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WEST 7TH STREET TMPR4VENIENTS
City Praject No. 101555
Betsy Price David Cooke
Mayor City Manager
Willia�n Johnson
Director, Transparkation and Public Works Department
Prepared for
'The C'ity of Fort �Iorth
Transportation and Public Works Department
�?ECEIVI�E� 2020
HDR
T�PE Firm Re�istration No. �-754
17'E 11 Preston Road, Suite 300
Dallas, iX 75248.
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Standard Construction Specification
Documents
Adopted Septcmber 2011
0o ao 00
S"1'A�TDARb CONSTRUCTiON SP6CIFiCA"l'iON DOCi7MT:NTS
Pagc l of 5
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TABL� OF CONTENTS
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Last Revised
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CITY OF TOR'1' WOR`1.H . West 7th StreeE Improvcments
STANDAKTJ CONSTRUCTION SPECIPiCA'fION DOCUMEi�tTS Cily Project No l0E 555
Rcvised Marcl� 9, 2020
00 00 00
STA7�IDARD CONSTRiiCTION SPECIFICATTON DQCL7MGNT5
Pa�;e 2 of S
01 71 23 Construction Stakin and Sur�e 02/i4/2018
Oi 74 23 C�eanin 07/01/2011
O I 77 19 Closeout Requirements 07/01/2011
O1 78 23 Operation and Maintenance Data 12/20/2012
O1 78 39 Pro'ect Record Documents 07/01/20 � 1
Technical Speci�catians wE�ich have been mvdified by the Engineer specifically for this
Project; harc[ copies are included in the Project's Contract Documents
Division 34 - Trans
34 41 10 Traffic
Division 31 — EARTHWORK
31 2 i 00 Fine Gradin�
Division 32 — EXTERIOR IMPROVEMENTS
32 9I 13 Sail Pre aration
32 93 00 Plants
32 94 00 Tree n[antine
Di�ision 33 — IITILITIES
33 46 00 5�[hdrainaaP
APING
o9�ov2azo
Ob/b ] /2020
06/01/2020
06/0 U2020
D6/01/2020
06/01/202Q
Technical Specifrcations tisted below are included for this Project by reference and can be
viewed/downloaded frnm fhe City's websi#e at:
httu ://fortwo rthtexas• �ov/tpw/contractors/
or
https:/lapps.fortworthtexas.�oylproiectResaurcesi
Divisron 0� - Existin Canditions
02 41 13 Selective Site Demotition
02 41 14 Utility Removal/Abandonment
02 41 15 Pavin� Removal.
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Contro�]ed Low Stren th Material CLSM)
03 34 16 Concrete Base Material for Trench Re air
03 80 00 Mndifications to Existing Concrete S#ructur�s
Division 26 - Electrical
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26 OS 33 Raceways and Boxes for Electrica] Systems
26 OS 43 Underground Ducts and Rac�ways for Electrical
Ci"I'Y OT' FORT WORI'f3
STANDARD �ONSTRiJCTTON SPEC]PjCATiQN DOCi7MCNT5
Rcvised Marc� 9, 2020
Last Revised
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07/01/201 ]
West 7th Street improvements
CiEy Project IVo. 101555
00 00 00
S`I'ANDAR!) CONSTRUCTION SPEC[FICATION DOCUMENTS
Page 3 of 5
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Division 31 - Earkhwork
3 3 10 00 Site Clearing
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31 25 00 �rosion and Sediment Contral
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CITY OF POR1' WORT! 1 West 7th Slrcct Improvemenls
STAWDAftD CONSTRUCTION SPf:CIFICATIOAI DOCiTM�NTS City Prajecl No. I O1555
Revised March 4, 2020
oa ao ao
STANDARD CONSTRUCTiOTV SPECIFICA7'[C3N DOCUMENI'S
Pagc 4 of 5
33 OS I 3 Frame, Cover and Grade Rin s— Casf Iron
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Adjusting Manholes, inlets, Val�e $oxes, and Other Structures to
Grade
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Ci7 Y OF FOR'f WORTH West 7ih Streel lmpro�emcnts
STANDARD CO3V57RiJG'fIOIV SPEC[FICA1�[dN BOCUMI:NTS Cily Praject No. 1015�5
Rcvised March 9, �02U
DO 00 00
STANi�AitD CONSTRUCTiON SP�CIFICA`I'IOiJ DOCUMENTS
Page 5 of 5
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33 49 20 Curb and Dro Inlets y 12/20/2012
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Appendix
GC-6.06.D Minority and Wornen Owned Business EnteE•prise Compliance
GC-6.07 Wage Rates
END OF SECTION
CC1 Y OP FOR'1' WOiiTH West 7th Slreet Impro�ements
STANiIARD COI+IST1tL3C"fiON SPECTFiCA"fION DOCUMISPITS ' City Prpjecl No. ] O1555
Revised March 9, 2020
�l712021
���r�r �vu���L 1������
DATE: 1/12/2021 R���R�hlCE
NO.;
M&C Review
M&C 21-0033 LOG [Vr4f�lf�:
nffici�l �it^ ^f �he �i+y �f Fort VU^�*h �exas
Fo��
20W7TH ST
CONSTRUCT[ON
CO��: C �'Y��� CONSENT HEARIASG: NO
SUBJECT: (CD 9) Authorize Ex�cution of a Contrac# with Reyes Group, Ltd. in the Amount of
$4,937,193.0� for Pa�ing and Traffic Signal Improvements for West 7th Stree� frorn
Uni�ersity Drive to Tri�ity River Bridge (2018 Bond Program)
Ft�GO1Vi�AEElDATtON:
It is recommended that the City Co�ncil authorize executian of a contract with Reyes Graup, Ltd, in t�e
amount of $4,937,193.00 for pauing and traffic signal improvernenfs for West 7th Streat firom
Universify Drive to Trinity River Bridge (City Project No.101555).
�CSCUSSION:
ThE purpose of this Mayor and Council Communication (M&C) is to authorize executian of a contract
for pav�ng and traffic signal improvemenfs for West 7th Street from University Dri�� to Trinity River
Bridge. The tofa! overali project budget is $8,500,000.00, which incEudes planning, design, land
acquisition, project administratian, construction, inspectian, festing, utility relocations, and
cont�ngencias. The project scope includes the construction of a 4-lane street section between
University DriWe io Trinifiy River Bridge, including pedestrian, landscape, illumination, traffic signal, and
bi�Ce lane improvements.
Interest�d stakeolders and community groups such as Linwood Neighborhod Association, Monticello
N�ighborhood Association, West 7th Neighborhood Alliance, Montgomery Plaza, FW11VR, Trinity
Metro, and n�arby residents and business owners were informed of the proposed ir�pro�ements in �he
area. Trinity Metro provided feedback on the focation a� the bus staps and approved the final design.
This prajeci is included in the 201 S Bond Program. Available resources within the General Funcf will be
used �a pro�ide interim #inancing until debt is issu�d. Once debt associated wifh the project is sold,
bond praceeds wi[I reimburs� the General Fund in accordance with the statement expressing offic�al
]ntent to ReimE�urse that was adopted as part of �he ardinance canvassing the bond election
(Ordinance No. 23209-05-20'I8) and subsequent actions taken by th� Mayor and Council.
Th[s project �s being funded by fhe 2018 Bond Program Fund as shown in the fo�lowing table:
�und
34Q18 - 20'18
Bond Program
Project Total
lUi &C
G-'19306
Existing
Appropriations
$8,500,000.
,540,OD0.
The project was advertised for bid on Septembar 24, 2020, and Octab�r 'f, 2020, in the Fort Worth
Star-Telegram. On No�ember 5, 2020, the following l�ids were received:
Bidders
Reyes Group, Ltd
The Fain Group, Inc �
Forth Worth Crvil Constructors,
LLC
Gibson & Associates, Inc
��emounf ��m� of �
Complefiion
�$4,937,'i 93.00 �300 Calendar Days
�4,998.,996.75 �300 Cale�dar Days
$5,599,810.00 3fl0 Calen�ar Days
I$6,113,329.33 340 Calenciar Days
apps.cfwnet.orglcouncil packetlmc_review.asp?ID=28587&councildatew�/'1212Q29 �/2
1/712Q21
M&C Review
This project will have no impact on fih� Transportation & Public Works annual operation budget when
completed. Construction is expected to start in March 2021.
Rey�s Group, Lfd. is in campfiance with the City's �DE Ordinance by commitfing to �11°10 MBE
participat�on on this project. The Cify's MBE goal on this project is 101%. Additionafly, Reyes Group,
Ltd. is a certifiied MIWBE firm.
The project is located �n COUNCIL DISTRIGT 9.
�ISCAL ENFORiV�ATIOWICERTl�ICATlOAl:
The Director of Finance certifies that funds are available in the current capital budget, as previously
appropriated, in the 2018 Bond Program Funds �€or the West ith St -Univ to Trinify R project to
support the appro�al of the above recommendations and award of the contract. Prior to any
expenditure being incurred, fhe Transportation & Public Works Department has the responsibility to
validate the availabifify of funds.
Submitted for City lVlanager's Office by.�
Originating Departinent Head:
Addit�ona[ Information Contac#:
ATTi4CHiiflENTS
Project Map.pdf
Dana Burghdoff (8018)
William Johnson (78Q1)
JT Auldridge {7252}
apps.ciwnet.orglcouncil_packeVmc review.asp?I1�=28587&councildate=1l1212021 21�
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fi��1o�'i��e 1���:aticrns:
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�?� Ini3�ca��e ��� u}�ger ��stie le�+ers an �F�c �xu�sid�. o#-y��lr s�u��:�i bi�i en�ei��e:
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c'I rY {ri� r���+_l �5°i�x��r��i ��`fSF�'�'S1 icf-fl' 141PRt,1Y��h��f�fi`S
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cc���sidereil "�fC)h�E�F.SPOIVS�V�E;." r��5�l�iif�; �i:� �i�yu�iR�E�atio��.
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�p�'AN3�AFk!] ['c)�5TR11{'i'I{�t�t �PE['�F1C'ATG�N Lil]Ci1ME�TS 1'l I'S' k'k[lklEiT NC}. IfJI SSi
i•Ll'1'ICLI I71�V ��71�4�
OO l l ] 3
i�fViTATION TO BIDD�RS
Pagc 1 of 3
SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
0�ue tt} ��3z �'f]1�ID!{1 Eme��c��cy declar�ck F�y tl�� C'itv t�f' F'or1 1�lc,r�li uis,� �nRil �h� ea,�to��;�.ncy
�de41;Go�u�iun, as �kn�c�Gtic�l_ « rescinde�l, sealed bids for th� construction of West 7th StreeC
Improvements; CITY AROJECT NO. 101555 ("Project") wi11 be.z-eeeived by the City of Fort
Worth Purchasing Office until 1:30 P.M. CST, Thursday, Novernber Sth, 2020 as further
described below:
City of Fort Worth
Purchasing Division
200 Texas Street
Fort Worth, Texas 76102
Bid� �4'ill ��r acce�?rc`cM l�1''
1. L�ti �vaa,: �ii tl�r add[�css :�l�nVf. �
�, F3u rc�urtea�. i'��1=x �rr I�a�td deliv���� �'r�,��� �i:�l�-!-;IE �o-�ti I�Ettii�sil���s �s�3i} ��E t��r �c+uth Fi��f
a.�1�L�� �,f (_'i�y 13it�1 1t�cafe�� FMf �[xsE j-�:�as �tl�Cl. 1=��rk V4'c,rlh_ Z-�xrw Jf+GLi�, r'� i}�lf{�o,itiillk�
V���7.,r��n�n� s�al7�pc:r�s�i, ����EE lr� �Gvai]GG171� tc, acr��7t sl�e i,Fd u��� ���'srvscle �� �i1�tic �t�€�ip�.�B
re�:eiF�t: +�r
?. I k`ila� E3i�,Jei� +Jesir�s t{F s�ilami� the bici c}�� n �fay or t�me � Hl�e� il�t�n khc [ie�i�ou�[cc.I
'flwt�s�l;�}, ll�r hitl��r ir�u�� c,�nt��c� �Eie Pur�lti{-�sii��* ]']epar�m�a�t chari�a� r�sar�ytai �vnrklt�i�
hnMn�w ;�G R I 7-3�3'?..�.{r�� �cr ��ralc� �i� ap�����F� i�rei�< «� i�tiee� ;� I'���`cEi�s�n� f�����;iG��r��.i��o
ini�la�y�ce ai �l�e `��5��1� F��i �,c,l�l�}� uFCiKy ��all I�rc,�tc.cl at }�Jf} l�cx��s ����e�t, I��rr� W«rtl�,,
'f���« 7t��1��"_. 4��heit ��U l�irl(s� }v�ll ta� recci��cel atid l"ome.'d��e s�amp��l �t� al3�,v�
Bids will be apened publicly and read aloud at 2:00 PM CST �n tl�e �'�ty i:��un�rl Ck�amC�e�� and'
h��s�:�C{C85t j}31'1?l1�'�k II\�� �ir�:�i�r ��t�,� C�Vti' �i�hli� ��I�v�si�}�r �+�a�i�lo �:u�� be s��:����r�� ul�
�3�'',--f;���Luxrr[I�tc_�ar���t� 1�33�t4 � � I14 �{ I1�1'tlf j]11L;��1' k41I I��s�1 a7e �Iln}wetl i�� �hc Cir�� C'{,unci I
C'I�aa���+ers
Ih .,il�kiii[�i�, III Clti1w G,I"���.�IIL'L'flll�, ti'Lryl7llILI21J �4I�{�' Iirl'[�13 �;,r i1�41�titi�:�:t �+, iJar i'su�rlon5i�w� C.il��e,
�pi�irlr�� tiI1�ICI L-I'I1141I I�1C` w4�lri���{'.iC�l i1�1�if; 1�r�rrns [r� rhr ('alv �'r��Jrcr f��1�,i�r����a' �w�� Ir�ttr rhF�rM .',:{}[I
i4�_r��_ k,�f lTtir. ����,��n►t C`�l�` 1tk.E��11�5� �lil.y� Itt?c�' �art ii�+.l s����'i7in�c. ��rl�,��rvti t,f-rEi� I,i�! �:,Trr��k �
�l��l�.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate} follawing:
C�NIT I: Paving Tmprovements
[1NI� TiI: Traffic Signals and Lighting
UNIT IV: Landscape and Irrigation
UNIT V: Signage and Pavement Markings
PREQUAL[FICATiON
The impro�ements included in this project must be performed 6y a cont��actor who is pre-
qualified by �e C{ty at the time of bid opening. The procedures for qualificatian and pre-
qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
CITY OF FORT WORTH West 7th Street Improvemcnts
5"1'ANF�ARD CONSTRUCTIQN SPF•,CIFICATiON DOCUMENI' Ciry Project No. l O15S5
Temporarily Revised April 6, 202D due to COV17719 Emergency �
0o i� t�
INVITA7'ION TO BIDDERS
Pagc 2 of 3
T�e Bidding and Contract Documents may be examined or obtained on-line by �isiting the City
of Fort Worth's Purchasing Di�ision website at http://www.fortworthtexas.gov/purchasin�/ and
clicking on the Ifnk to the advertised project folders on the City's electronic document
management and coElaboration system site. The Contract Documents may be downloaded,
viewed, and �rinted by interest�cf contractors and/or s�ppliers.
Copies of the Bidding and Contract Documents may be purchased from:
HDR
600 West Sixth Street
Cantey Hanger P1aza Suite 200
Fort Wor�h, TX 76102-3b84
{817)333-280Q
The cost of Bidding and Contract Docucnents is:Set oiBidding and Contract Documents with full
size drawings: $75
Set of $iciding and Cantract Documents with ha]f size drawings: $50
PREBiD CQNFERENCE
A prebid conference may be held as discussed in Section 00 21 13 - INSTRUC"FiONS TO
BIDDERS at the following clate, and time u�;t :: w�ia �c}n��i�eri�i���:���plicz�i���M :
DATE: October 06, 202Q
TIME: 9:30 AM �
It ti Er���fa�[I ccrntereotC� Will k�e ]�s:#�1 tF�ili��et via � wcti cs}a�Jco��ao�.iiG� ,�{,��l�ca��s,iE, ���wi�;��Ea}n� will E•c,
.IRsfa-ib��tec� drrec�lv le lttcasc w�a{} I�;�v� �a�l�rrraEr�{l E=���res�ic,iiw t�F���l��et�� ii� Il�ic �,r�.�,let�� Et� �li� t'it�,
�P�'oje�� hrl�rr�n�cr ;,i��l+c,r t€�e D�:si�:r� 1:���tne�i. J la� �����sento�i�ri� �i�r.at �st �iyc E��r�1,��� ct�nierr��ct
r.�i�d �iyy qu�xti4���s �€��I stt�s��c��� i�i�u�de�i at ifa� Rr��id c�fi�l��-to«; wiil Ix� ;�w1ae€! as ;�i� A<�clenrl�ur
ta tfi� c;wl I r;}G� lir�i�
�If � Exrel,icl cni�Frr�e��e i� nu� E�ei�7� ��k�l. pru��sect�ve �+i��f�r�s ta�r �-rnail ques�itFn� cfr ei}mr�terr« i��
�,c���r�{an��� tivi�h 5�c�it�ii o.rf I�te fi�s[ri�c:�itFn� I�, Bicfders ��tererrce� aR�sav� kG� tC�e ��r�a���:c
�riikJtl�,��'i�f ��1 ;y� a!« r•�n��ri I ik���f�`��ty Iis��cE E��C�,w �rnaii Icd t���es�is,�a5 wi I I s�ifti�e �s '`.��es�ions ir�
wriaii��," .sr��.l Ilii� re4Tuirc�ri,fa�l �t, r�c;ra�tulk}� m.�il q�iesri��r�x 'r�;,r-Giw},e�,�eti. li {ti�x�:cssaev.
.A�l�lc��<��� kvill ��r i�sur�i �+�rsEiun� t„ 113c �ns��uctitu�s r,� F�iti,��r�
C[TY'S RIGHT TO ACCEPT OR REJECT BiDS
City reserves the ri�ht to waive irregularities and ta accept or reject bids.
AWARD
City will award a contract to the Bidder presenting the lowest price, qualifications and
competencies considered. .
