ided by 1 S USC 10(}1,
namely, passible imprisonment for 5 years or 510,000.40 �ne or boti�. Accordingly, the party
signin; this z'equired s�atemer�t shauld have I�no�vled�e of the facts represented as tn�e. '
Spae� has been provided betwe�n items (1) and (2) of th� st�feme�f for descnbin� ar�y deduc-
tions made. If all ded�tctians mad� are adeq�tatety described in the "Dedl�ctions" column abave,
stade "See D�diictions column in this payroll°. Se� paragraph entitled "FRTRTGE BENEFITS"
above for instntctians conce�-ning fil[in� out paragraph 4 of the stafement.
;�
C�:�tY DOCU\!�\TS�PP,E•CO`STRI�CTIOti PACKETIF Frtl'ftQLL �tiSTKUCilO\S}�,'H�a7.6aC
_ U, S, Dc�artntettit of Housiilg and UrUan Devela�iz�ent
CERTIFICATE FROYI CONTRACTOR APPOINTII�TG OFFICER OR E�IPLO�C'EE
TO SUPERViSE �AYMENT OF E1�IPLOYEES
` l�e�n s�rccc��ro�l �U�L y�s f�z�e , .� �vrrr �
Project Nan1e ��-- �` � Date �
. ���,� ��.� .�� . � �, r�r:���r ��� ,-- �/.z /� �.
', � Location �� Gr�r� f �ar� (,t�a�h r TK, -- . - Project �'o. �`'us�; �,��58��1f��55 n
- -- -- --- �%
�r
I
1 4
0
(T) V� �ereby certify that (I am} ve ar )(dne n�nie contracto�} �a s�ibcontractor) for
.� f� U G [�,� � r � G �� ht�^� � �� /1 � . .��-J ',�' ,
(Specify "General Construction", "Plumbin�", "Roofing", ekc)
in connection tivitt� construction af the above-mentioned Project, and thak (i �ve ave appointed
��� I� , S��re����'� h�
�vhase signature appears belo4v, to s�ipervisa the payment of {my} (our employe�s be�inning
;� � 1� 2- ��� �; that he/she is in a position to ltave full lttio�vledge of the facts ,
set forth in the p�.yroll documeuts and in the skatem�nt of compliance r�quired by the so-called
Kick-Back Statute tivhich helshe is to exec«te tivith (my} (our) fi21! atikhority and appraval until
; � such kime as (i} �v s�ibmit to , �h � ��� �.� Fv�� c..r�or�ti, �� �!� �
a ner�� certi�`icat� ap '' Q me other persorL for the purposes herei�above stated. .��
� �
,� ` �� 1 � 1 .
� _ ,�
�--�Q �� - — , � �
I ���Iden�ifyi g Signature of Appa�ntee) ,
'I. . .
Attest (ifrec�uired): � �� �Ch��` � L ���Y�� � �� � -���'
; ain� of Firm or C rporation) �
,�
_ � :. � _ By: ���u.� .
i � (Signature) (Signature}
. ������ � � 1�����d��� �
� {Title) � • (Title)
�
NOTE: This certificate rr►ust be executed by an a�tthorized officer of a cotporakion, by a member
; I of a partnership, or the sole o�vner and shall be exectited privr to �nd be st�bntitted with the first
payroll. Shotiild the appoinkee be cl�an�ed, a new certificate must accompany the first gayrotl for
`� tivilich the n�sv appointee executes � statement of con�gliance reqttired by the Kick-Back Stati�te.
DAL/DAD-13�0.312
(�-79) •
�
u, s. ozrrnrti�«+r oF u�noR
LYAGE 1N70 HO[1R DIV15lON
Harne of Canlractor ❑ Or S�bconlractor ❑
PaY�o��. rfa
I�1
� Pfp67E, AD�RESS AN�
SOC�AL SG-CUR[T7 NUhdiiHR
OF Eldf'LOYEE
,
PAYROLL Form Approvea
gudgat From i�1a. 44 E�1093
(�or Contractor's Optianal Use, See Instruc#io� Form WH-3471nst.) •
Address
FAR�EK ENDING PROJECT AND LOCAT[4N p����CT �� ����� Na
�„ �
�sy ocaucnanrs
.Z (31 O I4] DAYANQ flP.iE {5) i6) (7)
T v�Inw�p�p�N� OTHER T87A! N�
�r oF
TOTAE l2P.TE GRO55 ��� 7nlc � fl��T�Ns �lAGE5
�.mumvr
w ��K HQURS OF AMDUNT p�10 f,
i�vrms CLASSIFICAT�ON � ppy �AfihlED V`lEEK
� ,
S
' T HOURS 1NORKEA EAC1i dAY .
� .
S
D -
S
D
5
O • •
S .
O
S �'
O
S �
O
S
O .
5 --�- • �
�_ __, o�a# 25o�-aoo7
�.