INQiIiRIES
AlI inquiries relati�e to this procui-emen# should b� addressed ta the following:
Attn: 1.T. Auldridge, PE, PMP, City of Fort Worth
Ema11: JT.A�aldrid e fnrtworkhtexas. ov
CITY OF FORT WORTI3 West 7th Street Improvemenis
STANDARQ CONSTRUC'I'ION SPECIPICAI'lON DOCUMENT City Project No, l Ql S55
Tempararily Revised April 5, 2020 due tn COV1Dl9 Emergency
OD I1 f3
INVITATIOIV '1'O BIDDEItS
Page 3 of 3
Phone: 817-392-7252
AND/OR
Attn: ]ordan E�erhart, HDR
Email: Jordan.everhart hdrinc.com
Phane: 972-960-4400
�l�:'.�LI'Et�S��(fl� {)!� E'�'1 GEtS1��`� �
fa, ci+�nG�c fsiil4fers �iR�� kr��t t�}s ��> d�i�e s�l� ����;�' i����� i+�lurm��titti�� �,erlrnrir� t�� tl�is prr��e�R. ur �I�t
�t�V�DI� ��n�,:;rn�} �4a;�l�,n���en..�; �n��n�le�k, ��� dk i�an�° rclatt tir �hi; Prs,.jc4�. I�iJ�let�� ai�
u'wq�R�sic� t���E���sil f=�����cti5iiri�s �rFfi�t�:��cs� iri Il�o� ��Isrti411c'n"1211� l{i �I�� �.'it} f ivt�ec:l'+r1;MGrs��r��i�J�
Vlie ��csi�n Fn�iii��k� ��:r �Ill.�il �ix�,nl�i in�ln�ie �h� l,i�if��o�'w ���Gii�ran}� nnmc. �4�ru.�ut per��3n, l��ai�
�irci�vicl�iul� r�rt�il atiilres� aaid �rh�i,r nsG�ial}cr ;11� :�;�tirooal� will �� �IRa�r117��tc,� €Eir�c�ly ts� kliea�c
'll'�1CS �liiVC ��C�7Y"Ck4Ci� il3C 111R�i'�Sl in �I�� PI�l1C4�Itlli�llt 2iT1[� 4i'j�I ii�titii I�� ��s�ste�i on Glr� �'F�}' c1j �t�l'�`
1�r��rEi�"r� �urc���l��ii� �v��xsi�c ��b http://forEworthtexas.gov/purchasing/
PLAN HOGDERS
To ensure you are kept up to date of any new infarmation pertir�ent to this project such as when
an addenda is issued, download the Plan Holder Registration form to yaur computer, complete
and email it to the City Project Manager or the C��so�;n E-:�w��n�e�'.
The Ciiy Project Manager and design Engin�er are responsible to upioad the Plans Holder
Registration form to the Plan Holders foldec in BIM360.
Mail your completed Plan Holder Registration form to those listed in INQLTTRiES above.
ADVERTISEMENT DATES
Thursday, September 24, 2020
Thursday, Octaber 01, 2020
END OF SECTION
CITY OF �ORT WORTH Wcst 7th Street Tmpravements
STANDAAD COI�'STKUCTION SPECIF[CA`1'[ON DOCUMENT Ciry Project No. 101555
'fempnrarily Revised April 6, 2020 due to COV1D19 Emergency
00 21 ] 3
TIVSTAUCTION5 TO BID�ERS
SECTION 00 21 13
INSTRUCT�ONS TO BIDDERS
1. Defined Terms
Page l of 10
1.1.Terms used in these INS'TRUCTIONS TO BiDDBRS, which are de�ned in Section 00 72
00 - GENERAL CONDITIONS.
12. Certain addational terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any perrsan, firm, partnership, company, association,.or corporat'ion acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
12.2. Non��esident Bidder: Any person, firm, partnetship, company, associatio�, or
corporation acting directiy Chrough a duly authorized repres�ntative, submitting a
bid for performing the work contemplated under the Cantract Documents vvhase
principal place of business is nat in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive $idder to whorn City
(on the 6asis of City's evaluation as hereinafter provided) ma�Ces an award.
2. Copies af Bidding Documcnts
2. I. Neither City nor Enginee�• sha11 assume any responsibility for error-s or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of abtaining Bids for the Work and do r�ot authorize or confer a license or grant
for any other use.
3. Prequalificatian of Bidders (Prime Contractars and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequali�ed for the work types
requiring prequalificatio�n at the time of bidding. Bids r�ceived from contractors who are
not prequalified shall not be opened and, even if inadverten#ly opened, shall not be
considered. Prequalification requirement work types and documentation are available
by accessing all required files through the City's website at:
htt s:lla s.iartworthtexas. ov/P_ roiectResourcesl
3. l.1. Paving — Requirements docurx�ent located at;
h�tp�.riapps fortwot-thtexa5. og v/ProjectResources/ResourcesP�ut;o20-
%20Construction%20Documents/Contractor%20Pre ualification/TPW°;.�Uk�ari���,
%20Contractor%20Prequalif cation%20Prn�ram/PREQUALIFICATiON%20REQ
UIREMENTS%20�''OR%20AAVING%2000NTRACTORS. df
C1TY OF FDRT WORTH Wesl 7th Stree! Improvemen[s
S'IA�TDARD COiYSTRUCTION SPECIFICATION DOCi7MEN'f Ciry Project i�To. 1O1555
Temporaniy Revised April 24, 2020 due to COVIDI9 Emcrgency
oaz� �3
INSTRUCTEONS TO HiDD�,RS
3.1.2. Roadway and Pedestrian Lighting — Requirements cEocument located at; �.
Page 2 oF ] 0
htc�s:,:'apps.for[riarthtexas.�o�, t'rpjeckRe�ot�ecesrRGaourLtsP/02°io2U-
%20Construction%o20Documents/Contractor%20Prec�ualificaEion/TPV4" io�UlZ:,dawa
y%2�ancf%20Pedestrian%20Li ghiing%20Prequalification%20Pro�ram/STREET%
2pLIGHT%2oPltEOLrAL°/Q2oREQMt�TS pdf �
3.] .3. Water and Sanitary Sewer — Requirements document located at;
htt s:l�a s.forkworthtexas. ovfPj-�'�ectR.-�c.ar���l�t�,�.�rce,l' "u2�:,��-
%20Constz��ction%20Dacuments/Contractor%20Pre ualification/Water°ro20and"/o2
OSanitary°/a2QSewer%20Contractor°/a20Prec�ualification°/a2�Progc_am/WSS%20 re
c�-s,al"'?Oreguire-nent. s.pdf
3.2. Each Bidder, unless currently prequalified, must subr►�it to City at ieast seven (7) calendar
days prior to Bid opening, the documentation identified in Section 00 45 1 l, BIDDERS
PREQUALIFICATTONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph b.1.
3.2.2. f�a1�t3'[)E{,��{4' PC�I��'Ff�l�R�'S �il!k� �(>C'(iVltl�f�,+• �1 f3icic�fr u+E�ra�k
p�r�s��kaoiili4;slir,n h��3 rxp�r��l ci�G��iMt�, �<<�� ���L �1'lf�C� 44f1��'C ;a a-.I��iC Criiri'�;el1CY UP�CIi
�Is i�ti ��I ��k� � Eeclr���l. wt:l[�. IC1'L':��� i511{� #131' .SI� i.�:i�'S �]iiSC I�1C Y:{�711'1�E14131 C1� EEII'
'lll�r�k`�]C1' il]'i�Cf IYII�I ��lC ktirS�GeSt C��]�r�3C�cF�1 Si�ke— C�}•,1:Y�' 3FFi� Ilt4�J]Cil, SVIII J1i1� �4k
tiE�cp17i�41fCt'�IIV C�15t��liLll�3�i� �1'f}!Zl I�av�n� s�i�. C�lL�4iCC'4 �}�� U}J�nCI�_ �I F�f4�li�.k' Iil I�Ik`
;i���a[ioi� wrlk h�v� i�s k�id c�p���e�� F�ir+J r��uE ,tl,fii4f satd 4ti'iil �rr ;�llntiwc�i 5 1,��xGnc;�;
d�ys �cl�sr o��r���nexs s�i� �I�t 5��'ti.{�'i k{15i1��t7ilE ;� �b13147i�t4' ��['fl�LiillltiC:iC1iSR
r���e�v�C a�rtck,t��r T't�iiurr t�r t�mefy sub�ni�, t��� ti�ibtirii�3l ��F��ft IIkl:4p31t�7E��[ �1i1CIi3�,[
�ti��III fi'11{���' ICIL' 3]i�itC�r'� �41� ��[jj��J'(,��7k713SIV�_ �G I�14 Flf�€��]JIIIiL':GClltil3 r�r1CV.'��
���.]i!l`L3r1JtilCw tiI![F�4' ill� L�Lk�I���';j!3 11{k45' Clk)i'4'�l�a�����{�_ ��IC Fili� 14'1'� I.1i �i::L{�kl'K[E j��7t1�•
�'cz3ac�nw�v��, ,� [3iJ,1�� m:r}' �u�k us;c ll�i,4 4x�e�+lit�ri I�� �Ee� � �a�'r{1��:MP�trc�tii�,n s�uhis
,�d`�`iliCf E�l�]II �Ilil4 L4'1![l'�k W:�� in pl�{�. ��i`th� �f��t� uF��c�,rr:��i����, A�ii�deT w��ro seck�
�iu iE��r�flw� it, �x�'ccas�ala�ci�tictri ��aE�Gs ntus� follc,� t,he �r��itianRl ��E��nittal��-cvicvr
���i�:c��, � -
3.3. The City reser�es the right to require any pre-qualified contractor who is the apparent tow
bidder(s) far a project to submit such additionai information as Che City, in its sole
discretion may require, including but nat limited to manpower and equipment records,
informat�an about [cey personne� to be assigned to the project, and construction scheduie,
to assist the City in eva[uating and assessing the ability of the apparent ]ow bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Based upan the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the addiiional information, if requested, may be grounds
for rejecting the appa��ent Iow bidder as non-responsive. Affected contractors wilI be `
notified in writing oFa recornmendation to the City Council.
3.4. In addition to prequalzfication, additiona] req�airements for qualification may be required
within �ariaus sections of the Contract Documents.
CITY OF FORT WORTH West 7th Street Tmprovemenls
S`�AI�iE}ARD CONSTRUC7'lON SPECIFiCA"[�ION DOCUMENT Cf ly Project No. l0i 555
Tempurarily Re�ised April 24, 2020 due to COVIDI9 �;mergency
00 2i i3
iNSTRLFCTIONS TO SIDD�RS
Page 3 of 10
4. Examinafion of Sidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder shall:
�t. l. l. Examine and carefully study the Contract Documents and other related daka
identified in the $idding �ocuments (including "technical data" refe��red to in
Paragt-aph 4.2. helow). No information given by City or any representative of the
City other than that contained �n the Contract Documents and officially
promulgated addenda thereto, shall be binding upon the City.
1.2. Visit the site to become familiar with and satisfy Bidder as to the genei-a[, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Worlc.
4.1.4. OMiTTED
4.1.5. Study aIL (i} repor[s of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site {except Undei-ground Facilities) that
have been identified in the Contract Documents as conta�ning reliable "technical
data" and (ii) reports and dravvings of Hazardous Environmentak Conditions, ff any,
ai the Site that have been identified in t17� Contract Documents as containing
reliable "technical data."
1.6. Be advised that the Contract Documents on file vvith khe City shaii consiitute all of
the information which the City wilf furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shal I be issued in the form of written addenda and shall become pai�t of the Conkract
Dacuments just as though such addenda were actually written inta the originai
Contract Documents. No inforrnation given by the City other than that contained in
the Contract Documents and officially promulgated addenda the�-eto, shall be
binciing upon the City.
4.1.7. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge of the conditions which will be
encounte►•ed during the construckinn af khe project. On requ�st, City may provide
each Bidder access to the site to conduct such examix�atEons, investigations,
explorations, tests and studies as each Bidder deems necessary for subrnission of a
Bid. Bidder must fill aEl holes and clean up and ��estore the site to its former
conditions upon completion of such explo�'ations, investigations, tests and studies.
CI"l'Y OF FORT WOR7'H Wesl 7th Street Impro�emenis
STANDARD CONS'CR[ICTiON SPECIFICATIOI+I DOCUMENT C1ty ProjectNa kD1555
Temporarily Kevised Aprii 24, 2020 cfue to COViDl9 Smergency
oaai i3
11V5"CItUCT[Oi�15 TO R[DDERS
Page 4 af ] 0
4.1.8. Determine the difficulties of ihe Work and a!1 attending circumstances affecting the
cost of doing the Work, tiene required for its completion, and o6tain all information
required to make a proposaL Bidders shal[ rely exe�usively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for fui� and complete information upon which the proposat is to be based.
It is understood that the submission of a proposa] is prima-facie e�idence that the
Bidder has made the in�estigation, exa3r►inations and tests herein requireci. Claims
for additional coznpensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
a! 1 owed.
4.1.9. Promptly notify City of all conflicts, en•Qrs, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
sha11 not takE advantage ofany gc•oss er�-or or omission in the Contract Documents,
and the City shall be permitted to make such corrections or inierpretations as may
be deemed necessary for fuifiIIment of th� intent of the Contract Documents.
4.2. Reference is made to Section OQ 7; 00 —�upplementary Conditions for identification of:
4.2.1. those reports of exploeations and tests of subsurface conditiotts at or contiguous to
the site which have been utilized by City in preparation ofthe Contract Documents.
The logs of Soil Borings, if any, on the plaa�s are for general information on]y.
Neither the City nor the Engineer guarantee that the data shown is representative oE
conditions which actually exist.
4.2.2, those drawings of physical conditions in or relating to existing surface and
subsut-face structures (except Underground Facilities) which are af or contiguous to
the site that have been utilized by City in p�•eparation of ihe Contract Documents.
4.2.3. copies of such repo��ls and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technicaE data" contained therein upon which Bidder is entitled
to rely as pro�ided in Paragraph 4.02. ofth� General Conditions t�as been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsi6le for any inteipeetation or conclusion drawn fi�om any "technical data" or
any other data, interpretations, opinions or infarmation.
4.3. The submission of a Bid will constitute an incontrovec�tible representation by BiddEr (i)
that BicEder l�as complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the WoE•[� required by the
Contract Documents and applying the specific means, methods, iechniques, sequences or
procedures of construction (if any) that may be shown or indicated oi• expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by City a��e acceptable to Bidder, and when said conflicts,
ete., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are gene��ally sufEcient to indicate
and convey understanding of all terms and conditions for perfarming and furnishing the
W ork.
CITY Oi' POAT WOR"t'EI West 7t� Strecl Tmprovcments
STAI�idARD CONS'fRUCTTON SPEC�PICAT[ON DOCUiv[EN'f City Project No. 1O1555
Teniporarily Reviscd April 24, 2020 duc to COVTi)19 Emergency
oo?t ��
!NS'1'RUCTTONS TO BIDDERS
Page 5 of l0
4.�}. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioacti�e Material covered by
Paragraph 4.06. ofthe General Conditions, unless specifically identifect in the Contract
Documents.
5. Availability of Lands for Work, Etc.
S.I . The lands upon which the Wor•k is to be perfoz-med, rights-of-way and easerr�ents fo��
access thereto and other (ands designated for use by Contractor in performing the Work
are identifiied in the Contract Documents. A11 additional lands and access the�•eto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to b� incorporated in the Work are to be obtained and paid �or
by Cantractor. Easements for permanent structures or perrnanent changes in existing
facilities are to be a6tained ar�d paid foi• by City unless otherwise provided in the
Contract Docurnents.
5.2. Outstanding right-of-way, easements, and/ar permits to be acquii�ed by the City are listed
in Paragraph SC 4.01 of the Supplementary Conditions. [n the event the necessary �•ight-
af-way, easements, and/ot• permits are not obtained, ihe City reset�ves the right to cancel
the award of contract at any time 6efore the Bidder begins any construction work on the
proj ect.
5.3. The Bidder shall be p��epared to commence construction without all executed right-of-
way, easements, andlor permits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements.
6. interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be dit�ected to
City in writi�g on o►• b�fore 2 p.m., Y1�e Monday p�•ior to the Bid opening. Questions
received after this day may not be responded to. inte�pretations or clarifications
considered necessary Uy City in response to such questions wi11 be issued by AdcEenda
delivered to aEl.par-ties recorded by City as having received the B'idding Documents.
Only guestions answered by formal wi�itten Addenda will be binding. Oa�al and othej•
interpretations or clarifications wili be without Ie�al effect. �
Address questions to:
City of Fort Worth
200 Texas Stre�t
Fort Worth, TX 76102
Attn: JT Auldridge, Transpo�tation and Public Wot-ks Department, City of Fort Worth
Email: JT.Auldridge(cr�,fortworthtexas.�ov
Phane: S f 7-392-7252
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advis�ble by
City.
CITY OF FE7RT WDRTH West 7th Streel Tmpruvcments
51�ANDARD CONSTRUCTiON SPEClrTCAT10N DDCUM�IVT City Project Nu. 1015�5
l'emporari[y Revised Apnl24, 2020 due lu COV�D19 Emergency
0021 ]3
iNS'CAUCT[ONS TO BIQDERS
Page b of l0
6.3. Addenda or clarifications may be posted via the City's electronic document management
and callaboration system at hu_�- �or, ,��c.rtnt�;:a� �E��--p�;rr'�asing
6.4. A prebid conference may be held at the time and pIace indicated in the Advertisement or
INVITATION TO BTDDERS. Representatives nf City wi11 be present to discuss the
Project. Bidders are encouraged to attend and participate in the conferenca. City will
transmit to all prospective Bicfders of record such Addenda as City considers necessary
in response to questions arising at the conference. Ora] statements may not be refied
upon and will not be binding or legally effecti�e.
7. Sid Security
7.I. Each Bid must be accompanied by Bid I3ond made payable to City in an amount of five
(5) percent of Bidder's maximutr� Bid price on farm attached, issued 6y a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions nf the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder wi31 be forfeited.
Such farfeiture shall be City's exclusi�e remedy if Bidder defaults. The Sid Bond of all
other Bidders whom City believes to have a reasonable chanc� of receiving the awa�-d
will be retained by City until fnal contract execution.
�. Contract Times
The nurnber of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be cnmpteted and ready for
F'inal Acceptance is set forth in the Agreement or incnrporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Pro�isions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" items
The Contract, if awarded, will be on the basis of matet•ials and equipment described in the
Bidding Documents without consideration of possib{e substitute or "or-equal" items.
Whene�er it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equal° item of materiaE or equipment may be iurnishecf or used by Canfractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application 6y Contractor
and consideration by C7ty is set forth in Paragraphs 6.OSA., 6.OSB, and 6.OSC. of the General
Conditions and is supplemented in Sectian O 1 25 00 of the General Requirements.
11. Subcot�tractors, Suppfiers and Others
CiTY ON FORT WORTI I West 7th Streel improvements
5TANDARD CONSTRUCTION SPECiP]CAT[ON DOCUMEN"P City Projcct No. l O1555
Temporarily Revised April 24, 2020 duc to COViDI 9 F.mergency
00 21 13
INSTItUCTiQNS 'CO RiDD�,C�S
Page 7 of 10
11.1. In accor-dance with the City's Business Diver•sity Enterprise Ordinance Na. 20020-
12-201 1(as amended), the City has goals for the participation of minority business
and/or small 6usiness enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secre#ary. The Bidder shail s�bmit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effo�t Form with documentation and/or Joint
Venture Fvrm as appropriate. The Forms including documentatinn must be received
by the City no later than 2:00 P.M. CS"C', on the secand business day after the bid
opening date. The Bidder shal! abtain a receipt from the City as evidence the
documentation was received. Failure to cor�ply shall render the bid as non-
responsive.
I 1.2. No Contractor shall be requireci to employ any Subcontractor, Supplier, ath�t- person
or oi�ganization against whom Contracior has reasonable objection.
1�. Rid Form
12.1. The Bid �arm is included with the Bidding Documents; additional copies �nay be
obtained from the City.