�
U 5-dGPARTt��1ENTOFLASQR STATEM��T OF COMPLIAiVC� �'°�"'��Fr�'�^:�
�`I��r@ A�•ID iiOUR Ahl6 FUflItC A':d•ss: p;: Fc t:i t7� ,�i y-i :;" ?:�
COrfTRAC75 41V1S10�l5
I � Date
= t, _ _ _ _ __ _.. do }:sreby sta_e:
(�7are oE eignatory party} (Yltlel
{1} zhat I,pa/ or eupervise the puyment o€ the persons employed by
(ConGza,tox' eY s�=bcorsCracto:i
e�5 the ; that d:ering the payeoli period Cor.�Qpcing on Ghe d�/ e:
�Suilding ar warS:i
, Z0� and en3ing the day oE , 2G_,, all persans e�alo;/ed ar. said projecC have teen paic
khe eull we=tly wages earned, that no rebates have been or will he m+�da eithe: di,rectly os
fn3irectly ta ar on f�ahatE af said ___
4Cortractor c: 511ti3rO:l:i'3�.c;1
from CYse full weekly a+ages earn�d by dny persnn and that ao deductions i:ave be�n ma3e e±[he; d:t?�tly or ir.dEre�tl{ :rom CY.s
lull way-es earr.ed by a�ty persaa, othat Chan perTissible deducCians as deEi.r.ed in F.eg�3la;ions, Pa:t J(29 CF� Subtitle ni, issce�l
by thz Secretary o2 La�or under the Cooelaad Act, as amended (48 S.at. 9i5.s] 5ta:. los, 72 Stac. 557; T6 Stat. 357; ;�] Li.S.C.
27fic), dnd dascribed bslow:
` (Z} That any payralls akhecwlse undez this �antract required to b= 5�mitte3 far the a�a+ie Fe:iod are eorrect a�u' aortplete;
that Ctse e�aga za�es Car lahorers ar mechanics containad Cherein are ndt less Chan the a��lica�Le wag� raees cantai.;e3 in any
wage determinaiion incarparated inta the cantract; that the classi�icatlon5 set Eorth traxein far each laborat or mechaniC '
conEorm with Che work he performed.
�3) That any agnrer.tices emplayed in the abo�� period ara duly reglstered in a bona fida agoresClCeship p�gram tegiskere3
with a State apprenticeshig ageacy reoogriized t� Che Hureau oE Apprenticzshfp ensi Trainir.g, Uni�e3 States DepaYtmeae of Labor,
oY iE no such recognized agertcy e:cists in a SCate, are registered with tha Eureau p! App:enticss^_� and Traic►Sng. Vrited States
oepa;tment oE Laaor. ,
` [4y That: �
(aj WFtvP.E FRY$IGE SE.t�PITS A.RS 9ALD TO ABPRQV� PL�h?IS, FUNOS, OR 820G.'v�?iS
C7 In add�tivn to thz hasic hou:ly wage rates paid Co eaeh la�o:e: o= cachanic liste3 ir. Ghe abo•re
. re2erenced payzo3l, payments o! fringe benefits as listed in Cha cor:tiacL hexe been or c.:=11 be made �,�
to apnrapriata programs Ea� the b?neFit oE such en;.lo�ees, e:<4ep= as r.oted in 8ectiaz <Icl below.
(by VRIBRE P�INGE B:AFEFi'CS A.?£ P.'�YC! IN CASSi
, . ❑ Ea�h kabarpr or tr,echanic listed in khe a�o�e zefe:eaca3 payr�ll hzs ��e.^. peid as i:�dicated on the
' payrall, aa am.qunt not Aess than the sum of the apnli.eable taasic I:o�rly aage rate plus tl:e amour.0 aE
the rec�uired fringe beneEits as }.�.sted in ths con.ract, exge�C as noted 3,n aection 4fc1 �elow.
; (c} E7CCEPTIONS " ,
� •
... . ., , . .
- ;r.: - - !'•' - _ ' - - -
•o
i7• n
�,+�' - _
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"i�"
�`� � .
. 'a� 'E �fiN 1
. . .X Ti - C�c �. XPL � TO�T
'�`E C P (]N� f
. � `: � } ` .. . . .
�. .. . . . _ • � . . � . . ._ :" . . . .. • .. -. . . • � . . • . s�= . . . . , .
�
i2emarks
tlame and Title
5zgn�ture
T�8 WYLrU'L FA:,SIFICi,TYO`T OF A.YY QF T1E ASDVE $TAT'c'v1�AiT5 fJIY 5[T3J�CT Tw8 CON7aACT0i Q� SJ=CO:iTaACTO.', TO CTVIL Gi C�I�fisf�L
FpO5ECVTIO:F. SES s�c�csarr 1001 02 Ti'CL� 16 AV:J S[C[IOtf 231 OF TETL3 31 D? i1c L'27iTca� STnTa3 CO��, �
GSA D6e9 ,Z1�'.]
E'�- fi�{-��L31ii8-1
i
�`EMPLOY�ES STATEMENT C�F 11VORK VERiFl�ATIQN
The tmdersig�ed her�by certifies that �e has �ngaged in tne foilawing 4vor�C
classifications fQ� the payroll week beginning
, and was employ�d by
(Date)
a�d �nding
(Date}
(Name of Campanyj
� �WCJRK:; ::� S�. iV1 T:;� W TH �� ,� SAT TOTAL .�RATE� GROSS
, ��GLASSlFICATION ,. . � . : . - � , .:. �. .� .: HOURS: ;:�OF�pAY.�- :�nPAY;�:°::
� . .