12.2. All blanks on the Bid For�n must be completed by printiing in ink and the Bid Fot�r►
signed in ink Erasures or alterations shall be initialed in ink by the petson signing
the Bid Form. A Bid price shall be indicated for each Bid item, alte��native, and ur�it
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidcfer shall state the prices,
written in ink in both words and numerals, foi which the Bidder proposes to do the
work contemplaied or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in w3�itten
numerals, the price in written words shall govern.
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corpo�'ate add�'ess and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accor�ipanied by evidence of
authority to sign. The official addcess of the partnership shall be shown below the
s ignature.
i2.5. Bids by lirriited liability companies shall be executed in the narne ofthe frm by a
member and accompanied by evidence of authority to sign. The state of farmation of
the firm and the offcial adciress af the firm shall be shown.
12.6. Bids by individuals shall show the Bidder's nafne and officiai address.
12.7. Bids by joint ventures shall be executed by each joint venture in the mannei- indicated
on the Sid Form. The official add�-ess oFthe joint venture shall be shown.
�2.8. All names shall 6e typed or printed in ink below the signature.
CITY OP FOR'P WORTH West 7lh Street Improvements
STANBARD CONSTRUC'I'iON SP�CIFICATION DOCUMEN"1' Cily Project AIu. 101555
Temporanly Revised April 24, 2020 duc ta COViD19 Emcrgency
00 21 f 3
[NSTRUCTIONS `l'Q BTT)DERS
Page R of 10
12.4. The Bid shall contain an acicr�owledgement of rec�ipt of all Addenda, the numbers of
which sha[E be filled in on the Bid Form.
12. � 0. Postal and e-mail addresses and #elephone number for communications regat�ding the
Bid sha11 be shown.
i 2.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Aesident Bidder. -
l3. Suhmission of Bids
Bids si�all be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the tEme and pl�ce i�Tdicated in the �dvertisement or iNVITATION TO BiDDERS,
addt-essed to Purchasing Managei- of the City, and shal] be enclosed in an opaque sealed
envelope, marlced with the City Project Number, Project titie, the name and address of
Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent
tht�ou�h the mail or other de�ivery system, the sealed envelope shall be enclosed in a separate
en�elope with the.notation "BiD ENCLOSED" on the face of it.
14. Modification ar�d Withdrawal of Sids
14.1. Bids addressed to the Purchasing Manager and filed with #he Purchasing Office
cannot be withdrawn prior to the time set for bid opening. A request far withdrawal
must be made in writing by arrappro�riate document duly executed in the manner
that a Bid must be executed and deli�ered to the place whei•e Bids are to be submitted
at any time prior to the opening of Bids. After all Bids nat r•equested for withdrawal
are opened and publicly read aloud, the Bids fot• which a withdrawa[ request has been
proper[y filed may, at the optian of the City, be returned unopened.
14.2. Biddees may modify their Bid by eleci�•onic communication at any time prior to the
time set for the closing of Bid receipG.
15. Opening of Bids
Bids wil� be opened and read aloud publicly at the p[ace whet�e Bids are to be submitted. An
absteact of ttte amounts of the base Bids and major alternates {if any} will be made availabte
to $idders after the opening of Bids.
16. Bids to Remain Subject to �cceptance
All Bids wii] remain subject to acceptance for the time period specified forNotice ofAward
and execution and deiiveiy of a complete Agreement by Successful Bidder. City may, at
Ciiy's sole discretion, release any Bid and nullify the Bid security prior to that date.
1i. Evaivation of Bids and Award of Contract
CCfY OP FDRT WORTIi West 7th Street Impro�ements
S'fANDAAD CONS'I�RiJGTTON SYi?CIPiCAT[ON DOCUMEN'i City Prnject No_ 1O155S
'['emporariiy I2evised April 24, 2020 due to COV[D19 F;mergency
00 2l k 3
INSTAUCTiONS TO BiDDER5
Vage 9 of i R
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project ta rnake an award to that Bidder, whether because the Bid is
not responsive or the Biddei• is unqualified or of doubtful finar�cial ability or fails to
rneet any ather pertinent standard or criteria established by City. City also reserves
th� right to waive informalities not involving price, contract time or changes in the
Work with the Successfui Bidder. Discrepancies between the multiplication of uni.ts
of Work and unit prices will be resolved in favor of the unik prices. Discrepancies
between the indicated sum oiany column of figures and the correct sum thereof will
be �esoived in favar of the correct sum. D�screpancies between words and figures
will �e resol�ed in fa�or of the words.
17.1.1. Any or all bids will be rejected if City has i•eason to believe that callusion exists
among the Bidders, Bidder is an interested party to any litigation against Gity,'
City or Bidder may have a claim against the oCher or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidd�r has performed a prior contt�act in an unsatisfactory manner, or
Bidder has uncompieted work which in the judgrnent of the City wi�l p�'event or
hinder the prompt compfetion of additional work if awarded.
17.2. City may considei• the qualiFications and experience of Subcontractot�s, 5uppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers,.and other persans and organizations must
be submitked as pz�ovided in the Conti�act Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of majo�• items of materials and equipment proposed for
incorporalion in the Work when such data is required to be submitted prior to the
Notice of Awa►•d. �
173. City may conduct such investigations as City deems necessary to assist in the
evaluation af any Bid and to establish the respansibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other pert•sons and
arganizations to perform and furnish the Work in accordance with the Cont�•act
Documents to City's satisfaction within the prescribed time.
17.4, Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contrack, unless otherwise approved by the City.
I7.5. if the Contrack is to be awarded, it wiil be awa.rded to lowest responsible and
z•esponsive Bidder whose evaluatian by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to "�'exas Go�ernment Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresid�nt Sidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principa! place of
business is located.
CITY OF FORT WORTiE West 7th Stree[ Improvements
STANDARD CONS"fRUCTION SPEGIPTCAT[ON DDCUMENT City Prnjeck C�fa. l O1555
Tcmporarily Revised April 24, 2020 due tu C4VlDl9 Emergency
Ofl 2l 13
INSTRUCT]ONS 'FO $]DDERS
Page l0 nf 10
17.7. A cantract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day af the Bfd
opening un[ess extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon ti�e contractor award a Notice of Award will 6� issued by
the City.
I 7.7.1, The confractor is required to fill out and sign the Ccrti�cate of Interested
Aarties Form I295 and the form must be snbtnitted to the Project Manager
befare the contract will �e presented to the City Council. The form ca� 6e
obtained at htt s:,'/www.ethics.state.tx.usidata/forms.�1�95/1295.�df
t7.8. Pai[ure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
1 S.l. When City issues a Notice of Award to the Successful Bidcfer, it wiil be accompanied
by the required number of unsigned counterparts of the Agreement. Within 14 days
thereafter Contractor shaIt sign and deli�er the required number of counterparts ofthe
Agreement to City with the required Bonds, Certificates of Insurance, and all othe��
required documentation.
18.2. Failur� to execute a duly awarded contact may subject the Contractor to penalties.
18.3. City shall thet•eafYer deliver one fully signed counterpart to Contractor.
END OF SECTION
C1TY OF FQRT Wt�RTH Wcst 7th Strcct ]m�sravcments
STqNDAR➢ COiVSTRUC'fION SPECIFiCATION DOCUMEIVT City Project No. 1D1555
Temporanly Revised April 24, 2020 due to COVIDI9 rmergency
003215-0
COIVSTRLSC'f[ON PROGRESS SCHCDUL�
Pagc 1 nf 10
SECTION 00 32 i5
CONSTRUCT[ON PRO.iECT SCHEDULE
PAAT1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for the preparatior�, submittal, updating, status reporting and
mana�ement of the Construction Project Schedule
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections includ�, but are not necessarily limited to:
1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requireme�tts
D. Purpose
T�e City of Fort Worth (City} is committed to delivering quality, cost-effective
infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a
properly structured schedule with accurate updates. This supports eifective manitoring
of progress and is i�nput to critical decision making by the project manager throughout
Che life of the project. Data from the updated project schedule is utilized in status
reporting to various levels of the City organization and the citizenry.
This Document complements the City's Standard Agreement to guide the constructian
contractor {Contractor} in preparing and submitting acceptable schedules for use by the
City in project del�very. The expectation is the performance of the work follows the
accepted schedule anci adhere to the contractual timeline.
The Contractor will designate a qualified representative (Project Scheduler) responsible
for developing and updating tY�e schedule and preparing status i-eporting as required by
the City.
1.� PRiCE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this ltem is considered su6sidiary to the various items 6id.
No separate payment will be allowed for this item.
2. Non-compliance with this specification is grounds for City tQ witl�hold payment of
the Contractor's invoices until Contractor achieves said compliance.
1.3 REFEA�NCES
A. Project Schedules
Each p�-oject is represented by City's master project schedule that encompasses the
entire scope af activities envisioned by the City.to properly deliver the work. When the
City contracts with a Contractor to perForm construction af the Work, the Contractor
Cl'1'Y O� PORT WORTH West 7th Street lmprovemcnls
STANDAE2D SP�.CIFICA'f[ON Cily Project No_ ]D1555
Revised JULY 20, 2018
0032 is-a
CONS'fALICT[ON PROGRESS $Ci�C:�UL�;
Page 2 of' I 0
will develop and maintain a schedule for their scope af work in alignment with the
City's standard schedule requirements as defined herein, Tl�e data and information of
each such schecEule will be le�eraged and become integral in the master projecf
schedule as deemed appropriate by the City's Project Control Specialist and approved
by the City's Project Mar�ager.
1. Master Project Schedule
The master project schedule is a holistic representatipn of the sched�led acti�ities
and mElestones for the total project and be Critica! Path Method (CPM) based. The
City's Peoject Manager is accountable for oversight af the development and
maintaining a nnaster project schedule for each project. When the City cantracts for
the design andlar construction ofthe project, the master praject schedule will
incorporate etements of the Design and Construction schedules as deemed
appropriate by the City'"s Project Control Specialist. The assigned CEty Praject
Contro[ Specialist creates and maintains the rr�aster project sched�le in Pb (City's
scheduling software),
Constructian Schedule
The Contractor is responsib[e for developing and maintaining; a schedule for the
scope of the Contractor's contractual requirements. The Contractor will issue ar�
initia[ schedule for review and acceptance by the City's Project Control Specialist
and the City's P��oject Manager as a baseline schedule for Con.tracto�'s scope of
wark. Contractor will issue current, accurate updates af their scheduie (Progress
Schedule) to the City at the end of each month throughout the ]ife of their work.
B. Schedule Tiers
The City has a portfalio of projects that vary wide[y in size, complexity and content
requiring different scheduGng to effectively deliver each project. The City uses a
"tiered" appraach to align ihe praper schedule with the criteria fo�- each project. The
City's Aroject Manager determines the appropriate schedule tier for each project, and
includes �hat des�gnation and the associated requirements in the Contractor's scope of
work. The following is a summary of Ehe "tiers".
1. Tier 1: Small Size and Short Dura#ion Project (dEsign not required)
The City develops and maintairas a Master Praject SchedL►le for the project. No
schedule submittal is required feom Contractor. CEty's Project Control Specialist
acquires any necessary schedu�e status data or information through discussions with
the respective party on an as-needed basis.
2. Tier 2: Scnall Size and Short ta Medium Duration Project
The City develops ar�d maintains a Master Project Schedule for the project. Thc
Contractor identifies "stark" and "finish" milestone dates on key elements of theit�
worf� as agreed with the City's Project Manager at the kickoff of their work effort.
The Contractor issues ta the City, updates to the "stat-t" and "finish" dates foe sUch
milestones at ttte end of each manth throughout the life af their work on the pz-oject.
3. T'ier 3: Mediurn and Large Size ancE/or Complex Projects Regardless of Duratian
The City develops and maintains a Master Project Schedule for the project. The
Contractor develops a Baseline Schedule and maintains the schedule of their
respective scope of work on the �roject at a level of detaiE (generally Leve� 3) and in
CITY OP FOA'1' WORTH West 7th Street impro�ements
STANllARD SPF.CiP[CA'1�ION City Project No_ t01555
l2eviscd JULY 2Q 20 ] 8
0032l5-0
CONSTRUC'170N PROGRGSS SCHCDULE
Page 3 of 10
alignment with the WBS structure in Section 1.4.H as agreed by th� Project Manager.
The Contractor issues to the City, updates of their respective schedule {Progress
Schedule) at the end of each month throughou# the fife oF their work on the project.
C. Schedule Types
Project delivery for the City utilizes two types of schedules as noted be3ow. The City
develops and maintains a Master Project Schedule as a"baseline" schedule and issue
monthly updates to the City Project Manager {end of each month) as a`°progress"
schedule. The Contractor prepares and suhmits each schedule type to fulfill their
contractual requirements.
Baseline Schedule
The Contractor develops and submits to the City, an initial schedule for their scape
of work in alignment with this specification. Once r�viewed and accepted by the
City, it becomes the "Baseline" schedule and is the basis against which all progress
is measured. The baseline schedu�e will be updated when there is a change or
acldition to the scope of work impacting the duration of the wark, and only after
receipt of a duly authorized change order issued by the City. In #he event progress is
significantly behind schedule, t�e City's Project Manager may authorize an update
to the baseline schedule to facilitate a more practica] evaluation of progress. �1n
example of a Baseline Schedule is provided in Specification 00 32 15.1
Constructian Project Schedule Baseline Example.
Progress Schedule
The Contractor updates their schedule at the end of each month to represent the
progress achieved in the work which includes any impact from authorized changes
in the work. The updated schedule must accurately reflect the current status of the
work at that point in time and is refer►•ed to as the "Progt•ess Schedule". The City's
Project Manager and Pro3ect Contro� Specialist reviews and accepts each progress
sc�edule. In the event a progress schedule is deemed not acceptable, the
unacceptable issues are identified hy the City within 5 working days and the
Contractor must provide an acceptable progress schedule within 5 warking days
af�er receipt of non-acceptance notification. �1n example of a Progress Schecfule is
provided in Specification 00 32 15.2 Construction Project Schedule Progress
Example.
1.4 CITY STANDARD SCHEOULE REQUIREMENTS
The following is an overview of the mett�odology for developing and rnaintaining a
schedule for delivery of a project.
A. Schedule Framework
The schedule will be based on the defined scope ofwor�C and follow the {Critical Path
Methodology} CPM method. The Contractor's sched�le wili align with the requirements
of this speciiication and will be cost loacled to reflect their plan for execution. Overall
schedule duration will align with ihe contractual requirements for the respective scope of
wock and be reflected in City's Master P►�oject Schedule. The Pt�oject Number and Narne
of the Project is required an each scheduie and rnust match the City's project data.
B. Schedule Fi1e Name
CI'TY OP C'OR�1� WORTH West 7lh Street 6nprovemenls
5'PA�IDARD SPECIPICATION City Project No. 101555
Rc�ised JUI.Y 2D, 2a18
003215-0
CONS"fRiJCT10N PROGRESS SC}IEDUi�E
Page 4 of 10
AII schedules submitted to the Cify for a project will have a file name that begins wi�h the
CEty's project number followed by the.name of the project followed by baseline (if a
baseline schedule) or the year and month {if a progress schedule), as shown below.
a Baseline Schedule File Name
Format: City Project Number_Project Name Baseline
Example: 1O1376 North Montgomery Street HMAC Baseline
• Progress Schedule Fiic Name
Format: City Project Number_Project Name YYYY-MM
Example: 1 Q l 376_North Montgomery 5treet HMAC 24I S O 1
� Project Schedule Progress Narrative File Name
Format: City Project Number_Project Name PN YYYY-MM
Example: 101376_North Montgomery Street HMAC PN 2Q18 Ql
C. Schedule Templates
The Contractor will utilize the re]evarzt sections fi•om the City's templates provided in the
City's document management system as the basis for creating their respectiv� project
schedule. Specifcally, th� Contractor's schedule will align with the layout of the
Construction section. The templates are identified by type af project as noted below.
� Arterials
� A�iation
• Neighborhood Streets
o Sidewalks (later}
o Quiet Zones (later}
� Street Lights (later)
� Intersection Impro�ements (later)
� Parks
� Storm water
� Street Maintenance
� Traffic
• Water
D. Schedule Calendar
The City's standard calendar for schedule development pur�oses is based an a 5-day
workweek and accounts for the City's eight standard holidays (New Years, Martin Luther
King, Memorial, Independence, Labor, Thanksgiving, day after Thanlcsgiving,
Christmas). The Contractar will esta6lish a schedule calendar as part of #he schedule
de�elopment process and provicle to the Project Control 5pecialist as part of the basis for
their scheduie. Variatians between the City's calendar and the Contractor's calendar
must be resolved prior to the City's acceptance of their Baseline pt•oject schedul�.
E. WBS & Milestone Standards %r Schedule Development
The scope of wark to be accotnplished 6y the Contractor is represented in the schedule in
the form of a Work Breakdown 5tructure (WBS). The WBS is the basis for the
deveiopment of the schedule activities and shall be imbedded and ciepicted in the
schedule.
CITY OF PORT WOR"1 H West 7Fh Street [mprovemenls
S"CANDAItU SPP,CEFICAT[ON City Projcct No_ 1O1S55
Revised ]ULY 20, 2p I 8
0032 i5-0
CONSTIZUCTEON PROCiRESS SCHEDULE
Page S of 10
The fo�Iowing is a summary ofthe siandards to be followed in pi-eparing and maintaining
a schedule far project delivery.
Coniractor is i-equired to utilize the City's WB5 structure and respective project type
template foi� "Construction" as shown in Section 1.4.H below. Additional activities
may be added to Levels 1- 4 to accommodate the needs of the organization executing
the work. Specifically the Contractor wi]] add activities under WBS XXXXXX.80.83
"Construction �xecution" that delineates the activities associated with the various
components of the work.
2. Contractor is rec�uired to adnere to the City's Standard Milestones as shown in
Section 1.4.I below. Cor�tractor will include additional milestones representing
intermediate deliverahles as required to accurately reflect their scope of worl�.
F. Schedule Activities
Activities are the discrete elements of work that make up the schedule. They will be
organized under. ihe umbrella oF the WBS. Activity descriptions should adequately
describe t�e activity, and in some cases the extent of the activity. All activities are
logically iied with a predecessor attd a successor. The only exception to this rule is for
"project start" and "project finish" mi�estones.
The activity duration is based on the physical amount of work to be performed for the
stated activity, with a maximum duration of 2Q working days. If the work for any one
activity exceeds 20 days, break that activity down incrementaIly to achieve this duration
constraint. Any exception to this requires review and acceptance by the CiTy's Project
Control Specialist.
G. Change Orders
When a Change Order is issued by the City, the impact is incorporated into the previously
accepted baseline schedule as an update, to clearly show impact to the project timeline.
The Contractor submits this updated base]ine schedule to the City for review and
acceptance as described in Section t.5 below. Updated baseline schedules adhere to the
following:
1. Tirne extensians associated with approved contract modifications are limited to the
actual amo�.int of time the project activities are anticipated to be delayed, unless
otherwise approved by the Program Manager.
2. The re-baselined schedule is submitted 6y the Contractar within ten workdays after
the date of receipt of the approved Change Order.