�
1
�
TOTALS
I�
- . (Emplaye�'s Signature}
*This informatior� is required when an employee is used in more t�an one classificafiion
during any payroi� period; far examp��, Ca�pent�r for part of a day or week, and kaborer
or oth�r classi�ica#ian far ti�e remainder a� the time, a..�d is paid differen# rates of pay for
each ciassification. lf the employe� is �a�d the �igher �ate(s) for all wor�C perf'armed,
#inis form is not f��uired.
m
P
�1
I�
� I
I�a�rali �]educ'�ian �uthori�a�tion
This is #he a�t�arizatian ta the
to cleduct from my paycheck �
is for item number:
REPAYMENT O�:
'� . Loan
2. Retirement
3. Adva�ce �on Wages
4. Sa�ir�gs
5. Savings Bonds
6. �niforms
*ThEs deduction is fo be ma�e:
CHECK APPROPRIATE BOX
Date:
Em�loyee's SignatUre
Printed or Typed Nam�; _
Project Name and Numb�r:
7. Credat Union
8. Profit Sharing
9. Donafians to Agencies
� 0. Insurar�ce Premiums
� � , Union Dues
'� 2.
� One time only
� Weekiy . �
� Bi-weekly '
� Fo�- weeks
� �.
.* This
14 PAYR9LL DE�UCT[QY A[1TFSORi2,4TIOV
n
f`
I..�f.�.�,�,..,......,=:; •i.�:�.v..;�rv^ _ v^y-. . ._. .. . � �...�r_.i�,..��^ce�°^^•:.
U. S. DEPARTMENT O� HOUSlNG AND URBAN QEVEL�PM�NT
COMMUNITY DEV�LOPMEN7 BLOCK GRANT INPUT
SL]BCONTRACTOR'S CERTI�ICATION
GONCERNING LABOR STANDARI]S AND PREVAILING WAGE REQIJiRENiENTS
`,8L';r,A_.:�- - :�1L4 _��\�:r:c.:�n:���...JSaaav'�-�.;�,w.;...;.,,73
� A�propriate Recipien!)
:10
Date
Project Number (If any}
Project Name
! 7he �nde�slgned, having executed a coniract wikh
��
(IVame of Contractor ar Subcantractor)
for
(Nature of Wark)
En tf�e amount oF �
ln the constructian of the above-identifie� prnject, cer�ifies khat:
�a) ihe l.abar Standards F'rQvisions of Tha Contract for Gonstructian are included 9n the aforesaid contract.
(b} Nelther he nor �ny firm, carQoratian, partnesshi�, or assocEation in which he has a su�staniial lnierest is
designated as an ineligible contracfor by the Comptrolle� Genera! of the Unitad Stafes pursuant to Section 6.6(b} �
a€ the Regulatians of the Secretary of La�or, �art 5(29 CFR, Pa�t 5),�or pursuant to Section 3(a) of the Da�is-
. Bacon Ac�, as amended (4Cl U,S.G. 27fia-(a)).
(c� No pa�t of the afo�ementioned cflntract has been or wili be subcantracted to any subcontractor if such
subcontractor or any #irm, corporation, partnership or assacialian in ��hich such subcontractor has a substantial
interest is designated as�an ineligibE� contracioe pursuant to the_aforesaid regulatory ar statutary provisions.
Ne ag�ees tv ot�taln and fonrrard to th� contracto�, fo� transmitta! to the recipie�t, withln ien days after khe execut9on of
any lower subcontract, a Subcor�tractor`s Certification Conceming Labor Sfandards a�d prevailing Wage R�quiremsnts,
executed by the lo+�er tier subcontractQr, in duplicafe. �.
�i (a} ihe workmer� will re�ort for duty on or abaut
i
(Nakure af urork)
In the amount of �a
�
. He cerfifies that:
(a) The legal name and t�e busi�ess address of ihe undersigned are;
,:�....._,...,.,..,._......e......�..,..__. ......... ......_..._.............._..._.........._..........._.._._......_.._.__... .. ..,. ,. ...._..._.._.......�....�_..... .... ._....._._._�
{b) Tf�e undersigned is:
I{� ) q Sing�e Proprietorship: (3) A Corporation Organized in the State o�: '
I
�'2) A Parfnershi�: (�) Other Orgenization (Descrihe}
� u''.... � ' - -�
._.._ . - -
. � r.•.t.ivnnrrr.��r�Ta+oaF.r,n,:S'rRl�f'TI�I\PACKFTI Clfa�'fs�.TstAr.^.Tr1"�'S•rRR-ro�rrvarrta�"rinc�:::., ::;�",.� , . ,. � . , -, .- . . �
� _- -:- --- _ ___ . .. - �. . . . _ _
(c) Th� name, titie and �ddr�ss of the o+�mer, Partners or af�icers of the u�dersigned are;
ame� _� �. � � . ' ' Title � . Address
i�
I� . ^ ... .
�I
-
+�
,�
,
;�
;�
� ��,��.u. .,...P �_�,f;��e�n � .du.�',� w, s+.�� d,: �s.�,4�, �::ta.,��ya,.r��r�. � �� ._ -.��,�;a�1 ai�.:-JL�,..,iP;lAu..rla.e�',ma�,ms:.�5'�ies:A:�9A::.�:`.�-�-'rti9M1�i�,�irir,.::'7�
3�
(d) The names and a�dresses af a11 afher �ersons, both natural and cnrporate, havino a substantiat interest in the
� undersigned, and the r�ature of the interest are (lf none, so staEe): f
,i �
. , . . ._.... '
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:: �- .,. ...,��...,:,:�- ���:� _ ��� „'�'�� - .��� ....
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� �Acld'ress��" �L - �Nafure'� eresty' .
��ame .. _ . � . . . . .. . . ��:� . .. . , , .. . _ . . . � _ . ,., <�i� . .. . . _ . . . . . . _. .
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The names, addresses and trade ciassificat9o�s o` all other 6uilding canstruckion contractars in rvhich the
undersigned has a substant�ai interest are (if none, sa state):
. . . ' � - :'� 'Addr'e'ss�-�: ` � . Nafure of lnterest ...
� �"Y
{Subconkractarj
(Sigr�ature)
(Typed Name and iitle}
� WARNING -
!�J. S, Cfimnal Code, Sectjon 1010, Title � 8, U.S.C, Provides ir� part: °Whoever ... makes, passes, alters,
or publishes any sfiatement, knowing the sarn� to be false ... shall be fir�ed nat more tt�an �5,000 or
� mprisioned not more than two years, or boti�." •
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r-`kiiti�T=�f:� "��'��7,�'��.'� ��'�
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�y 5 �' *:.I _
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6 '�r�JiL�+S-_ti:'i: �.+�. Yx�'�sors - - = k�v
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"`' " .�r e; ' 10p0 TN�'OGK�IORTDN STKcET + FORT 4i'ORTH, TFX�S 75162 '
� :'� ' '' �-T' t � �L��� s }y�+'�� Sl i•87l•i�36 * �FA�i 8l7•Si I �393 "� �
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You miast be paid not less than the alrage rat�
in t�� stiti�ule po�t:�cl ��ti�r� �h�a iyGi�v� ��� tr�e
kir�d of wor�c you p�rform.
� You must b� paid not Eess than one a�d on�t�aj�
times your basic rate of pay tor all ho�rs worked
over 40 a week. There are some exceptions.
.�°�'r�'1���_�l`��.
�.s ix� -�� ���
.� :
Apprentice rates apply only to appren#ices
prop�eriy registered under approved Federal or
State apprenticeship programs.
If you do not receive proper pay, contaci �he
Contracting Officer listed b�1oV�:
FRANK ��ARRERO � �
SENIOR CO�IiRAC'� CQ1TPLlAItiCE 5PEClA;.[ST
F'ItVAHCE DEPART�tE`T
I�`7'f'ERGOV�RytiiEti'fAl AFFAIFi5 AND GRi.��"C5 ht,�iYACE4fENT
CITY OF FOiiT 1'!dR i FI
1000 THROCKh1QRTfl31' S71�£El' * FORT R'OltTli, TFXAS 76102
Sl1-871•7538 * fA.\ 817-$71•8183
k{arrsrF�ci.[ort=norlh.tx.us Q
11
or you may contact th� �eares.t office of the .
Wage and Hour Division, U.S, Department of
Labor, The Wage and Hour Division has ofiices
i� several hundred communities thro�ghout #he
country. They are listed i� the U.S. Governm�nt
s�ction of most telephone directories ur�der.
U.S. D�psr�ment o1 �.abo� -
Employment Sia�dards �4dm�nistratlon •
�''I,
--�• Hll Auhttcation 1):l
Itcv'!�'e`d' Jn7i•rhr'y' 19�b
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FUHD�D BY
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SCHEDULED CUi�iPi�ETi4N DATE
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SiGN IS WHETE W1TH Bi.Vc BORDER AND LETTERING IN PMS 28s. PP,OJ�CT T1TLE, ..
CONTRACTOR, SOND A�lD COM�L�TkON DATE WrORMATION lS IN HELVEf1CA.
CI"fY O� F�R� WO�TH LOGO IS AVAlLABLE lN � VEC i OR FDRM�T FP.OM TH� CiTY O�
�ORT WORTH RcPr�OGRAPHICS DEP�', ALL COPY lS IN PMS 2nS. iH� I.INES THAT
COMPOSE 7H� "SiAR" ARE P�hS i B7. ,
�
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� EXCA�/ATI❑N, BACKF�TI�� Ai�D PA\/EMENT
� REPAIR UNDER EXISTING STREETS
"'' MIN, 2' H�T ❑R COLD MIX ASPHALT—
TEMPORARY PAVING REPAIR SHC]WN —
F�R PERMAN�NT PAVZNG R�PA'fR DETAIE.S
SE� FIGURES 1-5 ❑R AS SPECIF'IE�] iN
THE PLANS ❑R SPECIFICATI❑NS,
iST. S7R�ET PAVEME
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B�Ti❑M OF 7�htPL3RAf2Y ❑32 -�
PERMA1VEN7 PAVEMENT REPAIR
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' � SAND MA��RIA�. `'� •�, y , � .�'•�� � 1'-6' MAXIMUM
. EMBEDMENT . <.••,� ~ :.