The changes in logic or durations approved by the City are used to analyze the impact
of the change and is included in the Change Order. The coding fpr a new activiiy(s)
aclded to the schedule for the Change Order includes fhe Change Order number in the
Activity ID. Use as mar�y activities as needed to accura�ely show the work of the
Change Order. Revisions to the baseline schedule are not effective until accepted by
the City.
H. City's Work Breakdown Structure
CITY OF FOA"f WOR"fH West 7th Slrcel lmprovemcnts
STANDARD SPECIFICATION City Praject No. 1Q1555
Revised ]ULY 20, 201$
003215-0
COt�S'1�liUC"1"lON PRQURESS SCI-IEDUi.P.
Page 6 of l0
WBS Code WBS Name
XXXXXX Praject Name
XXXXXX,30 Design
XXXXXX.30.10 Design Contracfior Agreement
XXXXXX.3Q.20 Conceptual Design (30°/a)
� XXXXXX.3030 Freliminary Design (6�%)
XXXXXX.30.40 Final Design
XXXXXX.30.50 Environmenta]
XXXXXX.30.60 Permits
XXXXXX.30.b0.10 Permits - Identifcation
XXXXXX.30.6Q.20 Permits - Review/Approve
XXXXXX.44 ROW & Easements
XXXXXX.40.10 ROW Negotia�ions
XXXXXX.4020 Condemnation
XXXXXX.70 Utility Relocation
XXXXXX.70.14 Utility Relocation Co-ordination
XXXXXX.80 Construction
XXXXXX.80.81 Bid and Award .
XXXXXX.80.83 Construction Execution
XXXXXX.$0.85 Irtspection �
XXXXXX.80.86 Landscaping
XXXXXX.90 Closeout
XXXXXX.90.I0 Construction Contract Close-out
XXXXXX.40.40 Design Contract Closure
L City's Standard Milestones
The following milestone activities (i.e., important events on a project that mark critical
pocnts in time} are of particular interest to the City and must be reflected in the prnject
schedule for all phases of work.
Activi _ty ID
Design
3020
3040
310p
3120
3150
3160
3170
3220
3250
3260
C[TY OP FOlt"C WOKfH
S'L'ANDARD SPEGFICATIOT�'
Rcvised JULY 20, 2018
Acti�ity Name
Award Design Agreement
Issue Notice T'o Proceed - Design Engineer
Design Kick-off Meeting
Submit Conceptua] Plans to Utilities, ROW, Traffic, Parks, Storm Water,
Water & 5ewer
Peer Rcview Meeting/Design Rev�ew �neeting (technical)
Conduct Design Public Meeting # 1(required)
Conceptual Design Camplete
Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic,
I'arks, Storm Water, Water & Sewer
Conduct Design Public Meeting �#2 (required}
Freliminary Design Complete
West 7th Street improvcmcnts
Cily Project N o. l D] 555
003215-0
L'ONS'I�RUC'fION PROGRE55 SCHEDULE
Pagc 7 of l0
3�ia
3330
3360
Submit Final Design to Lltilities, ROW, Traffic, Parks, Storm Water,
Water & Sewer
Conduct Design Public Meeting #3 (if required)
Final Design Comptete
ROW & Easements
4000 Right of Way 5tart
4230 Right of Way Complete
Utility Relocation
7000 Utilities Start
7120 Utilities Cleared/Complete
Construction
$id and Award
8110
8150
8240
Start Advertisement
Conduct Bid �pening
Award Construction Contract
Canstruction Execution
8330 Conduct Construction Public Meeting #4 Pre-Canstruction
8350
$370
8540
9130
9150
9420
1.5 SUI3MITTALS
Construction Start
Substantiat Completion
Construction Completion
Notice of Completion/Green Sheet
Construction Contract Closed
Design Contract Closed
A. Schec�ule Sub�nittal & Review
The City's Project Manager is responsible for reviews and acceptance of the Contrac#or's
sched�ie. The City's Pr•oject Control Specia]ist is responsible for ensuring alignment of
the Contractor's baseline and progress schedules with the Master �roject Schedule as
support to the City's Project Manager. The City ��eviews and accepts or rejects the
schedule within ten workday.s of Contractor's submitta[.
Schedufe Format
The Contractor wi�l subm�t each schedule in two �lectronic forms, one in native �'ile
format (..�r, .xml, .mpx) and the second in a pdf format, in the Ciky's docu�nnent
management system in the location dedicated for this purpose and identified by the
Project Manager. In the event the Contractor does not use Primavera P6 or MS
Project for scheduling purppses, the schedule infarmation �nust be submitted in .xls ar
.xlsx format in compliance with the sample layout (See Specification 00 32 115.1
Construction Project Schedule Baseline Example}, including activity predecessars,
successors and total float.
2. �nitial & Baseline Schedule
The Contractor will develop their schedule for their scope of work and submit their
initial schedule in electranic form (in the file formats noted above), in the City's
document management system in the iocatio� dedicated for this purpose withrn ten
workdays of the Natice ofAward.
CI']'Y �P �ORT WOR`1'H Wcst 7th Street Improvements
STANDARD SYECff ICnT10tV Cily ProjcclNo. ]01555
[tevised JUI.Y 2D, 20 ] $
003215-0
CONSTAUC770N PROGRP;SS SCHEDULE
Page S of l0
The City's Project Manager and Project Control Specialist re�iew this initial schedule
to determine alignment wEth the City's Master Praject Schedule, includi�g format &
WBS structure. Following the City's review, feedbac[c is provided to the Contractor
%r their use in finalizing thEir initiat schedule and issuEng {rvithin five workdays) their
8aseline Schedule for iinal review and acceptanc� by the City.
3. Progress Schedule
ihe Contractor will update and issue their project schedule (Progress Schedule} 6y the
last dny af each month thraughout the life of their work on the project. The Progress
Schedule is submitted in eEectronic form as noted above, in the Ciry's document
rnanagement system in the ]oca#ion dedicated for this purpose.
The City's Project Control team re�iews each Pro�ress 5chedule for data and
information that suppart the assessment of the update to the schedule. In the event
data pr information is missing ar irtcomplete, the Project Controls Specialist
communicates directly with the Contractor's scheduler for prov�ding same. The
Contractar re-submits the corrected Progress Schedule within 5 warkdays, following
the sub�nittal process noted above. The City's Project Manager and Project Control
Specialist review the Contractor's progress schedule for acceptartce and to monitor
performance and progress.
"I'he following list of items are required to ensure proper status information is
containecf in the Progress Schedule.
o Baseline Start date
� Saseiine Fin�sh Date
o % Comp[ete
� Float
� Activity Logic (dependenci�s)
• Criticat PatE�
o Activities added or deleted
• Expected Baseline Finish date
• Variance to the Baseline �'inish Date
B. Month�y Construction S#atus Report
The Contractor sub�nits a written status report {referred to as a progress narrative) at the
end of each month to accompany the Progress Schedule submittal, using the standard
fnrmat provided in Specificatian 00 32 15.3 Construction Project Schedule Progress
Narrative. The content of the Construction Project Sch�dule Progress Narrative should
be concise and complete to:
� Reflect the current status of the work for the reporting period (�ncluding actual
activities started and/or campleted during t�ae reporting period)
• Explain variances from the baseline on critical path activities
� Explain any potentia] schedule conflicts or detays
o Describe recovery plans where appropriate
� Providc a summary forecast of the work to be achieved in the next reporting periad.
C. Submittal Process
CITY OY' FC)RT WORTH Wcsl 7th Street [mprovcments
S'fANDARD SPECIFiCAT�OT1 City Projccl No. 101555
Revised JULY 20, 2fl18
. D03215-U
CONSTRUCTION PROGRI:SS SCHEDUi,E
Page 4 of 10
� Schedu�es and Monthly Construction Status Reports are submitted in Buzzsaw
following the steps out�ined in Specificatiqn QO 32 15.4 Construction Praject
Schedule Submittal Process.
� Once the project has been completed and Final Acceptance has been issued by the
City, no further progress sch�dules or construction status reports are required from
the Contractor.
1.6 ACTION SUBMITTALS/INFORMATIONAL.SUBMITTALS [NOT USEDj
l.i CLOSEOUT SUBMITTALS jNOT USED�
1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED�
1.9 QUALITY ASSURANCE
A. The person preparing and revising the Contractor's Pr•oject ScheduIe shall be
experienced in the preparation of scheduies of sirnilar complexity.
B. Schedule and supparting documents addressed in this 5pecification shall be prepared,
updated and revised to accurately reflect the performance of the Contraclor's scope of
woric,
C. 1'he Contractor is responsible for the quality of ai� subnriitials in this section meeting the
standard of care for the consiruction industry for simiiar projects.
i.10 DELIVERY, STORACE, AND HANDLING �NOT US�DJ
111 F'I�LD �S�TE� CONDITI�NS �NOT USED�
I.1� WARRANTY [NOT USED�
i.13 ATTACHMENTS
Spec 00 32 15. l Construction Project Schedule Baseline Example
Spec 00 32 15.2 Construct'ion Project Schedule Progress Example
Spec 00 32 15.3 Co�struction Project Schedule Progress Nai-rative
Spec 06 32 15.4 Construction Project Schedule Submitta] Process
PART 2 - PRODUCTS �NOT iJSEDJ
PART 3 - EXECUTION [NOT USEDJ
END OF SECTION
CITY OF POCZ'1� WOATH West 7th Street Improvemenls
5'fANDAItD SPECIFICATIO�V City Projcci No. 10] 55S
Revised 3ULY 20, 2018
003215-0
COIVSTCZUCTION PROGR�.SS SCH�;llUL�,
Pagc 10 of I 0
Revisia�t i.og
DATE NAME SUMMARI' OF CHANGE
July 20, 201$ M. 3arrel] Initia] Issue
CiTY OP FORT WORTH West 7th 5treet Lmprovements
S'1'ANDARll 51'�,C1r�lCA'L70N City Praject No_ 1U1555
Rcv�s�d IULY 20, 20l R
OD 35 13
CONFI.ICT OF IlVTEREST AFFIDAVIT
Page 1 of E
SECTIOIi� 00 3§ 13
CONFLICT OF INTEREST STATEMENT
Each bidder, offeror ar respondent ta a City of Fart Worth pzocwrement is required to oomplete a
Conflict of Interest Ques#ionnaire or cez�ify t�a.t o�e is cuxxent and on fiIe with the City
Secretary's Office pursuant ta state law.
If a member af the Fort Worih City Council, any one or mora of the City Manager or Assistant
City Managers, or an agent of the City who exercises discretion in the planning, recommending,
selecting or contracting with a bidder, offeror or respondent is affiliated with your com�any, then
a Local Government Officer Conflicts Disclosure Statement {CIS) may be required.
Yau are �trged to consult with counsel regarding tt�e appticabiliiy of these forms and Local
Government Code Chapter 176 to yQ�r company.
The referenced forms may be downlaaded fro�n the links provided below.
https:/Iwww. ethics. state.tx.us/data/forms/canffict/CIQ.�
https://rvww.ethics.state.tx.usldatalforms/conflict/CIS.�df
� CIQ Porm is on file with City Secreiary
0 CIQ �orm is being provided to the City Secretary
Q✓ CIS Form does not apply
0 CIS Form is on File with City Secretazy
0 CTS �'orm is being provided to the City Secretary
�; .l_�7�1�
� t S �. By: �� w, c o S �� ��-e .� Q�
Compa se Print �
t S 2 U Q� r is < r �. Signature:
Addxess
. [�rc...a� �.a:r; �- �'k r(SA�u Tit1e: [/acs�c.1�'
Ciiy/S#ate/Zip (Please Print)
EI�TD OF SECTIOI+I
C1TY OP FORT WOILTXT West 7th 5treet Improvements
STANDARD CONSTRUC'I'1pN SPECIFICATION DOCUMENTS City Project Tlo. ]01555
Revised February 24, 2020
00 41 00
BID FOFZM
Page 1 of 3
SECTIOP! 00 41 00
Bld FORM
TO: The Purchasing Manager
clo: The Purchasing Division
200 Texas Street
City af Fort Worth, Texas 76102
FO�t: West 7th Street Improvements
City Project No.: Ci#y Project Number 1Q1555
UnitslSections: UNIT I: Pa�ing Impro�ements
UNIT III: Traffic Signals and Lighting
UNlT IV: Landscape and Irrigation
UNIT V: Signage and �avement Maricings
7. Enter Into Agreemeni
�fhe undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in khe form
included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Con#ract Documents
for the Bid f'rice and within the Contract Time indicated in this Bid and in accordance with the other terms and
conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting khis Bid, Bidder accepts all of the terms and conditions o# the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDC]ERS, including without limitation those dealing with the disposition o� Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, wEll do so pending contract award, and will
pravide a valid insurance certificate meeting al! requirements within 14 days of notification of award.
2.3. Bidder eertifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
intiividual or entity and is no� submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or sQlicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has nat engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the �urposes of khis Paragraph:
a. "corrupt prackice" means the offering, giving, receiving, or soliciting of any thing of �alue likely to
influence the ackien of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the
bidding pracess to the detrirr�ent of City (b} to establish Bid prices at artificial non-compe�itive
levels, or (c) to deprive City of the benefits of free and open campetition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or
without the knowledge of City, a purpose of wE�ich is to establish Bid prices at arti�cial, non-
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOEUhAENTS West 7tB Street Improvemenfs
Form Revised March 9, 2020 City Project No. 101555
00 47 OD
BID FOP2M
Page 2 of 3
competitive levels.
d. "coercive practice means harming or threatening to harm, directly or int�irectly, persons or their
��
property to influence their participation in the bidding process ar affect the execution of the
Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be per�ormed only by prequafified contractors and
subcontraetors:
a. Asphalt Paving ConstructianlReconstruction (greater ihan 15,000 square yards)
b. Concrete Pa�ing ConskructionlReconstruction ({ess than 15,OOQ square yards)
c. Roadway and Pedestrian Lighting
G
4. Time of Completion
4.1. The Work will be complete for FinaE Acceptance within 300 days after the date wf�en the
the Contract Time commences to run as pro�ided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the pravisions of the Agreement as to liquidated damages in the event of failure to complete
the Work wiihin the times specified in the Agreement.
5. Attached to this Bid
7he following documents are attached to and made a part of khis Bid:
a. This Bid Form, Section 04 41 00
b. Required Bid Bond, Section DD 43 13 issued by a sureky meeting fhe requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, 5ection DO 42 43
c�. Vencior Compliance �0 5tate �aw Non Resident Bidder, Section DO 43 37
e. MWBE Forms {optional at time of bid}
f. Prequalification Statement, 5ection DO 45 12
g. Canflict of Interest �4#€'i�a�rit-Statement, Section 00 35 13
*If necessary, C!Q or CIS farms are to be provided dir�ctly to City Secretary
h. Any additional documents kha# may be required by Section 12 of the Instructions to Bidders
6. 7otal Bid Amount
6.1. Bidder will complete the Work in accordance wikh the Contract Documents for the following bid amaunt. In
the space provided below, please en#er the total bid amount for this project. Only this figure will be read
pubficly by the City at the bid o{�aning.
CITYOF FORT WORTFi
STANDAR� COiVSTRUCiION SPECkFICATION DOCUMENTS West 7th Street lmprovements
Form Revised March 9, 2U24 Ciiy Project No. 1D1555
00 41 00
BID FORM
Page 3 of 3
g,2, It is understood and agreed by the Bidder in signing this proposal that the total 6id amount entered below is
subject to verification andlor modification by multiplying the unit bid prices for each pay item i�y the respecti�e
estimated quantities shown in this proposal and then kotaling all of the extended amounts.
6.3. Total Bid
�41a3?� �Q3.OD
�. Bid Submiital
This Bid is submitted on
Respeckf ed, ; r '
By:
,� Sig. tur
' Re es Grou Ltd.
(Printed Name)
by the en�ity named below.
Title: President
Company: Reyes Group Ltd.