SEE SPEC. E1-2 . ;� �.. ��•' MINIMUM 6' SAND
,,. '� '`'•:. ''4' � EMB�nMe�T C❑VER
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� INCLUDED IN LINEAR FOC]T �iD PRICE �F PiPE
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NTS
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REV+ MARCH 25, 1999
EXCA�/ATI❑N, BACKFILL AND PA�/EMENT
REPAIR UNDER EXISTZNG STREETS
M�N� Z' H❑i ❑R C�L.D MiIX ASPHAl.7-�
�XIST, STR�ET PAVEMEN
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EXI57, BASE
J
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F'LEX-BASE h1ATERIA
/./;'i /�.'.'�/�/�
--TEMf'�RARY PAVif�G REPAIR SHOWN —
F�F� PERMAN�NT PAVING REPAIR DETAILS
SEE �IGURES 1—S ❑R AS SPEC�FI�D IN
• THE PLANS �R SP£CIFICATI�NS,
�
%
BQTTaM L1F TE�iP�RAE2Y ❑R �
PERMAN�t�T PAVEMENT REPAIR
iI � SAND MA�ERIAL
EMBEDMEN7 �
SE� SP�C, E1-2
� l� �� 15 SEWER — MINIMUM 12'�
SAND EMB�DMEN7 Cl7VER
i z7 WATER — MINZMUM 6'
;,
SAND EMBEDhiEN�' C❑V�R
MiNIMUM 6' EMBEIIMfEh1T
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:,`•. . •.-:; • ; ti .:, . SEE SPE�C. �1—�
I .ti :' `-1: � '' ' ',• . .' ,. 1'-6` MAXIMUM
. . . . ' y � .: :, . :,
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":,,� ,�QW ' : .." S�E SPEC, E1�3
4 �t•�
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REVti MARCH 25, 1999
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IA�IITHC�HE TC�TYT�OF FORT WORTHASTA�NDARD E
SPECIFICATIONS FOR STREET AND STORM
DRAIN CONSTRUCTlON -
5' M[�.
r __._ ._ . _.. _ _
DOWEL
C�ASS "A" REINFORCED GONCRETE
PAV�M�NT R�PLAC�MENT 70 TFiE
t�EAft�ST ,]OWT OR CURB.
DO WEL
y
E?CfS�I�IG CURB
& Gt1TiER
EXfSTiNG COMCRETE
PAVEMEN7
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EX15T[t�G 8ASE �
fIF ANYJ �•
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EXIS7ING CONCRETE J01NT
' NOT�S
' t. FLOWABL� FILL ES REQUIRE� TO
� SACK�iLI. ALI. TRENGHES IN
, � DOWt�TOWiV STREE75, ANO
\ Of'TIONAL !I� 07HER AREAS
�\ BACKFILL SHRLL MEET SPECIFIED
\� lTEM 402 OF THE
_ , % STANQARO SPECIFICA7[ONS
f/r FOR STRE£T At+l� STQRh�
\ DRAIN CONSTFtUCT10N, �
C�TY OF FOft7 WORTH
%//�.\�/ � //.
TYPICAL SECTION— TRENCH REPAiR
REINFORCED CONCRETE PAVEMENT
RECOMMENDED 8Yl/ J��
GEORG� A. BEHtvSAN�SH,
A551STANT DERECTOR, TPW
,
Rev.
�ATE:zI Fs[a1 �����IQRT�r
r�
.R '
� ClTY OF FQR7 WORTH, 7EXA5
iRAr�sPOR'CA7rO�vIP[�euC wORKs
ENGfN�ERING DIV1510t�
�
2. RElN�ORCEa CONCR�7E PAVE�E�1�
SHAl..L 8E REPLAC�D TO ORlGiNAL
DEPTH 4R TO A MINltJ�Uivl DEPTH 4F 5"
WHICH�VER [S (�REA7ER.
3. PLACE 8" 0�` 2�27 CO�ICRETE
A5 S�10WN. t" aF REINFQRCEb
COI�CRETE A�AY BE SUBSTI7UTEQ
FOR EVERY 2" OF 2�27 CONCRETE
h. REWFORCEt�ENT OF CdNCREiE MUS�
MEET C17Y SiArlDARD OR t�iATCH EXISTWG,
WHfCHEVER !S GREA7ER.
�.
AI'Pft�VED BY�
HUG� MIILANGA
DIRECiOR. TPW
DATF=
�:c 2ooa-z
NOTES�
1. PROV[DE ADEO!lATE OVERLAP OF PLATG ON
ASPHALT i0 ASS�JRE N❑ SLIPPAGE OF
PtATE AND NO CQLI.APSING aF TRENCH
ANO STEf� PLA7E5T W1 � 9E51k7P � E LE55
THA1+f 48 ii0ifft5, STEEL PLATES MAY BE
PLACED DIRECTLY bFV EXlSTIMG ASPHALT 411TH4lJT
M�LLlNG. PR�V��E T�MPORAf2Y AS?HAL7
TRANSITIONS ExTEND1t�G 3-FEET BEYOND EDGE
OF STEEi P�ATES.
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RECOMh{ENDED �l'�-�l.C�.,, _ IIATE� �JI I SI O�
GEORGE A. B�}itJ[ANESH,
A55[STAtJT O�RECT�R, TPW
Rev.
sr�e�
PLA7E
EX15Tlh[G �A.N.OR
VALVE AT GRA4E
��P.T ��RTI�
����
C1TY QF �ORT 1HOfiTW, TEXAS
T3iMiSP4RTAT10N/PEIB�IC WdRKS
ENGINEERING DIVi510N
APPROVE� QY�
hUGD MAL.4hiGA
6IRECiOft. TFW
pATE�
F�G 2d00-5
ALL CONSTRUCT(4N MUST BE W ACCDRDANCE
WlTH THE CITY OF FORT WORTH STANDARD
SPEC�FICATIQNS FOR STREET AND STORM
DRA�N CONSTRUCTION
EXIS?'ING Cl�R6
& GUTTER
x
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; EXIST�NG SASE
EfF At�[Yl
WEDGE MILL 5 FE�T
� FOR QVERLAY _`f
. � 2"-4" - I
- �,� �.'�XISTIHG HMAC - . : " r:•:;
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12" -
D1TCH WALL '
_\ ,
NOTES
1. h�ATC�-I EX�STING HMAC PAVE�v1ENT
�.
2. P�ACE 8" OF 2�27 COiVCREI"E AS SH�WN.
�•
3. WEDGE Mi[LL S FEET t2" DEEP AT FHE LIP pF
T�iE GUTT�f2 TO 0"J PRiQR TO f�ESURFACING �,
AS S1-[OWN. RfSURFACE WITH A MINIA�f�1uf
2" OF TYP� D NMAC.
�. EF EXIST3NG BASE [5 CONCREiE, USC
RElNFORCEO CONGR�TE,AND PROPERLY
T!E IN.
PIP�
d
�
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NEW HMAC SURFACE
(2" i�IN.)
WEDGE �liLL 5 FEET
� -
Ex�snr�c c��e�
& G�TTER
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.� • _ .�..I
� 5, ��OWAEL� FILL �S REQLlIRED TO
. . .� BACKF�LL ALL TRENC�-{E5 If�i •
QOWNTpWN �7R�E75, ANQ
DPiIONAL EN OTHER AREA'S.
BACKFILL SHAL� MEET SPEGFIEO
iTEM 4Q2 OF 7HE
STAfdDARD SPECIFICATfO�lS
FOR STRE�T AND STOR�1
QRA1N CONSTRLiCTIOM,
CI�Y OF FORT WORTI-I
TYPlCAL SECT(ON - TRENCH REPAiR
HP�AC PAVE�ENT "
RECOMM�NDED BY �, I� _ OAT�' Z� 1J l aI ��PT ��R�' '� APPRQVED BY�
� �
i GEORGE A. BENh+�ANESH, '��� E�UGO MA�A�tGA
; ASS[STANT DIRECTOR, 7PW DIR�CTOR, TPW
� � ' ' C[TY OF FORT WORTH, TEXAS
Rev. , TRANSPORTA�fION/PUBLIC WORKS
� ENGINEERING DIVISION
DATE�
FiG 2000-1
City o� Fort Worib
Evans Avenue
�ECTION 0�7��
NYLOPLAST DRAIN
PART t - GENEI�AL
A. PVC surface drainaae inlets shall include the inline drains, drain basins, and catch basins as
indicated on the contract drawings and i•efetenced witlain the contract specifications. Tfie cast
iron grates for each of tEtese fittings is to be considered an integral part of tlie surface drainage
inlet and shall 6e iurnished by the same man�tfacturer. The su�-face drainage inlets shall be as
man��factured hy Nyloplast, iJSA, Inc. or prior approved equal.
PART 2 - MATERIALS
A. The inline drains, drain basins and catch basins reqtiired for this cantract sha11 be mantifactured
from PVC pipe stock, utilizing a thermo-rno�ding process to reforrn the pipe stock to the
furnished configuration. T11e drainage pi�e connection stubs shall be manufactured frortx PVC
pipe stock and formed to provide a 4vatertight connection with tl�e piping syst�m specified. This
joirit tightness sizall con�arm to ASTM D3212.
B. Surfac� drainage products shall rneet the mechanical property requirements for fabricated
�ttings as described ii� ASTM F'194, F979 and F 1336. The grates furnished for all surface drain-
age inlets shall be casC iron and shaii 6e made specificaliy for each fitting. Grates for 12" and
larger drain basins and inline drai�s not in vehicular traffic areas shall be capable af supporting
H-10 wheel loading. Grates for drain basins and inline drains inlets smaller than 12'" shali be
capable of supporting H-10 wheel load traffic. Metai used in th� manufacture of the castings
shal! confarm to ASTM A-4$-83 Class 30B for gray iron. The cast�ngs shail be fi�rnis4�ed with a
black paint.
PART 3 - INSTALLATIQN
�►. The specified PVC surface drainage inlets shall be installed using conventi�nal flaxible pi�e
backfill materials and procedures. The backfill material shali be crushed stone or o#lier granular
matarial meeting the requiremenfs of class 1 or 2 material as defined in ASTM D2321. The
surface drainage inlets sha11 be bedtEed and 6acicfilled uniformEy in accordance with ASTM
D2321.
END OF SECTION
City of Fort Wartl� E�vans Avenue HZI Job No. 03-�758.02
Huitt-Zo11Ars, Inc. J��ly 2b,2001 02'�Z2-1
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GONSTRl1CTiON. THE WATER NiP SANITARY5f5kER MUSi PA58
INSPECTION ANb 7ESTlhlG PR10R TO CAA'STRIlCTION �F?AVE�
SF7RFACES LOCATE� AB�YE PiE3d. .
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PHASE 2
Jl) SEi 1RAFFfC CflFiFROI. oEYICFS A$ ILLU57iiA7E6.
8.) QEMOLISH WEST HNF OF EW W 3 A11ENV�.