Carporate Seal:
Address:
1520 Parker Road
Grand Prairie, TX 75050
State of Incorporation: Illinois
Email: �� � "-
_ _ --�... �-
Phone: 214-26R-3535
ER1D OF S�C�ION
CIN OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS West 7th Street Improvemenls
Form Revised March 9, 2020 City Project No. 104555
0o a2 a3
BID FOAM
Paga ! ol 3
SECTION 00 42 43
PE20POSAI� 1 �ORM
CITY OF FORT WORTH
STANDARD CONSTRUCTION SP�CIFICRTION �OCUMEMTS Wes171h Streel Improvemenls
Form Revised Mazch 9, 2020 Ciry Pfo�ecl No. 101555
Uli1IT PRICE BID Bidder's Application
OD 42 43
BIP FOFtM
Page 2 oF 3
SF,C7'ION Ikll 42 43
PROPOSAi., FORM
UI�1IT PRICE BID
Project Item informatio»
Bidlist DescripuoEi Specificatio� Unit
item No. Scclion No. Meas�
4R 3���3054 Fumish and Iustall LLD Lighdng I�ixlw'c 34 4! 2D EA
Washin ton
49 3441.320i LEDLi htin F�ixture 34A1 20 EA
50 344133021ZDWY lllitm Foundation TY 3,S,G, and 8 33 41 20 �A
51 3441.3303RDWYIIIwnFoundatiw�T 7 344120 FA
52 3A41.3323 Furnish and [nstall 8' Woad Li �t Pole Arm 344i 20 EA
53 34413501 Salva e Slreet Li h[ Pofe 34 41 20 1:A
54 2605A l l I FurnishAnstall �lec Sery Pedestal 26 05 00 EA
55 26053015 2" CO�TDT PVC 5CW 80 (T) 26 OS 33 LF
56 2G053016 2" CO�ID'P PVC SCH 80 (I3} 26 OS 33 I.F
57 2605.3025 3" CONDT NVC SCH 80 f��) 26 OS 33 LF
5$ 2605302G 3" COIVi)T PVC SCH SO (A) 26 OS 33 LI�
59 3441.1001 3-Sect Si nal Head Assemhl 34 41 10 GA
60 3441.1p02 4-Sect Si nal Head Assembl 3441 ]0 EA
61 34411003 5-Sect Si Eial Head Assembl 34 A1 10 CA
62 3441.101 f Ped Si nal Head Assen�bi 34 41 10 EA
63 3441.1021 2"Ped I'ush f3TN Slalion W! Si i 34 41 10 EA
G4 3A41.1031 Au�lible Ped I'nshbulton Slation 34 A1 10 �A
65 3441.1215 Fumish/Install H brid lleleclion S stem 34 41 10 APh
66 3441.1217 Farnisl�/Install H 6ricl Acicclion Ca61e 34 4i 10 LF
67 3441.1220 Fi�rnish/Install Model 71 1 Prcemptioii I]eteclor 34 4i 10 FA
68 3441.1224 Furnislallnstall Preem tio�� Cable 3441 ]0 LF
G9 344i.1310 4!C 14 AWG ivlulti-Conductor Cable 3A 41 10 LF
70 344L1311 51C l4 AWG MuHi-Conduc[or Cahle 34 41 10 L�
71 344t.131271C14AWGMuMi-ConductorCable 344E 10 LF
72 344I.1314 1DIC 14 AWG Mul1i-Conductor Cable 3a 41 ]0 LF
73 344L1315 20lC 14 AWG Mul1i-Conc�uc[or Cablc 34 41 ]0 LP
74 3441.1322 3/C ] 4 AWG Mulli-Conductor Ca61e 34 4l ]0 ],�
7S 3441.1408 NO 6 Insulaled Llec Condr 34 41 ]0 LF
76 3441.1409 NO $ Insulaled F.lec Condr 34 41 10 L.F
77 3441.1413 NO 6 �are L'lec Condr SLD 34 4l ]0 L�
i8 3441.1414 NO 8 Bare Elec Conclr 34 41 10 I F
79 3441.150] Gmund Box T e ll 34 �11 ]0 GA
80 3441.1601 F�irnisl�llnslall 5' Pedeslri�n Push Rul[on I'ole 34 41 ]0 PA
8l 344 L 1603 Fiirnisl�llnslall 10' - 14' E'cd Pole Assmbly (10� 34 4l 10 GA
82 3441.16ll Furnishllnslall T 41 Si ual Pole 34 4l 1D GA
83 3441. � 613 Purnishllnslall T' 43 Si nul Pole 34 4l ]0 EA
84 3941.1615 I�urnisl�llnslall7' 45 Si nal Polc 3441 ]d EA
85 3941.Ifi23 Furnish/13�s1�11 [vias[ Arm 16' - 36' (1-24', 1-28', 2- 34 41 ] 0 6A
32', 1-3Cr')
R6 3441.1624 Furnisiillnstall Masl Arm 40' - 4S' (1-4-0', l�8') 34 4l ]0 F.,A
87 3441.1625 Fun�ishflnstltl Mast Ann 52' - 6D' (1-56') 34 41 ]0 EA
88 3�141.1701 7'Y 1 Si ual Foundalion 34 41 10 BA
89 3441. E703 TY 3 Si nal Foundalion 34 41 14 L.A
4D 3441. t 744 TY 4 Si na] 1'�ouudaFion 34 41 10 TA
91 3441.1705'1'Y 5 Si ua] Feim�3ation 34 41 ID EA
92 3441.1725 Fi�rnishllnstall ATC Si nal Controllcr 34 A1 10 EA
93 3441.17�41 T'vriiisEi/lnstal3 3S2i Controller Cahinet Assembiy 34 A1 10 EA
J4 3441.2002 Dis osc Pull Traffic Si nal 34 41 13 �A
95 34413110 Instali I.i Ulin Fixlure 34 41 20 FA
96 3441.3201 LCD Li hlin I•ixture 34 41 20 EA
97 3441.A00! Fumislilluslall Alum Si n A�ast Arm Mo�iail 34 A1 30 LA
98 3441.4007 Install Aleuu Si u Ex Polc Mounl 34 41 30 GA
99 9999.0007 ]'1'Z Camera 00 00 00 . EA
CITY OF FDRT WORTH
STAN�ARO CONSTRUCTION SPEGIFICATION �OCUMENTS
Form Revised March 9, 2020
B id
Bidder's Application
Biddc3's Proposal
ity Unit Pricc 6id Vahic
Sd $1,910.00 $152
5 $725.00 $3
28 $1,7SL50 $45
SO �1,265.00 �101
5 $411.00 $2
51
2
315
48fl
255
685
31
2
A
17
19
19
22
3890
12
2255
17a
1315
i
$2,4{�1
44 $2
38i0 $z
24 $2
i735 $2
11 $1,087
4 $845
S $1,087
5 $8,223
2 �8,551
1 $11.841
5 �2,388
2 $3>370
1 $5,619
6 $1,265
5 $4,GS l
2 $6,37&
] $6,910
5 $5,362
5 $ I 8,586
1
$28,81
1
$8,70D
$41,117
$17,102
$11,841
$11,942
$G,741
757
$12,805
$3,750
� ] 0,750
$31,372
�9,177
Wesi 7th Street Improvemen�s
Ciry Pmjecl No. 701555
00 42 43
BID FORM
Page 3 of 3
U1�1IT PRICE BID
�*�* AS NOTF..11
CIFY OF FORT WOBTH
STANDAR� CONSTflUGTION SPEGIFICA710N �OCUMENTS
FOYm fleviSed Marth 9, 2020
SCCTION (10 42 43
PROPOSAL F�R1v1
Bidder's Application
Wes1 71h $iree[ Improvemen[s
Clty Project Dlo. 101555
NOTES: '# R�FF.R Tn SPECIFICAT10�1 E�OR A MOi)ULAR (MULTI OR SINGLC CAMFRA) VIDEO Dli'['GCTIOiV SYSTEM
J6�i�11JY� ��l 4.'Z �3
g�� �d��
KI�OW AI�L �Y iH�S� PR�S�NYS:
administrators, suecessors and assigns, jnir�tly and se�erally, firmly by these presents.
ihat we, Reyes Group, LYd , knowr► as
°Bidder" herein and Tra�elers Casualty and Surety Company of Arr�erica a aornorate surety
�4u�r a�thflx�zecE to �� bs�si�e�� ir� ft�e ��ake r�€ Texas, Icnuuur► a� "�t��Ey" het�3n, are helct and fs�ly l��t�►�c3 c�r�to �h� City �f
Fort Worth, a rnunicipa� corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of
five percent (5%) of �idder's maximum bid price, in lawFul man�y of fh� United Staies, io he paid in Fort Warth, Tarrant
Gounty, Texas far the payment of which sum well and truly to be made, we bind ourselves, �ur heirs, executors,
vdi-iERCAS, iiie YPif1GIE7�I ha� �u'vtr�itieci a bia or propos�l to perform VIlOfI( .�6f ihe iollo�avin� proj�cf
designaied as West 7th Street lmprovements
NOW, TH�F2EFORE, the concfition of this abligat+on is such that if the City shall award
the ��traet for the foreg�ing project t�r the Principal, and the PrEnc'tpa4 sha11 satisfy a!I reqt�irernents and conditions
rPquire�+ for thp �X?CLltiOf? !i� f�!a �4!?�1'�Gt �!tCE S�?��I �ntaP i�!tn t�7� ('•r�tl�f?� It1 is�rritj�� �n�ifi� ��g rltji I!? �GCC�C�3i1Gp +Nl��i fha
f�rrsss af suc�r sarrre, th�n �his tibT�c�a�ion shafi �ie arr� b��orne r[t�#} arrd votd. ff, Froweuer, ��� �'t+ncipafi faf#s to �e��te
such Contract in accordance with th�; terms of same or fails to satisfy all requirements and canditions required for the
execution of the Contract, this bond sY�all become the properky of the City, without recaurse af the Principal ancilor 5urety,
not to excead the p�nalt� he€eof, anci�sl�ail�be u��d ta corrtpGnsate Gity �iar 4i�e diiference�bet+rJean �rincipai's iotai k�id
amount anek the nexf selected bidder's fotai bid amaunt•
FROVf�7ED FuRT�ieR, tnat if ar�y Eegai aoiio�t be iil�d on thE� nond, ve��ue snal[ lie ir� Tar�ant Caurtty,
iexas or the United 5tates District Gourt for the Narthern pistrict of iexas, Fort Worth bivision.
!N WITNESS WHEREOF, the Principal and the Surety ha�e SIGNED and SEALEb this instrum�nt by
duly authorized agents and officers on this the 5th day af Navember , 2020.
AT-('EST: ` i
� i .,..a.d�~ .
Witness as to F'rincipal
P�INCIPA�.:
Ftey�s �rQup Ltd.
� n
i '
�Y:
5ignatur
in& c aS re1. (�C�4Ps, — i' re'S:dt..'�
�me and ie
Address: �1520 Par[cer Road
Grand Prairie�_7X 7505D--- -- ._
SiJR�T`i :
i ��veie�s C��uaity aiici ��l�e}y Comp�n oi AI_nerie3i _
BY:
Signakure
'vVikness as io Sureiy
Lucianne Bischoff, Attorne in Fact
�e ��s�.T��_
Address: One Tawer Square
�iartfoed, �T {16183
'Teiephone G�umoer: ��su0) 7v�7-3719__
Attach Power of Attorney (5urety} for Attorney-in-Fact
��J�te: 1f ,;gne� Uy ar� �fficer :,f th� ��rrety vor; �.�ny, .' �are r; u�t b� �n fi�a a cer#�£�d e;.�f; act fro�„ the b;� [aw�
shawing ti�a4-ffi�s per�on has authsriiy to sign such ak�iigafia�. ff �urefy's pi�ys�c.af ac��fr�ss is �iffere�i-�rnrn ifs
mail9ng address, both must be pravided. The date of the bnnd shal! not be prior to the date the Contract is
awarded.
END O.F SEC`IION
1
i )
���������
irarvelers Cas�+al�p a�d ��r�ty �om�aHy af Am�rrca
irareelers Cas��l�y �nef ��Nre� �omp�ny
�i� �aul �ire and A9arine Insur�nc� ��mpan�p
P(3WER OF ATTDRlVEY
FEH1F?W k�L �9EN BY �HESE PR��E�TS: That �€ravelers C�sualfy and Furety Gampany of Rmerica, Travelers Gasaalfy anct 8urety EQrrrp�rfy, and &t.
Paul Fire and Marine Insurance Com�ny are corporations duly orgahized under the laws of the State crf Connecticut (herein colfect'tvely call�d the
"Companies"}, and that th� Companies da hareby make, cnnsti#ute and appoint LUCIANNE BISCHOFF of SCHALIMBURG �
Illi�ols , their true and fa+xfut Attorney-ir�-Fact to sign, execute, seal and acknovutedge any and all_ bonds, recognizanaes,
conditional undertak[ngs and other wriiings obligatory in the nature thereaf on behaff of the Companies in their �usiness af guaranteeing the
fidefi[y of persons, .guaranteeing fhe performanae af contracts and executing or guarankeeing, bonds and undertakirtgs rea�uired or permitted in any
aofions ar proceeciings aliowed by iaw.
IN WITNESS 1NHER�OF, ihe Companies have caused this instrument to be signed, and their carporate seals to be hereto a�xecf, this 77th day of January,
2079.
.p,.m. _
p�a�F7djp� vrtv aaa
� s e�lb'�
� �� �4� �� � �
� �1��� �� Q "� �
caas:�, {� �r�cri.iFt+�t��, C�i � �iJr's��
� e �� uu
d� � r �
� s ya � ,.
• �' ¢t ' �" �iry ..�_ t
5tate af Connecticut
Cty af Fla�tford ss.
� /
f
F �
By:
�al�ert L. i�atr , enior t/'rce President
On #his the 17th day of January, 2018, b�for� me personally appeared Robert L. Raney, +Mio acknowiedged himself tn be fhe Senior �ee President
of Travelers Gasuafty and Surety Company of Amer[ca, Trav�lers Casuaky and Surety Company, ancE 5t. Paul Fire and Marine Ensurance Company, and
that he, as sueh, being autharized so to da, executed the foregoing instrument ior the purposes therein cantained by signing an behalf af said
Companies by Y�imseff a� a dufy authorized affieer.
1N MP�TN�SS WHEREDF, I hereunto set my hand and ofFicial seal.
My Commission expires #he 88th �ay af June, ZD21
��,�,i��x�k,�,�
� : /+� R�
ttaTA�Y
sW u��' "�
p�'�""� Anna P. Nowik, Notary Public
�,kvHE���
This Power of Attorney is granted under and by the authoriry nf the following resolu#ions acfopted by the Boards of Directors of Travelers Casualty and
5urety Campany of America, Travelars CasuaRy and Surety Company, ancf St. Pau! Fi�-e and Marine Insurance Campany, which resolutians are now in fuA
force and ef#ed, reading as follQws:
RESDL.VEb, that the Chairman, lhe President, any Vice Chairrnan, any �xecutive �ce President, any Senior Vice Presideni, any Vice Rresid�ni, any
Secnn� Uice Presiden#, the Treasurer, any Assistant 7reasurer, ihe Carporate Secretary or any Assistant Secreiary may appoint Attorneys-in-Faci and
Agents ta ad for a�d on behalf of khe Eotnp�ny and may g�ve such app�9ntee such authors�y as his or her certifieate pf a€�thority m�y pr�seribe Eo sign
wifh the Cotnpan�s name and seatwith the Company's seai bonds, recognizances, cnntracts of indemnity, and ntherwrifings obiigatory in the nature oF a
bond, recogniz�c�, or coraditional �ndertalcing, and �ny af said office� 4r the �Q� czf �ir��la.rS af 2�ny tiine rn�y rsmave �ny such �ppointee and reuoks
the power giVen him or her, and it is
FtJFtTWEFt F2E50LVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
Presiden# may c�elegate all or any parl of the foregoing authnrity #p nne qr more officers or emplo.yees af this C4.mpany, -nroviefed that each s��ch
deiegation is in writing and a copy thereof is filed in the office of the �ecretary; and it Es
FUR�H�R RESqLVEE?, that any band, recegnizance, caniraet of iredemnity, or writing ahligatory in the nature o€ a bond, recogn'rzance, or eondifionaE
undertaitinq shal! be valid antf 1�inding �pon the Com�an_y when {a) signed by tfie Presiden�, an_y i/ice Chairman, anY Executive Vice F�resi�ent, any
S�nirzs Vice F'resident or any �ce Pres�tl�t, any SeEor�cE Vice Pres'sder�F, the TreasurEr, any Assis#ar+i Trea�urer, ihe C�r�torate �cretary ar any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary ar Assistant Secretary; or {b} duly executed (under seal, if
requiredj by one or more llttorneys-in-Fact and Agents pursuant ta the pawer prescribed in his or her rertificate or their certificates ofi authority or 6y one
or more Comparry officers pursuant to a written delegation af aukhority; and it is
FURTFEER FiESOLVE�, that t�e signature of each pf the #ollowing officers: President, any Executive Vice Fresident, any Senior Wi�e President, any Vice
President, any Ass+stant Vice President, any Secretary, any Assis#ant 5ecretary, and the seal of Ehe Company may be affixed by facsimile tn any Power nf
Attorney or to any certificafe re�ati�g theretc� appointing Resident Vice Presidents, Resident Assistant 5ecretaries or Atknrneys-in-Fact for purpa,ses only of
Bx�cuiiiig sr�d atfesii�ig Uoiids artd uil�eiiaiiiiigs ari�l oii�ei writing5 �i�iigaiaEy;ii the r�ature ti�e�eo�, and ar�y suef� i-owei of Attorney br ce�u��oat€� bearsng
sucts faasi�riii� si�n�turr o�`fa����e se2t sh�tt %� vaii� and ksindi�ig upan it�e Curripany and �r�y sv`ei� �ow�v` so axe�d an� c�rt[f�e� �Sy srsr�s facs[m'ri�
signatur� and facsimile seal shall be vatid and binding on the Ca�npany in the fukure with respect to any bond or undersfanding tfl which it is attached.
E, Kevin E. Mugi�es, the undersigned, Assistani Secrekary of travefers Casualty and Surety Company af America, Tra�elers Casualty and Surety
Gompany, and �t. Paui Fire ancf Marine Insurancs Comp�ny, do here6y_certiiy_that_ihe a6ov_e and fgregoir�c} is a tre�e and correcC copy of tne,Power of
Attorney executed k�y said Campaniss, wi�ich remains in full force and effent.
Dated ihis 5th day of Novemher , 25120
�yy�5� 9Jp iY aNp�4 ��;y jF�
� ��� v� ��
�� c NkAfF�� �, �i`�s'•.�'�
� �'si+`. � � L0:�7. S � � �
r {�
: '�' '"}+ , ��'aa fS�
,��- � ��`��
Kevin E. Hughes, Assi ant Secretaey
To verify the authenticity of this Pawer of�lltarney, please ca/1 us at 1•8OD-4x1 38�0
f'�/e�se refer to lhe ��vve �tamed.4l'lorney-ir�-�'�ct aftd ffie detai/s oftfre &nrrd L�v wHicl� lS�is Power oi`.9ftorr�y is at�aNied.
Surefy Campany �tcknowledgement
STATE �F �I.I.�NOIS
COUNTY OF C(�OK 5�5:
On this '�` , before me perso�aally appeared �
S- ��� to me Irnown, wlaa, being by �e duly sworn,
did depose and say: thai (s)�e resides at Sc�aumba��'g,
Fact of 1 Y`���� ( I.��'lll�f
corporation described in and vvhich executed the
(s}he knows ihe
corporate seal of said corporation; that the seal affixed to said instrument is such corporate seal;
that it was so af%cec�. by ordex' af the Board af Directars of said corporation; that (s)he signed
his/kier name thereto by 3i�Ce order; and that the liabilities of said corparation do not exceed its
as�ets as ascertained in the rr�anner provided by law.
��
-�� ���
Notary Public in and for the above Cou�nty and
State My Commission Expires: 06/23/21
that (s}he i�,tiie At�a�r�eg� in
��y �,�,;�,- _ .��
���� SA�v1A�THA B�tAJTKE
�` ��li OFt=1CIAL. SEAL
Nat�r3� f'ubl��r., 5tate of Iliinois r
� iuiy:�ommission Expiras ��
`� � � Jun� ?.3, 2021
... _ -- ---�.� ��.���.�_y:,
04 43 37
BID FORM
Page 1 af 1
S�CTfON 04 43 37
VENDOR C�MPLIANCE TO STATE LAW N�N RESIDENT BIDDER
Texas Gavernment Code Chapter 2252 was adopked for the award of contracts to nonresident bidc4ers. This
law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state
contractors whose corporate offices or principal place of business are outside the State of Texas) bid projecks
for construction, improvements, supplies or services in Texas at an amaunt lower than the lowest 7exas
resident bidder by the same amaunt that a Texas resident bidder would be required to undecbid a nonresident
bidder in order to obtain a comparable contract in the State which the nonresident's pri�cipal place of business
The appropriate blanks in Section A musk be filled out by all nonresident bidders in order for yaur bid to meet
specifications. The �ailure of nonresident bidclars to do so wifl automaticaily disqualify that bidder. Resident
biddees must check the box in Section B.
A. Nonresident bidders in the State of .tik�k- ���rr-_ r�f �I�s�,�. , our principal place of business,
are required ko be c',� �a+�f: percent lower than resident 6idders by Stake Law. A copy of the
statute is attached.
Nonresident bidders in the S�ate of zS���� r-4era- ��r �lar�4, , our principal place of business,
are not required ta underbid resident bidders.
B. The principal place of business of our company or our parenk campany or majority owner is
in the State of Texas. �
BIDD�R:
Reyes Group Ltd.
1520 Parker Road
Grand Prairie, TX 75050
By: Reyes Group Ltd.
,
� �
f I � '
(Si natu )
Title: President
Date: 1� 0� ��i$d
END OF SECTiON
CITY OF fOR7 WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised iVlarch 9, 202D
Wesl7th Street Improvements
City Project No. 107555
004511-1
B[DDGRS PREQUALiCTCATiONS
Page I of 3
� SECTiON 00 4S 11
Z BiDDERS PREQUALiFICATIONS
3
4 1. Su�mary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Frequalification
6 Statement for the work type(s) listeci with their Bid. Any contractor or subcontt�actor who is
7 not prequalified for the work type(s} Iisted must submit Section 00 45 13, Bidder
8 Prequalification Applicatian in accordance with the cequirem�nts below.
9
10 The prequalification process wii! establish a bid limit based on a iechnical evaluation and
11 financial analysis of the cantractor. The infot�mation must be submitted seven (7) days prior
12 to the date of the ope�ing of bids. For exarople, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the.31 st day of March
14 in order ta bid on these projects. in order to expedite and facilitate the app��oval of a Bidder's
15 Prequalification Applicatian, the fallowing must accampany the submission.
16 a. A complete set of audited or reviewed financial statements.