4.) BE6lN FWN7FUN GONSTRUC710N. MONUMENTS,
IRRkGATipN. Ek.ECTRiCJJ.1J{0 PLAZA CON5TRUCTkDN�
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A.j 6ET'fRIIFFIC CENISROL �EVICES AS 1L4Lt37RJ�7Lly,
B,) OPBN YVEST PAV EMENT TO TRAFFlC.
C.) DEMOLISN EABT 516E OF EVAhlS„
D.) INSTAIISTORM 6EWER COMPONENTS, IRRlGq1ry0N HWN3,
AN➢ SU&Sl1RFACE ELECTRICAL
E.) CANS7RUC75TNsET• BE�iIN LAN�SGJ'E C�MPONEN7'8.
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•� PRpJECT ❑ESCRIPTION: iiiE �VANS _AUENLJf PROJECi lNCLUOES RECONSTRUCT1pN
�. OF' EVANS AS A Cp1�CREfE STRE�7 W{TH-TN� IAEPL�MEt3TAT10N OF A LANO--
SCAPED AND wAR�SCAPED PLRZA.'. TF115 PRQJ�Ci INCLUDES REP�ACEMENT
OF iHE WATER F"+5 5�WER FACiL1Tif5 ANp .AODI110N OF STORM pF2AiN
FACiI,ITES.
NO 7HRfATENED L� ENDAh10ERED SPECIE5 ARE IMPACTED BY Ti�IS PROJECT.
�
MAJOR SGII, p�5Tl3RBING 4CiiY1TEE5: 504L UI57URBING AGTIVITiES INCLllDE
OC�AOL�TEGN G�F EF•STING ROADWAY, CLEARING AND GRUBBING, GRAdING,
E}cCAVAT10N AN� �ti�I�ANKMENT FOR RQADWAYS, RETA{NING WALLS,
[ftC1514W AN� SE�:��fNT C4NTROL. M��5URCS, ANd FENAI P�AtJTING.
1{yi1.L f'ROJCCI AI2[!•: ' .'.5 ACRES
If�TAI ld�l A lq (9i [���'.:��lif D� L3:� Af,Hi`.;(l(l0/�
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;pll. 51AE?ILi1AT10N P���TICES:
FER1JiANCN' �L��dTING, SbD�ING, 012 SEEDING
PRE=ER��4?,;.N OF NATURAL RESOURCES
G7HLR: 6157URBED �RE4S ON N'HiGH CQNS�UCiION ACTIVI'fY HAS CEASED
(TEMppRARlLY GR PERMANENTI,Y) SHALL BE 5TABItIZE� WITHIN 54 DAYS
UNLE55 ACTIInnES ARE SGHEDULED SO RESUh�E WITHIN°21 DAYS. AS
DUTSIDE CURBS 4N0 GUTiERS ARE CDAAPLETED, SEEDINC SHAL•L 6E
INSTALLED PRsOR TO USING ADJACEI�T PAVING FOR 7RAFFIC. TH�
CONTR4CTDR S"��L NOT ALL4W RUI�OFF AND SILT FRpM DISTURBED
AREAS TO FALL ON PAVEF�fNT 6EIh1C USEp BY THE PUBS.IC. ANY,
. PAVEMENT SO�LED BY THE CONTRAC70R'S, ACTIVITtES SkiALL BE CLEANEp
PftOMPTI.Y.
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m'RINTAItJEp iN S=Mgd wVRKE�u� p!?nrp. Ir h P.EPe1k ;G NErES5ARY, iT
wILL �E �'YfNF pY �+?E EARuE5T �ATE �4S��o� c, a�'r ��r� �ATFR runu 7
LAS CN�!!R Q,tYS .�F;tR TF!E �L!RROUND�NG Con�.,wn �n� �alFa
SIIFFlC!�NTL'f YO PR�:ecur pnr,na_r.0 Pf?�M EQialPk1ENT. TH� qctce�
�6JACENT 7� tipFEKS AN[1 �]RAINwGF ;]-±ANNF15 'y!-!ALL iiAVF PRIOFZITY
i�G:LOINE6 81t ;�EVYCES RA�?ErTINC, ST2RAY SEIYER .A�� F75,
ii!SPEC710N' n�N ;w�a�r7inrf WIL�,_BE PERFQRME6 $Y 'HF i:.�i�lTRACTOR
411FRV uaEEK N� '"�! �- AS ��?�R EACH ?,41N Of 1/2� INCH OR M4RE, AS
�ErnapFl� F?�1A �`"� �Jtr-SIiE 4Alll�F,_ ;7y_M ;e�caECT�6N REPORT �L.L BE.
rOMP.�ETE� FOR Ep� �";�p�G�1oN, ER0514N �+Np �SEDIFdENT CONTROLS
�►iA�� L�e MQPIFIED IF A REPORT Yk^EwhFES TH�Y A{iE INADEqUATE.
y�rnaTF A�ATERIALS: �LL iNASTE i�lA7ERiALS SHAL� BE COLLEC7ED AND
57QRED IN A METAL �L1�IPSTEli Wi7H ,4 S�CURE l.kD. iHE pUN�P5TElt
SHALL MEE7 ALL STATE AND LOCAL SOLIb� WASTf MANAGE�SENT
qFGUL'ATION5.. THE DilAAPSTER SHAI� SE EMPiIED AS� NECES5ARY DR AS
�2FOUIREQ GY LOCAL REGULATION, A�lD Tf-iE iRASH WILL BE HAULED f0
,q puMp. NO C6NSTRUCTION WASTE AdATERIAL WILL B� BURIED ON SITE.