�� (1), Classified Balance 5heet
� g (2) Income 5tatement
�g � (3) State�nent of Cash Flows
2p (4) Statement of Retained �arnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizationa! documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certi�cate of Limited Partnership 1lgreement).
25 e. A corr►pleted Bidde►� Prequali�cation Application.
26 (1) The firm's Texas Taxpayer identification Nucnber as issued by the Texas
27 Comptroller of PubGc Accounts. To obtain a Texas Ta�payer identification
2g number visit the Texas Comptroller oFPublic Accounts online at the
29 following web addt�ess www.window.state.tx.us/taxpet'mit/ and fill out the
30 application to apply for your Texas tax ID,
31 (2} The firm's e-mail address and fa�: num6er.
32 {3} The firm's DUNS number as issued by Dun & Bracistreet. This number
33 is tised by the City for required reporting on Federal Aid prajects. The DLJNS
34 number may be obtained at www.dnb.corri.
35 d. ResEimes reflecting the construction expei�ience of the pt�inciples of the firm for firms
36 sabmitting their initial prequali�cation. These resumes shautd include the size and
37 scope of the wark performed.
38 e. Othe�� information as requested by the City.
39
40 2. Preyualiiicateon Requirements
41 a. Financial Statefnents. Financial statement submission enust be provided in
42 accordance with the following:
43 (] ) The City requires that the originaE Pinancial Statement or a certified copy
44 . be submitted for consideration, �
CiTY OF FDRT WORTH N�est 7th Smeed ln�proves�enls
STAt�iDARD CONSTRUCfION SPECIFiCATIQN DOCUMENTS Cily Projecl Na.101555
Reviscd July 1, 2011
OQA511-2
R1T�D�,RS PRT:QLtALIF[CATiQNS
Page 2 oF3
1 (2) To be satisfactory, the financial statemenks must be audited or reviewed
Z by an independent, certified public accounting firm registered and in
3 good standing in any state. Cun-�nt Texas sYatues afso require that
4 accounting firms perfor�ning audits or reviews on business entities within
5 the 5tate of Texas be properly licensed or t•egistered with the Texas State
� Board of Pub[ic Accountar►cy.
7 (3) The accounting ftrm should state in the a�dit repori or review whether
8 th� contractor is an individual, corporation, or ]imited liability company.
9 (4) Financial Statements must be presented in U.S. dollai�s at the current rate
10 of exchange of the Balance Sheet date.
� 1 (5) The City will not recognize any c�rtified pub[ic accauntant as
1 Z independent who is not, [n fact, independent.
l3 {6) The accountan#'s opinion on the financial state�nents of #he contracting
14 company should state that the audit or re�iew has 6een conducted in
1� accordance with auditing standards generally accepted in the United
16 States of America. This muat be stated in the accounting firm's opinion.
!7 It should: (1) express an unqualified opinion, or (2) expt�ess a nualified
�g opinion on the statements taken as a whole.
lg (7) The City reserves the right to require a new statement at any time.
20 {8) The frnancial statement cnust be prepared as of the last �day of any month,
2� not more than one year otd and must bc; on file with the C�ty 16 months
2z ihereafter, in accordance with Paragrap�t 1.
23 (9) The City will dctermine a contractor's bidding capacity for the purposes
�4 of awarding eontracts. Bidding capacity is deterrriined by multiplying the
25 positive net working capital {warking capital = current assets — current
2� liabilities) by a factoi� of 10. Only those statefnents reflecting a positive
27 net working capital position will be cansidered satisfactory for
28 prequalificatinn purposes.
29 (10) In the case that a biddin� date fafEs within th� time a new financ�al
�0 staterr�ent is bein� prepared, the pre�ious statement shall be updated with
31 propet• verification.
32 b. Bidder Prec�aralifrcation �4pplication. A Bidder Prequalification Appl ication must be
33 su6rriitted along with audited o�- re�iewed fnancial statements by firms wishing to be
34 eligible to bid on all classes of cottstruction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to repo�-t, the notation of
�7 "None" or "N/A" should be inserted.
3& (2} 1� minimum of fi�e (5) references of t�elated work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment und�r
40 the contro] of the Contractor and which is related to the type of work for
4� which the Contactor is seeking prequaiiftcation. The schedule must
�Z inciude the mai7ufacturer, model and general common description of
43 eac� piece of equipment. Abb�-eviations or means of describing
44 equipmenf ather than provided abo�e will not be accepted. '
45
46 �. �>>��b�irfy to B�a
47 a. The City shall be th� sole jucEgc as to a contractor's pt-equalification.
48 b. The City may reject, suspend, or modify any prequaiiFcation for failure by the
49 contractot� to demonstrate acceptable finaticial ability or performance.
50 c. The City will issue a letter as Co the status of the prequalification appro�al.
C[TY OP FOR"f WORTH YT'es1 71h S7reel In�provemenis
STANDAKD CONSTRUC'l�i(1N SPL':CIF[CATi0I1 DpC[IMENT.S ' City Pt'ojecl No.lU1SS5
Re�ised July I, 201 i
naasi�-3
T3iDDERS PREQUALI�'ICATiONS
Pagc 3 of 3
d. If a contractor has a valid prequalification letter, the contractor wi11 be eligible to bid
the prequalified work types until the expiration date stated in the letter.
END OF SECTION
C1TY OF FOR1' WOR"�H E['est 711i Streel liupr-oven�ents
STANDARD CONS'CRUCTION SPE;C1FiCATiQN DOCUM�NTS Cily Prajecl Nu.I01555
Rc�ised 7uly i, 20 [ 1
DO 45 12
BID FORIVI
Page 1 of 1
S�CTIOI� 00 4v 1�
PREQUALIFICATfON STATEMENi
Each Bidder for a City procurement is required to complete the information laelow by icEentifying the prequalified
contractors andlor subcontractors whom they intend to utilize for the major work type(s) lisied.
Prequalification
Major Work Type ContractarlSubcontractor Campany Name �xp�ration Date
Asphait Paving
ConstructionlReconstruction ���s �� �g.������
(greaier than 15,000 square
yards) -
Concrete Paving
ConstructionlReconsiruction Q �.�, j'g� �o��
(less than 15,OOQ square '`��� ��uP �'�7 (
yards}
Roadway and Pedesirian �— g� J�o��
Lighting �� ���Lia�tA�, .!•�G D� i
The undersigned hereby certifies that the contractors andlor subcontractors described in the table abave are
currently prequalified for the work types listed.
BID��R:
Reyes Group Ltd.
'f 520 Parker Road
Grand Prairie, TX 75050
- yes Gro�p Ltd.,�
1�
� � _.
,
( gn re)
Titie: President
Date: I� ��� 12a�,�
CITY OF FORT WORTH
S7ANDARD CON57RUCTION SPECIFICATION DOCUMENTS
Form Revised March 9, 202D
�Wp O�' S�C�IOW
West 7th Street Improvements
Cily Project No. 301555
���������
�
Date of Balance Sheet
a�Qase see 1e�--+er d�� �-P��1 �� 2a2�
.�� �,eH �es �roup's ��gva ����� R�or�
s-�atvs -� r Can cre fe !�q u�em errf-
' onsfi+�v�'o►'� ��e con s'tr-urh or� — N� 1 im r�
�ECT[ON (FO 4� 13
BIDDER PREQUALIFiCATI�N APPLtCAT10N
Name undcr rvhich you wisll to qualify
Post Offce Box
City
Mark only one:
Individual
Limited Partnership
General �'artnership
Corporation
Limited Liahiiity Company
State Zip Code
Street Address (required) City State Zip Code
( i L—�
Telephane Fax Email
Texas Taxpayer ldentification No.
�'ederal Employers Identification No.
DUNS No. (if applicable)
MAIL TH1S QUESTIONAI[�E A�.ONG WITH FINANCIAL STAT�MENTS TO:
CITY OF FORT WORTH TEXAS
200 TEXAS STREBT
FORT WORTH, TEXAS 761 02-63 1 1
AND MA[tK THE ENVELOPE: "BIDDER PREQUALIFFCATION APPLICATION"
West 7th SYreel IEnprovemenis
Cily Projecl tVo. I O1555
0045 13
I3iDllER PREQUALIFiCATION APPLiCA710N
Pagc 2 of 8
BUSINESS CLASSIFICATION
The following should be completed in ozder that we may proper[y classify your firm;
(Check the bloc[�(s) which are applicable — B1ock 3 is to be left blank if Block 1 and/or Block 2 is
checked}
� Has fewer than 100 employees
and/or
� Has less than $6,000,000.00 in annual gross receipts
OR
� Daes not meet the criteria far being designated a smal] business as provided in Section
200&.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determiraing e]igibility to
become prequaliiied.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and tess
Augur Boring - Greater than 24-inch diameier casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 3��Inclles — 60 —inches, and greater than 350 LF
Tunneling — 66" and greater, 350 LF and greater
Tunneling — G6" and g�-eater, 350 LF or Less
Ca#hoclic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, llrban and Renewal, 8-inch diameter and sma�ler
Water Distribution, Deveiop�nent, 12-inch diameier and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, Al] Sizes
Sewer Bypass Pumping, i 8-inch�s and smaller
Sewer Bypass Pumping, I S-inches — 36-inches
Sewer Bypass Pumping 42-inches and larger
CCTV, S-inches and smaller
CCTV, ]2-inches and smaller
CCTV, 1 S-inches and smaller
CCTV, 24anches ar�d smaller
CCTV, 42-inches ar�d smaller
CCTV, 48-inches and smaller
CC1�Y OP FORT WOR1�I I Wesl 7th Strccl Improvements
STANDARD CONSTRiJC7'lON SPCCIFICAT[ON DOCUMENTS City Project No. 1D1555
Revised March 9, 2020
���� ������
Apri18, 2020
Reyes Group LTD
1520 Parker Rd
Grar�d Prairie, Texas 75050
Attn: Mary Reyes
RE: PREQUALIFICATION FOR PAVING PROJECTS
City of Fori Worth
RE�TEWAL
EFFECTIVE DATE — A ril 1. 2020
C01�1CRETE PAVEMENT CONSTRUCTIOI�T/RECONSTRUCTION — NO LIMIT
Dear Ms. Reyes:
The City of Fort Worth Department of Transportation and Public Works has reviewed the
materials you have submitied %r prequalificatian RENEWAL to perform s�reet paving in
the City of Fort Worth. This letter is to advise you that you have been deemed qualified
to bid upon and perforrr� the types of street pa�ing indicated above, up to the limits
specified. This notice serves or�y to advise you of ihat prequalification as future project
specifications may require and does not otherwise affect any other provisions of those
same project specificaiions.
This prequalification will remain in effect for two (2) years as Iang as yau remain in good
sianding with the City of Fort Worth. Prior to the end of the two yeaxs you are required
to submit a new financial statement for consideration.
In the interim, if you have any questions or comments, please do not hesitat� to contact
rrie.
Sincerely,
Roy L. Teal, Jr., P.E.
Consh-uction Manager
0045 13
B1DD�:R PKtiQLFALIFiCA"rION AI'1'LICATION
Page 3 of 8
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 12-i�ches and smaller
Sewer CIPP, 24-inches and smaller
,Sewer CIPP, 42-inches and smailer
Sewer CIPP, All Sizes
Sewer Collection Systenn, Development, 8-inches and srr�aller
Sewer Collec#ion System, Urban/Renewal, 8-inches and smaller �
Sewer Collection System, Development, 12-inches and smaller
Sewer Collection System, llrban/Renewal, 12-inches and smaller
Sewer Interceptars, Development, 24-inches and smaller
Sewer interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Dev�lppment, 42-inches and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
Sewer Pipe Enlarg�ment l 2-inches and smaller
Sewer Pipe Enlar�e�nent 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-inches and smalfer
Sewer Cleaning , 42-inches and smalfer
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yarcis}
Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER}
Asphalt Paving Heavy Maintenance (UNDEIZ $1,000,000)
Asphalt Paving Heavy Maintenance ($ i,000,000 and OVGR)
Concrete Paving ConstructionlReconstruction (LESS THAN I 5,000 square yards}
Concreie Paving Construction/Reconstruction (I5,000 square yards and GR�ATER)
Raadway ancE Pedestrian Lighting
CITY OF FORT WOR'fH Wcst 7th Streci Improvemcnts
S1'ANDARD CONSTRUCTiON 5PECiP[CA"fION DOCUMEM"1�S City Projecl IVo. 101555
Reviscd March 9, 2020
D4 45 13
BIDDP,R PREQUALIF[CATION APP[,1CATiON
Page 4 of 8
2. How mar�y years has your arganization been in business as a genera[ contractor under your present
name?
List previous business narnes:
3. How rnany years of experience in construciion wark has yo�r arganization
had:
(a) As a General Contractor:
(b} As a Sub-Contractor:
*What projects has your organization completed in Texas and elsewhere?
CLASS � LOCATION NAMB AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
*If requalifying only show wark performed since last statement.
5. Have you ever faiied to complete any work awarded to you?_
If so, where and why?
6. Has any officer or owner of your organization ever been an officer of another organization that failed to
comptete a contract?
If so, state the name af the individual, other organization anc! reason.
7.Has any oificer or own�r ofyour organization ever faiied to complete a contract execufed in his/her
na►ne?
If so, state the name of the indi�zd�a[, name of awner and reason.
C[TY OF FORT WORTH West 7th Sireet [mprovements
STANDAR� CONSTRUCriON SPECIP[CA77DN DpCUMENTS Ciky 1'roject No. 1U1555
Revised March 9, 2020
List equipmenf you do not own but which is available by rentin�
00 45 13
E31D�ER PFtEQUALIF[CATION APPLICATION
Page 5 oF 8
8. in what other lines of business are you financially interested?.
9. Have you ever performed any work for the City?
If so, when and to whom do you refer?
10. State names and detailed addresses of all producers from whom you have purchased principal
,,,atPr;alc rl�rrin� the last three vears.
12. What is the construc�ion experience of the principal individuals in your organization?
PR�SENT MAGNITUDE
P051TiON OR YEARS OF AND TYPE OF IN WHAT
NAME O�`C'ICE EXPERIENCE WORK CAPACITY
13. If any owner, officer, director, or stock�older of your firrr� is an employee of the City, or shares the
same household with a City employee, please list the narrte af the City employee and the reiationship. In
addition, �isi any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition. This includes %ster children or those related by
adoption or marriage.
CCl'Y OF FORT WORTI[ West 7th 5treet Improvements
STANUAi2D CON31'RUCTION SPECIPICA"['[O%I DOCUMEN'PS City Project No. ] OI555
Revised March 9, 2020
11. Give the names of any affiliates or rela�ives currently debarred by the City. lndicate your relationship
to th�s person or �rm.
00 4s t3
BIDpER PR�;QUAi,1HiCATIOIV APYLICATION
Page b of S
CORPQRATION BLOCK PARTNERSHIP SLOCK
If a corporation: lf a partaership:
Date of Incorparation State of Organizatian
Charter/F'ile No. Date of arganization
President Is partnership general, limited, ar registerec! limited
liability partnership?
Vice Presidents
File No. (if Lirnited
Partnership)
Gcneral Partners/0fficers
Secretary Li�nited Par�ners (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK .
If a carporation:
State of Incorporation
Date af azganization
File No. Individuals authorized to sign for Partnership
�fficers or Managers (with titles, if any} �
1G'., .,� €.,,. zc...;�.,.a _ ..�_.._._ �,- - - -'.
----r- -.._ _____,.��, r,„, .,,... �� ,,.� :,au,r.uuaea ii�ec� i�� �uG UIUI'KS ilpOVe RCQ I]1"QSLItI1Q[I LO r1aVe tllll
signature authority for your firra unless otherwise advised. Shoulci you wish to grant signature
authority far additional individuals, �lease attach a certified copy of the corporatc resolution,
corporate minutes, partnership agreement, power of attorney or other legal documentation which
grants this anthority.
CiTY OP PORr WOR'FiI Wesl 7th Strcet Im�,rovements
S"1ANDARD CONSTRUC'1'ION Sk'ECIPTCA'i�ON llQCUMENTS City Arojecl No. 101555
Revised March 9, 2Q20
0o as i 3
I3IDDER PR�QUALC�'ICAT[ON APPL[CA"fION
Page 7 oF 8
14. Equipmeni
TO'I'AL
SALANCESHEET
ITEM QUANTITY ITEM DESCRIPTiON VALUE
1
2
3
4
5
b
7
8
9
10
1�
12
13 �
14 _
15
16
17
18
19
20 �
21
zz
23
24
25
26
27 '" _ . , .
28
29
30
Various-
TOTAL
Similar types of equipment may be tumpea togetner. �z your rirm nas rr�ure �,�au »�yNa� �� ��u�N��E�II�,
you may show #hese 30 types and show the remainder as "various". The City, by allowing you to show
only 3Q types of equipment, reserves the right to request a cornplete, detailed list of all your equipment.
The equipment list is a representation of equiprr�ent under the control of the firm and which is related to
the type of work for which the firm is seeking qualification. In the description include, the manufacturer,
model, and general common description af each.
CL'PY OF FdKT W(3A'fH West 7th 5treet [mprovements
STA1�llARD CONSTitUC'1`[ON Si'EC[�ICATION DOCUMENTS City Project No. 101555
lZevised March 9, 202U
00 45 l3
BIDD�;R PRrQi1AL[PTCA'C[ON Al'PLiCAT[ON
Page R af 8
BIDDER PREQUALI�'ICATION AF�'IDAVIT
STATE OF �C�X �
COUN'i'Y OF �A�I�
1'he undersigned hereby deelares that the foreg�aing is a true statement of the f nanciai condition of the
entity herein first named, as of the date herein first given; that this statement is for the express purpose of
inducing the party to whom it is submitted to award the s�ibrnitter a contract; and that the accountant who
preparad the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is here6y authorized to supply each party with any information, while this statemEnt
is in force, necessary ta verify said statement.
u��� �' �� � , being duly sworn, deposes and says that
he/she is the ���aiG�PyTt of �eU-e3' �rUV� LT�J , the entity
described in and which executed thc foregoing statement that he/she fs familiar with the books of the said
entity showing its fnancial condition; that the foregoing financia! statement taken from tfte books of the
said entity as of the date thereof and that the answers to the questions of the foregoing Bidder
Prequaaification �pplication are correct and true as of the date of this aifdavit.
i
Firm Name: e �S �f U[J � ��(�
Signature: ,
Sworn to before me thi
_._�_ day of C�I�� , o� �
;;'�� BRENl7ATR£JOS
Notary 1p �:131319b60
(� _ � MyCammission Expires
r�� r
OCtpbE 1 7, 2021
Notary Publi
Noiary Public musE not be an officer, director, or stockholder or reiative thereof.
CiTY OF FOR"f WOR1'H West 7th Street Impravements
S'CANDAEZI7 CONS'1'Rl1CTI0IV SPP,CIFICATION DOCUM�,NTS City Project Na_ 101555
Rcvised Marc;h 3, 2020
004526-1
COIVTAACTOR COMPLIANCE W9TEI WdRKrR`S COMPTiNSATION L,AW
Pagc I of 1
1 5ECTION 00 �45 �6
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406A96(a), as amended, Contractnr certifies that it
5 provides wor�Cer's compensation i.nsurance coverage for all of its employees employed on City
6 Project No. 101555. Cantractar further certifies that, pursuant to Texas Labor Code, Sectian
7 406.096(b}, as amended, it will prouide to City iks subcontractot's certificates of compliance with
8 worker's compensation caverage. .
9
lfl CONTRACTOR:
11
12 Reves Group LTD
13 Company
14
15
16
17
18
19
2� -
2l
22
23
24
25
1520 Farker Rd.
Address
Grand Prairie, TX 75050
City/State/Zip
THE S`I'ATE OF TEXAS
COUNTY 4F TARRANT
By: Marcos Re es
� Pi se Prin )
Signature:
�
�
Title: Fresident
(Please Print)
26 BEFORE ME, the undersigned autharity, on this day personally appeared
27 (itY' 0� �.�,� LS , known to �ne to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
24 the act and deed of �ti� @S g�'�Vp _'��7 -, 4�i �s� ��� for the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32
33
34
35
36
37
38
39
40
G1VEN UNDER MY HAND AND SEAL OF OF�ICE this v✓ day af
..a �-n�..�.�.� � Zo�.
BR[NDATR�J45
`��1 �fataryl�N13t319660
fti+ly C:amm}ssian ExAires
�„�,p�� Qctat�e�t7',20�1
+
Notary Public in and for the tate of Texas
END OF SECTION
CITY OF FORT WOR`fH Wcst 7ih Sireet Improvemenis
STANDARIJ CONSTRUCTION SPECCFICATION DOCUMEN'1'S City Project No. 1p1555
Rcvised Iuly I, 2011
00 45 40 - 1
Minoriry Business Enterprise 5pecifications
Page l of 2
1 SECTION 00 45 40
2� TEMPORARY REVISTON 416/�,020 ("COV1D la)
3 Minority Business Enterprise Specifications
4
5 If the tatal dollar �alue of the contract is greater than $50,000, then a MBE subcontracting goal is
6 applicable.
8
9 POi I .Y STAT .M .NT �
10 It is the poficy of the City of Fort Worth to ensure the full and equitab�e participatian by Minority
I1 Business Entarprises (MBE) in the procurement nF al1 goods and services. All requirements and
12 regulations stated in khe City's current Business Diversity Er�terprise Ordinance apply to thisbid.
13
14
IS
]6
17
18
19
20
MSE PROJECT GnALS
The City's MBE goal on this project is l D% of the total bid value of the
contract (Base bid applies Io Parks and CommunityServices).
Note: If both M$E an� �BE subcontracting goals are establis�ed for this project, then an Offernr
must submit both a MBE Utilization Form and a SBE Utilization �`orm to be deemed responsive.
21 COMFLTANCE TO SIII SPECiF�CATinNS
22 On City contracts $50,000 or more where a MBE subcontracting goal is appiied, Dfferors are required to
23 comply with the intent oithe City's 8usiness Diversity Enterprise Ordinance by one of thefollowing:
24 l. Meet or exceed the above stated MBE goal through MBE subcan#racting participation, or
25 2. Meet or exceed thc above stated MBE goal through MBE Joint Venture participation, or
26 3. Good Faith Effort documentation, or;
27 4. Prime Waiver documentation.
28
29 SUBMITTAL OF RE UiRED DOCUMENTATION
30 The appIicable dacuments must be received by Che assigned City of Fort Worth Project Manager or
31 Department Designee, within the following times al�ocated, in ord�r for the entire bid to be considered
32 responsive to the specifications. The Offeror shal] EMAIL the MBE docurr�entation to the assigned City
33 of Fort Worth Project Manager or Department Designee. A faxec! copv wi�i not be acceuted. �
34
35
]. 5ubcontractor Utilization Form, if received no later than 2:00 p.rn., on the secand City business
goal is met or exceeded: day after the bid opening date, exclusive of�the bid opening
date.
2. Gndd �'ait� Eifort a�d received no later il�an 2:00 p.m., on the seconcf City business
Subcontractor Utilizateon Form, if day after the bid opening�date, exclusive of the bid opening
artici�ation is less than siated oal: date.
3. Gaod Faith Effort and recei�ed no later than 2:00 p.�n., on the second City business
Subcontractor Ut'rI'rzation F'orrn, if no day after the bid opening date, exclusive of the bicE opening
MBE participation: date.
�4. Prime Contractar Waiver Form, received no later than 2:00 p.rn., nn the second City business
if you will perform all day after the bid opening date, exclusive of the bid opening
contractin supplier work: date.
CITY OF FORT WORTH Wcs[ 7lh Strcct Tmprovements
STANDARD CONSTRUCT�ON SPECIF[CATIOiY DOCUMRNTS City Project No_ t 01555
Temporarily Revised April 6, 2020 due to COVIDl9 Emergency
U04540-2
Minoriry Snsiness Enterprise Specificatians
Pagc 2 o f 2
5. Joint Venture Form, if goal is met � received no later than 2:00 p.m., on the second City business
or exceeded. day after- the bid opening date, exclusive of tl�e bid opening
date.
Z � FAiLURE TO COMPLY WITH THE CITY'S $USiNESS DiVE�25iTY E,N'�ERPRCS� ORDINANCE
3 WiLL I2ESlJLT IN THE BID B�iNG CONSCDERF�D 1VO�f-RESONSiVE TO SPEC[FICATIONS.
4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTA'fION WILL RESULT iN 'FHE BID
BEING CONSIUERED 1VOlY-RESPONSIVE. A SECOND FAILUI2E WILL RESUL'I' IN '1'H�: OFFEROR
5 BEING �iSQUALIFIED F�R A PEI2iOD OF ONE YEAR. "CHRE� FAIL'�7RES IN A F1VE YEAR
PERiOD W�LL RESULT IN A DISQUALIF[CA['iON PEl7I0� OF I'HREE YEARS.
6
7 Any Questions, Please ContacY The BDE Office at (817) 392-26�4.
8 END OF SECT[ON
10
�
CT"�'Y O� PORT WORTH West 7th Street Improvements
5'fANDARD CONS"CAUC"CION SPECIF3CA`fION DOCUMEN`f5 City Project No_ 1O1555
Temporanly Re�fsed Apnl 6, 2020 due to COViDl9 Emergency
DO 52 43 - 1
Agreemeni
Page 1 of 5
sECTroN oa s� a3
AGREEMENT
THIS AGREEMENT, authorized on � IZ '�Zt is tnade by and between the City af Forth
Worth, a Texas home rule municipality, acCing by and through its duly authorized City Manager,
("City"), and the Reyes Grou�, LTD, authorized to do business in Texas, acting by and through
its duly authorized representative, ("Contractor").
City and Conlractor, in considerarion of khe mutual covenants hez-einafter set farth, agree as
follows:
Article 1. WORK
Contractor shall complete all Work as specified ar indicated in the Contract Documents �or the
Project identified herein.
Article 2. PROJECT .
The project for which the Work under the Contract Documents may be the whole or only a part is
generaliy described as follows:
West 7th 5'treet Improvemenis
Cit Pro'ect No. 101555
Article 3. CONTRACT PRICE
City agrees to pay ConCractor for perfonmance of the Work in accordance with the Contract
Docutnents an amount, in current funds, of Four Million Nsn� Hundred Thirt -Seven Thousand
One Hundred Ninet -Three and 00/100 Dollars ($4,937,193.00).
Article 4. CONTRACT TIME
4. i Final Acceptance.
The Work will be complete for Final Acceptance wiChin 300 calendar days after the date
vvhen the Contract Time commences to run, as pravided in Paragraph 2.03 of th� General
Conditions, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions.
4.2 Liquidated Damages
Contractar recognizes that time is of the essence for completion of Milestones, if any, and
io achieve Final Acceptance of the Work and City will suffer fnancial loss if the Work is
not campleted within the time(s) specified in Paragraph 4. E abov�. The Contractor also
recognizes the delays, expense and difficulties involved in proving in a legal proceeding,
the actual loss suffered by the City if the Work is not compleied on time. Accordingly,
instead of requiring any such proof, Contractor agrees chat as liquidated damages for
delay (but not as a penalty), Contractor shall pay City one thnusand iwo hundred and fifty �
Dollars ($1,250.00} for each day that expires after the time specified in Paragraph 4.1 for
Finai Acceptance until the City issues the Final Letter of Acceptance.
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS: .
A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the follawing:
C1TY OF FORT WORI'H West 7th Street [mprovemenis
S'fAFVDARIJ CONSTRUCT[ON SPECIF[CA'CION DOCUIvIENTS City Project No. 101555
Revisc,d 04l06/2019
oosz43-z
Agreemcnt
Page 2 oC 5
1. "['his Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2} Vendor Compliance to State Law Non-Resident Bidder
3) Prequa2ification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage R.ate 'Fable
c. Insurance ACORD Farm(s}
d. Paymeni Bonci
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bands
� h. Workee's Compensation Affidavit
i. MBE and/or SBE Utilization Porm
3. General Conditions.
4. Supplementary Conditions.
5. Specificaiions specifically made a part of the Contract Dacuments by aCCachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Dncum�nts.
6. Drawings.
7. Addenda. �
&. Documentation submitted by Contractor prior to Notice of Award.
9. The foflowing which may be deli�ered or issued after the Et'fecnve Date af the
Agreernent and, if issucd, became an incorparated part of the Conh•act Documents:
a. Notice to Proceed.
b. PieId Orders,
c. Changc Orders.
d. Letter of Final Acceptance.
Article 6. INDEMNIFICATION
6.1 Contractor covenants and agrees ta indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and alt
claims arising out of, or al[eged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
nnder this contract. This indemni�cation provision is specificallv intended io o�erate
and be effective even ii it is alle ed or roven that all or some of the dama es bein
sou ht were caused in whote or in art b an act omission or ne li ence of the ci .
This indemnity provision is intended to include, without limitatian, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
CI'CY OF POK"f WOR7'H . Wes( 7th 5tree[ lmpro�ements
S'1'ANDARD CONSTRUC'CIO%I SPEC;IPTCA'C3f3N DOCUMENTS City Project No. 101555
Re�ised 09/0 612 0 1 9
D05243-3
Agrecmcnt
Page 3 of 5
6.2 Contractor covenants and agrees to indemnify and hald harmless, at its own expense,
the ciiy, its o#'fcers, servants and employees, from and against any and all loss, damage
or destruction of properfy oithe city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, iY� of�cers,. agents, employees,
subcontractors, licensees or invitees under this cantract. Thzs indemnification
provision is specificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the dama�es bei�n�sought,were caused, in whole or in part,
bv anv act, omission or ne�li�ence of the cit_y.
Article 7. MISCELLANEOUS
7.I `I'erms.
Terms used xn this Agreement which are defined in Article i of the General Conditions will
have the meanings indicated in the General Conditions.
7.2 Assignment of Contract.
This flgreement, including all of the Contract Documents may not be assigned by the
Contractor without the advanced express written consent of the City.
7.3 Successors and Assigns.
City and Contractor each binds itself, its partners, successors, assigns and lega�
representatives to the other party hereto, in respect to all covenants, agreements and
obligations contained in the Contract Documents.
7.4 Severability.
Any provision or part of the Contract Documents held to be unconstitutional, void or
uncnfoz-ceable 6y a court of campetent jurisdiction shall be deemed stricken, and all
remaining provisions shall continue to be valid and binding upon CITY and
CONTRACTOR.
7.5 Governing Law and Venue.
This Agreement, including all of the Contz-act Documents is perfonnable in the State of
Texas. Ven�e shall be Tarrant County, Texas; or the United States District Court for khe
Northern District.of Texas, Fort Worth Division.
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreennent if signed by someone other
than the duly authorized signatory of the Contractar.
7.7 Frohibition On Contracts With Companies Boycotting Israel.
Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government
Code, the City is prohibited from eritering into a contract with a company for goods or
services unless the contract contains a written verification from the company that it (1)
does not boycott Israel; and (2} wi11 not boycott Israel during the term of the contract.
CITY OF FORT WORTI[ West 7th Slrect Improvements
STAI�iDARD COIVSTRUCTIOi�i S�ECIFICAT[OI�I DDCCIMENTS City Project IVo. 101555
Revised 09/D6l2019
005243-4
Agreement
Page 4 oP 5
The terms "boycott Israel" and "compar�y" shall have the meanings ascribed to those terms
in Section 808.001 of the Texas Government Code. By signing this contract, Contractor
ce�•tifaes that Contractor's signature p�avi�les written verification to the City that
Contractor: (I) does not hoycott Israel; and (2) will not Gaycott Israel during the term of
the canlract.
7.8 Immigration Nationality Act.
Contractor shall verify the identity and employment �ligibality of its employees who
perform work under this Agreement, including campleting the Employment Eiigibility
Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of
all I-9 forms and supporting eligibility docusnentation for each employee wha performs
work under this Agreement. Contractor sha11 adhere to all Federal and State laws as well as
establish appropriate procedures and controls so that no services will be performed by any
Contractor employee who is not legally eligible to perfot�n such set-vices.
CONTRACTOR SHALL IND�MNIFY CITY AND HOLD CITY HARMLESS
FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF
TH�S PA.RAGRAPH BY CQNTRACTOR, CONTRACTOR'S EMPLQYEES,
SUBCONTRACTORS, ACENTS, OR LICENSEES. City, upon written notice to
Contractor, shall have the right io immediately te�inate this Ag�reement for �iolations of
this pravision by Contractor.
7.9 No Third-Party Beneiiciaries.
This Agreement gives no rights ar benefits to anyone other than the City and the Contractor
and there are no third-party beneficiaries.
7.10 No Cause of Action Against Engineer.
Contractor, its subcontractors and equipment and materials suppiiers on the PRO.TECT or their
sureties, shall maintain no direct action against ihe Engineer, its ot�icers, employees, and
subcontractors, for any claim arising out of, in connection with, or resulting from the
engineering services performed. Only ihe City will be the bene�iciary of any undertaking by
the Engineer. The presence or duties af the Engineer's persnnnel at a construction site,
whether as on-site representatives or otherwise, do not make the Engineer or its personnel
in any way responsibie for those duties that belong to the City and/or the City`s construction
contractors or other entities, and do not relieve the construction contractors or any other
entiYy of their obligations, duties, and responsibilities, including, but not limited to, all
construction methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction wark in accordance with the
Contract Documents and any health or safety precautions required by such construction
work. The Engineer and its personnel have no authority to exercise any control over any
constructian eontractor or other entiry or their employees in connection with their work or
any health or safety precautions,
SIGNATURE PAGE TO FOLLOW
Cl'I'Y O�' FORT WOCtTII Wcst 7th Slrcct ]mprovc�ncnts
`�'I'ANDNtD CONSTRUCTIDN SPECIF[CATIDN DOCUMENTS City Projcct No. 101555
" " ^ - Revised 09/0b/2019
oasz�3-s
Agrecmenl
Page 5 of S
IN WITNESS WHEREOF, City and ConEractoi• have each executed this Agreainent to be
effeciive as �of the date subscribed by the City's designated Assistant City Managet- ("�ffective
Date").
.
Gonti•actor: ���� �
B� "" ,-
i
r
Signa re -
Marcos Reyes
(Frinted Name)
President
Title
i 520 .Parker Rd.
Address
Grand Prarie, TX 75050 -
City/Stake/Zip
Date
C�1'FY OF �'ORT WOR FN
5TANDARD CONSTRUC'i'fOi+f SPECI�'ICATION DOCUiviENTS
Revised U9/0612019
City of Fort Worth
By; �
1 , �
Dana Burghdoff -
Assistant City Matn�ger
r?�Y
I
Date
Attest: '
� �� .�:°."' _ �r°:��;"y.�a
,�� ��' �� .,. (�,--�x £, 'L �s ��.�4�,
—�... � .J ' f t ��.�.. e �� � ��.
City 5ecreta�y - r �- ��`��"_,
��M �. �� ��r''�
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{Seal) � � � �„3 � � ' `� � ;
M�c: �.l-�003,� F`�. _ �� -�y
Date: 1 �1 x � " �`�' `� �
� =�� �
_� � � B �.- F �'� _''x,- _...,..,
Form 1295 No.: ��"��'[e���� ��..__ _� �
Contract Compliance Manager:
By signing, I acknowledge that I am the person
responsible for the monito�ing and
administration oi this contract, including
ensur�ng all performance and reporting
i��ir�ements.
a�k-�`. Lopez
Engineering Manager
Approved as to Fonn a��d Legality:
�
Dqugias W. Black
Assistant City Attorney
APPROUAL RECOM E�
illiam Johnson, Dire tor
Trazisportation & Pu ic Works Deparhnent
' ��I�iu�S:e�n��x�p�•aernefi
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Bond No. 107262634
onal 13-1
PI:RI.OR:v1AV('k: L?ON€3
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THH �TATi�:O�'1'�XAS
C'flti�l'1"Y OF'fAR�tA\"1'
sH.ci�ro� o0 6t �3
1'Frltl�aKMANCI: BONI)
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� K�fU1�V AI.i. BY "1'�TESE P��E���.N'l'g:
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$ �I�El�I �i�e, Reyes Grpu�. I,TD, known as'�Principal" herein and
g __ Travelers Casuaf#y and 5ureiy Company of America � a corparate surety(sureties, if �narc thau
10 one) du[y auihorized to do business in the State of Texas, kno�vn as "Surety" hcrcin (wl�ether one
I t or �nore}, are 1�eEd �nci �E�r�ly bound �nto tl�e City of �'orc Worth, a m�nicipaf earporation creat�d
L2 �ursua��t to the la«s pf'1'exas, known as "City'' hereita, in the pe��al s�i��t of, Four !17i1t':_on �iine
13 I�unc�red Thirru-Seven T�►onsanci, One Ilundred �inety-1 hrec and OQ/lOD Dol[ars
14 ($4.93%,193A0), iawful money of the U�vted States, ta bc paid in Fnrt Worth, Tai-�•ant County,
15 Texas for thc �ayment of r�rhich su�n ��eii and truEy to be rnade, we binc! oursetves, our heirs,
tG executors, ad�ni�rtistrators, successors and assigns, join�ly and severally, finniy by these presents.