OiNERS: HAY BALES MAY BE US�D iF N10 O7NER T:�!?nR�RY EROSIO� ,
CON7ROL DEV{Cf CAIV 6£ PftOYiUeO A!�n i�Ni v AS A�PROVEO BY 7HE
ENGkNEER. HAY BA{�S SFIALL FiE ;REPLACE� PERIO��CALLY AS NECE55AFiY
TO REMAIN EFFECTIVE.
NARRATIV� - 5EQUENCE OF CQNSTRUCT�ON (STORM WATER MnrvAG�MEN�}
ACTEWTIE5: � -
THE DRDER OF ACTIV171ES Wlll SE AS FOLIOWS:
1. f HASE I; [NSTALI EROSION CONTROL DEVICES FRiOft TO THE
tNI11A'fION OF AEMOLITlON AND COI�STRUCTION OPEftAi1dNS AS
RCOUIRE� AND MAINTAIN UNTII VEGETRTIt�N IS ESTABi.ISHED.
�
STOR�I WATER MANhGEMEIV7: SiORM WATER DRAEI�AGE WILL BE PROVIOE�
BY TFEE EXkS7{NG ST�RM DRAINAUE SYSTEM, THE STORM
DRAINAGE 51'�TEM WILL CARRY STORl,6 WATER iQ SYCAMOiiE
CREEK.
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MAZAR�OUS :4'.".STE (INCLUDING 5P1LL REPORTING}: AT A MINIMUM, ANY
PRO�UCTS !N 7ME FOL�OH'�NG CAIEC4RIES ARE CQhtSIDERE� T4 SE
j�{e7aRnflllSc '
rAINTS, ACIo fQR CLEANING MASQNRY SLIRFACES, ClEA3J1NG SOIVEi�kTS,
ASPHALT PRODUCTS, CHEA�iCAL AD�ITIVES FOR SOYL STABIL1ZA714N, OR
{:dNCRETE CURING COMPOUNDS AN� ADDITIVES. IN THE EVENT Of A SPILL
YAIr�ICM IdAY 8E FiAZARDOLIS, 7HE SPItL CDORdINATOR AS IDENTIFIE� BY
T%90'f SHALC BE CONTACTED 1MMEDIA7ELY. .
SANl7ARY WASTE: ALL SA[dITARY WAa'E 4dl,L BE C6LLECiED FROM THE
�DRiABLE UNIT5 AS NECESSARY OR AS REQUIRED 6Y �dCA{. REGULATION
4Y A Li�FNSEU 5ANiTARY WAS'EE MANAGEMENT CON7RACTOR,
s?FFSITE vE�!ri g TRACKING:
L4Al��� iiAUL iRUCKS "f0 BE GOVERE� vVi7H TARPAULIIV
EXCESS D1RT ON RnAD REMOVED DAILY
�
OTiiER: 7HE G6NTRAG70R SHALL AVOID TRACKEiVG MUD, Sf�T, CONCRETE, E.TC
TO ADJACEh[i ROADWAY5. ANY DEBRIS ON PUBLIC �TREfTS OR HkGHWAYS
dUE TO CONSYRUCTION ACTIVITIES S€iALL BE CL£AN UP BY 'fHE
� ,;Q.M�?!?AC70R. �
REMARKS; �ISPOSAL AREAS, STQCKPILES, AND HAUL ROApS SHRLL BE
�nNc'�'R�GFED IN A�fANNER THqT WILL MINIMIZE AND C4NTROL THE
AMOUN7 OF SEpI�AENTS ENTERING RECEIVlNG WATERS� D15POSAL AREAS
SHALL NOT BE LOCATE4 IN ANY WEAAND, WATER BODY, QR STREAM B�D.
CONSTRUCTiON STAGING AREAS ANp VEHICLE MAIM1k7ENANGE AfiEAS
SHALL SE CONSTRUCTED BY THE CQNTRACjOR lN A MANNER TO
MiNIMIZE THE RllNOFF OF POLLUTANTS,
A�L DIiCHES AhED WATfRWAY'5 5HALL BE CLEARE� AS SOON A5
FRACTICAL OF TEMPORARY EMSAhlKMENT, TEMPORAR,Y BRIDGES,
MATTWG, FALSEWORK, PILING, ��BRIS OR OTHEIi OBSTRllCTlONS
PLACEp OElR1NG CONSTRUCTkQN OPERAT3GN5 THA7 ARE NOi A PAFT OF
THE FI131SFI�D WORK. �
�
AT NO TIME 15 7HE CQNTRACTDR RELIEVEp pF HfS DUTY 70 GDMPLY
WITH ALL 7HE REQUIREMENTS TO MINiMIZE SILT ANt� HAZAR�OUS
• MATERIAL FROM ENTERiNG iNE STORM 4RAINAGE 5YS7EM, ARIVA7f QR
PUB�IC PROPERTY, OR 7RAVEL tANE5 OF ADJACENT STREET5 ANO
' ` HIGNWAYS. • i
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TRAI�SPa�TATtON / PUBLIC WORKS DEP7.
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