17 WFIi:Ii�'AS, tl�e Principal iias e�uercd into a ce�-tain tvritten contract with the City
18 awarded the WI2�'+ day of __ Januat' __ __, 2021 , ���hich Contract is hercby refe�red to an�
] 9 made a part hereof� for all purposc.s as if Cully set Corilt herein, to furnisi� alI materiafs, equipment
20 labor and other accessories de�ned by lativ, ii� tfze prnsecution of tl�e Woi•ic, i»ciuding any Chan�;e
21 Qrders, as provided for in said Cantract cf�;signated as West 7th Ste•eet Improvetnents, Cify
22
23
PYOjeCt ?YU. 1�I'J���
�iOW, 1'�IEliE:1�0ItE, the candition oCtkiis nbiigation is �ucl� that if th� said �'ri�tcipal
24 sh��ll faithfully perfnnn it ahligatians under tlie Cat�tract ��id shail in all respects duly and
�5 fait3�lully perfor�n the 4Vork, inciudi��� Cha��gc Orclers, unc�cr tE�e C=o��tract, accordin�; ta the p�ans,
2G spscifications, and coniract cfocuments therei�t re;fer►'ec� to, and as wel] during �ny perifld o�
27 extension oithe Canlract tl3at �n�►y be grauted an ihe part o€�tlie City, the�� this abligation sh�l1 b�
28 and bc;eome t�ul! and void, otherwise ta remain iil #'ull force and �ffect.
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�'RaVED�U �UI2'1'Nk R, that it'any le�al actinn E�e fited nn tizis I3ond, vcnue shall lie iEi
"I�arranc Caunty, "I'exas at• the United Statcs District Court for the Northe�m District of T'exas, �or[
31 Worth Div�sion.
i'["I'1" OE� i'QRI� WOEtfll �
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Etcriscd Is�ly 1,'_'011
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('ity Prn�ect ;�o. Inl;i�
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`�'his hond is n��cie and executed in cam�liance � itl� the �rouisions uf Chapter "L2S3 a!'the
"f'cxas Go��rn�nent t'ode, as amecided, anc� all {iabilities a�i this bo��d shall bi dulcrcnined iz�
accordanc�. with tl�e pravisinns Ul�said statue.
4 1:�' WF7':�ESS WIIE3iEOk, th� Pt�tx�cipa! ai�d the Surefy Itave SjCiN�� �tad Sf;AI.[�i�
5 il�is ir�strument by ciuly aurhoric�d agcEits and ai'licers or► this the _�,�� _ ERaY o��—_ W
{, Januar�r.__ _, 20_21 ,
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Reyes Grou���L �D_,��_ �_^ .
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Si�natt�r
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,Utarcos t�eves, Presi�ient
tVarne and'1'itle
Acldress: 1520 Parker [Zct.
C'eranc! Prairie, �f'X 750�0
Si;R�'1 Y:
Tra�elers _Casualt� and Surety Campany_
af America ----- —..._ _- - ---. - . .-
��': _ .��-- - �-.���
ssgnurtire�
Courtney A. Ffas�ca, Attorney fn Fact
---- ---'�ame and'['itle
nddress: One Tawer Square _ . _
Martford, C7 Q6183 - -- ..... - -
Telcphor�e':�umher: �80Q)7�k%-3799. __
40
�;l *Uvte: lI'sigiicd by �n ol��eer oi'the Surety Conapany, there n�ust i�e o�� [iEe a certitieci ext�•�jet
4� fram the by-laws showiE7g tl�at this �aerson has autharity to sign such obligatiori. ff
43 St���ely's physical address i5 dilTe��ent f�r•am its n�ai[i�3g address, botlt iti�st be �E•avidcd.
�}4 "I']te; datc of the bo�ci staall r�ot be prinr to ti�e date the Cc�ntract is awarded.
as
('I'[ �' ()1' FOIt ]' 14'O�t"I'11 . Wcst �3h Strcc� I�npro�vwisnt;
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'I'ETi� �'fATF: Ol� 'I'F.XAS
CUI.f �7'Y OF TAR�tAN'f'
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� EG?iOW A1,L RX Tti�5E I'1tES�:?�`TS:
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1"hat tve, It,_eves Group, I�TD, kiio�vn as "I'ricicipal" hcrein, a�id
Tra�elers Casuafty and Surety Campany of America ___ �__ ___�, a cor}�or��e surcty
(sureties), duiy authorized to do business in tl�e State of Texas, known as "5urety" herein
(whcthcr one oc more), are hefd a��d Fi�nly ba��nd unto the City of f'ort Worth, a�nunicipal
c�orporatian ereated purstiant to tl�e laws �f the �late of '1'exas, Ecnown as '`City" 1�erein, in the
penaE su3n of T�o�r l�li1[iona„\Tinc 1�undred Thirtv-�even 'fhousand, ()ne Hundred rinet�-
7'hree and 00/1(i{3 Dallars �4�93i.193.U{1), lawfui �t�o��ey of the United States, to be paid in rart
Worth, Tarrant Co�anty, "I�exas, for the payment of whicli su�n well and truly bc made, we bi��d
ou►•sefves, our heirs, exec�io�s, admi��istratnrs, successors and assigns, joi��tly a��d sevcraEly,
Frmly hy these �resents:
17 WHN;RF.A�, Pri��cipal has entered into a eeriair� cr�ritten Contracc �vith City, aivardeci t}tie
14 !L*h�.day of January , 20,,,?'� , which Contract is here�y re£erred ta and
19 madc a part herco�t'ar alf purpuses as if fully set forth herein, to furnish afl �naterials, equipme�tl,
2p lahar and other accessorics as c�cfined hy la�v, a�i the prosecution af the Work as pro��idcd for in
2 t said Contract and desi�nated as West 'lth Streei Trnprovenraents, City Projeet �o. 1f115aa
22 �OW, THERE�nEiF, 7'iI1: CUNDC�'3C)iV OF 'C�IIS OBLitiA7�IC)�V is s�ch that if
23 1'R�inc'tpaf sha[l pay all manies o��i��� to ai�y (anc! a!l) payine��t �ond b�neticiary (�s de�ned i��
24 Chlpter 2253 of the Texas Gavernment Code, as amended) in tltic prosecutian of the: Work u��der
?S the Contract, Ehen this ohli�atiar� shall be arid �r�co�nc r►uit and void; other�vise tn ren�ain i�ti iull
26 force and et'Fect.
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'l'ltis bond is m�de and executed in complia�ice with the {���avisioi�s of Gliapter 225:3 o['the
't'exas fiovei�n�tcnt Code, as atncndcd, and ail liabilities ni� this band s��all be det�riniitEd in
accarda►lce wiEh t�e provisians af said statute.
CCf1' Ui' I-OR1' «'Oitl'ii ��'cst 7th Strcct Nnpro�anenls
S'i'nV�ARI) C(�t�IS7'IiE;CI [U?� SE't:C��i�IC'i�'l'EON Il(]{'Uyl:?v'f5 City Projct N�. Iii15��
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l IV WI'1'VE:SS Wl��+:itt�:Ot<, the L'ri�icipai anci Surety h;�ve each SiGNi:t) and SI:AI..i:D
2 tltis instrucricnt i�y duly dutfionred agents and r�f�ccrs an this tltc� .�Zt�_� ��y ot'
� January _ �_�..__• 20_ �� _
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Wiiness as to Princip�]
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R�es Grcrup, [.Ti]_.�--� _.._ __ _,
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BY: ��� _ ._
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�farcas [teves Presidcitt �, .�_
Name and `I'itle
Address: 152U Parker Rd.
Granc� Pt•airie. "C?C 75054
SU[2G7'Y:
Tra�elers Cas�alty anr! Sure C�mpany
of America _ __
��r�r�� sr:
NIA
(5urety) Secretary -� �--
F3Y: �k�.��4 � !O�
s����at���
Caurtne�yr A_Flaska, Attorney In Fact
Name and �l�itle
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Wit�iess as tn Surety� _�__ —.. _
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(�I'I�Y OF i�0�21� 11r'Oft'I'i�
S'l A.'I)Attll CO�iS'f!Z€,["I ION SP1=CIfiC:\"l li)\ DOC1:41E:� fS
it"s�a �t:iy �. ?c�i �
Address: One Tawer Square - ---- _
�_. __ __ _.._._�
Hartfard, CT 06183 __ _ ____
'L"ele�3yat�e Ntnnber: �80n�747-3719 _
Note: if sign�c� by an pfticer oF t3�e Surety, lhere ��u�st be nu �le a certi�ed extract frim� the
bylaws showiiig that this p�rsa�� has ��utl7ority to sign such ohli�ati�»i. 11' Sw•ety's physical
address is dift�ercnt fi'orn ils �r�aiiit�g ac�di-ess, bc�th tt�ust be provic�ed.
Tl�e date ol the bond shaif ��ot be p�-ior ro tttc date tk�c Contract is awardici.
Wcsi 7df 5lrcct Impec>vcmcnt>
�it� E'rq�cf \n. I(115�si
Surety Company Acknowledgemeni
�TATE O� ILI,INO�S
COUNTY OF COOK s��
On khis �� l� r.[1 �- �Int i�l�i� ���. , before �e personally a�peared _
j J , to m� known, who, being by me duly sworn,
did depose and say: that {s)he resides at �cha�mbarg, Il��ois, that (s)he is the Attorne� in
Fact of
corporaiion described in and which execuied the annexed
t�.e
t�at (s)he kz�ows the
co�porate seal of said corporation; that the seal affixed to said instrument is such corporate seal;
that it wa� so affixed by order Qf the Board of Directors of said corporatian; that (s)he signed
his/her name thereto by like ordex; and tl�at the liabilities of said carporation da not exceed its
assets as ascertained in ihe tnanner pz'ovided by law.
o ary Public in and for the above County and
State My Comznission Expires: 05/23/21
��.._��.�-�---�.
, �� sa�;��a,u��a� a�a�rK� ..
. O�r�ICIAL SEAL
�1� �','. ;; �.:, Notary Public, Sfate of lliinois
� h+ly Comm�ssion Expires �
���June ?.3, 2023 -�� _+
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__..._- --__..�._..__._— _- ,�___..� � _T - -- --�_s_ _ _ ..
ip���l�r� ����I�jp �r�d ��r��t� Cor��r�� � �rr�rie�
�'r��l��ss ����I� and �u�e�cy ��pa+��+
����%��,��'� �t. R��I �ir� �n� Mari�e� E������� e��npa�rn�
—_�. _...._._� -------���r� o� a���r
KR1(7K+ t9F.L 1w�t� �Y TH�S� PRE��WTS: TMffi Travelers Casuailar and Surety Comparry af America, 'fravefers Cas�alty and Sursty Company, and St.
Paul FEre and Madns Inaurance Cnmpany ate aorparaklons duly organize� under the Iavv, af ifie State af Connedi�ut (F�rein cadlectiuely callad ttr�2
"Campenies"j, �nd thai khe Cornpanfes dn hereby make, corost�fute end appoint Co�r4��y A. Fis�k� of Saf�u�6ur�, Iliinols, the�r true artd lawfuf
Attomey-in-Fact to s9gn, execute, seal and adcnawledge any and all bonds, recognlzanees, condiliona! undartakings and aiher writiRgs obligatnry in
the nature thereof nn behaff of the Compgn[es in their business ot guarante�ing ihe �delity of p�rso�ns, guarante�ng the pe�farmance of
cantracts and execuling or guaranleeing bancls and undertakings required dr permt[ted in any ac9lons or proceedings allovu�d by law.
��1 �;�+�$� �Vff�LR�p�, the Campanies have CBusetE thts InsirumeRE to hesigned, and tftefr corporate seats io 6e herEto Sff'ixed, this 8rd day pf Fe�ruary,
?A9�.
1����5g,C'�iT� �Ft�Y�Hn' �"�"t...
e3y� y4�..-
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�:.—
State of Cnnn�cliCut
City of Hariford ss,
I�
eJ• .....,,�tr-�r�_-��—±�" .�_''� `}"s��. � —
Rof��rt L. Ransy, Se��r 1/Ece pr�esidenE
Dn }his th� 3rd day of FebruarSv. �07T, befnre me person�Ely appeared �tol�rt l.. R�+ney, who ackno�nAedged himaeif ta t� ihe Senlar Vice Presitler�t nt'
7ravelers Casuaity and Suraty Co�npany of Ame�ica, Travelers C.�sualty and Surety Comparry, and St. Paul Fir� arwl Marine Ins�rance Campany, end
that he, as suCh, beireg authorized so fo do, executed the foregc�ng instrumenl �'or th� purpose�s ther�e�n cnntained k�y signin� on �half of fhe r.orparalions
by himself as a duly aukhorized officer.
In Wikna�lOYFjereof, I hereunto set my hand and nfficial seal
My Commissian expir�s the 3Dti� day o4 June, 20Zi
, 4P
�� �;h�t.• �, s�
��,;�i��y � --.�M�ra e G Tetreault, IVotary Pu6fic
This �ower afAttom�r is gr�rrted under and by the authar3ty nf 1he fa1lawing resofutions eciapted by the Boarda of Dire�tvrs � 7ravelers Casu�4iy and
Surery Campany of Americ�, Travelers Casualry and St�rery Company, an� St. Paul Fire and Marire� Insurance Company, �{hiah resolutions ar� now in
full farce arxl effeCt, reading as fallaws:
RESOLFf��, that the Chairman, the Presldent, any Vice Chalrman, any Executive Vlce President, ar�y Sarttar V�� PreBi�:rN, arry Vlca P3reesidenl, any
Secotid Vi�e pre�ident, the 'Freasurer, ar�y AssistBM Treasurer, the Corporale S�cnetary ar any Assisiant Secretary may appalnt Attomeys-in-Fact and
Agents to aCt for and on b�ha{f of the Company and may giue such appalnlee such authority as his nr her cerliticate of aulhority may preac�lbe to sign with
ihe Company's name and se�l with the Company's seal bonds, recagnizanees, coMracts of ind�mrrliy, and Dther writ€ngs abfigatpry in the nature of a
bond, recagnizanoe, or conrlitianal urrdertaking, 8nd 8�r of said oifipers or lh� 8nard of t]ir�ors ai arry time mgy r�,move arry suCh epp�intee end re+roke
the pawer giv�n him or I�r; and it is
FURTHER R�SOLVEQ, that the Chalrman, tt�e President, any Vir,e Chairman, any Executive Vice Fresident, any Senior Vice Pre�€��nt ar arry Vice
Presidenl may delegafe �IE or any pert af t�e fo�ganp authority ta one or more off cers vr empfoyess of this Compariy, provaded Shat each euch delegatfon
Is ln writir�g and 8 copy thereof is flled in the oflice of tf� Secretary; and it is
�UR7HER f�ESOI,V��, lhat ar�y band, recognizance, conlrad of indemnityr, or writing abligatary in tt�� nature af a k�and, recognizanca. or condit�onal
undertaking sh81! �oe vatid and 69nding upDn the Comparry +M��n {e} signed by the �'residsrst, any 1!�[ce Chairman, 8ny Exact�iive �ce Presklent, arry 5Bnior
Vice President or 8ny Vlce Pres9d�ani, etty Secortd Yrx President, the Treasurer, any Assistant Treasurer, ihe Corporate �creiary or any Assistar�i
Secretery and duly altested and se8led wilh lhe Company`s seal 6y a Seeretary or Assistarit $ecrefary; or (b) duly e3cecuied (under seal, ff required) by
pne or more Atlomeys-tn-Fact �r� l�ge�ts pursuant to tho pc�vr�2r �rescribed In ttis ar hsr certif«ate ar their certiflcaiEs af authority ar by orte or �nore
Cnmpany aificers pu€susnt to a wrllten deEeyatipn of authority; and it is
Pt���'HER ��SOLV��, thai tl� sip�at�re ef each of tit� iallawing affiCers: President, any E�ueculive Vice Pr�s9dartt, any Ser�Eor �ce F'resldent, arty �Ce
President, any Assfslanf Vice Presid�nt, any 8ecreiary, any ASSist�rri Secretary, ar� ttt� seal af Ihe Compa€ry may #�a affixed by facsimile ia any PowEr
of Attorney ar to any cerlf�cate relaiing thereto appointing 12esident�ce Rres9cferits, ResitlerK Assistant Secretarfe8 or AUart�eys-In-Fac� fpr purposes only
af e�cuting and altesilrtg bonds and andertakings and oth�r writings obtigatory in the nature ihereof, and any snch Power of Attorftey or oartiflcate b�Earing
suah fBCslmile signature or facsimile se81 sh�[I he valid and binding upon the Company at�d arry such p�wer so exeeuted a�d cert�ied by such faCsimite
signature and facsimlle seal shail be valld and binding an thE Camparry in the t�wre with respect 10 any bond oe underslanding to which it is aft$�hed.
1, F�evlr� �. HugFr�, the undersigned, Assistant Seeretary ofi rr�velers Casuatty and 5urety Campany of AmsriGa, Tra�elers Cesualty and Surety
Company, and Sf, paul Fire and Madne Insurance Company, do hereby certify that the above ancf ivreg�ng is a tru� and correct aopy of ihe Power qf
Aitarney e�:cuted 4y said Cnmpanies, which remains in fuli farce arsd effect.
�ated thls 5th day at January , 2029
fi--�
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� • ,, , : ' •� �` �.�� � K��e�n �. Hughes, Assi tant 5ebretary
��
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f�ls�sa r�ell�� 1� Eire w6�u�-rx�n+�dG�ey�i�r-Fast �rr� dk� r�t�l� a�EAe 7�a�rir! Rn cYiri�r &r� �nw� is att�ocl�en►.
s ;
Band No. 1072�2634
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34
THE STAT�. Ol� '1'i:XAS
CO[iNTY n�� 'l'ARRAI\'1'
S�C1'IOv �0 61 19
MAIN`E'1:NANCT: i3UND
§
§ �NnW ALL 13Y'CII�:SE PHF;S�\`t'S:
§
That wc_Revcs Grau�, f_,i,n, known as "I'ri��cipal"' hcrc.i� �nd
7ra�elers Casual and Sure Campan�,af Arrter�ca ___, a corpnrate surety (sureties, if �nare tha�i
one) duly authorir.ed to do business iFt #h� State of Tcxas, k�io�vn as "Surety" l3ercin (��hether o��e
ar �r►are), are held and �nniy haund untc� thc City o��ort Wartl�, a�nunicipal cotporation created
pursuant to tlje la�vs of t�ie State of 1'exas, knnwn as "Cit}�" fierein, i�� the su�n of f+our Millian,
�Iine Hun�red Thirty-Se;en Thousand One Hundred �Iinetv-`1'�hree and Ofl/100 I)ollars
�(� 4,93'�,193.0�, lawfui inoney of thc U��iEed States, to be paid i�� Furi Wnrt1�,1'arrant County,
Texas, fvr }�ayment of which su��� weli ar�d truly be znade unt.o �he City and its successors, �ve
l�ind aurselves, our heirs, executors, adininistrators, successors a��d assigns, jointiy anc! severally,
�r�i�ly 3ay these prese��ts.
WHER� A�, the 1'�'iEicipaf has enter�d i�tto a cer�ain written coniract witt3 the City awarded
the� _ day of �^ �a���rY_ _______— ____--.---- -� �D, 21 , which Contract is izereby
�-eferred to �ind a►nade part 1�ereof� far all pur�oses as if fully set forth l�e►'eii�, to fi�rnish a!1
inater�als, ec�uip�taent lahor and atlaer accessories �s defned by fa�v, in the prnsecution of tl�e
Wo�•k, includi�l�; f�ny Work resultin� fr�in a cEuly authorized Cf��nge Order (colfecci�ely herei�l,
the "Work'�) as pro�idecl for in said cotitract and desi��ated as WesY `1th Streef Impro�ements,
City 1'roject No. tp1555; a�3d
WHi�Rl�:A�, Principak hinds itself to use such inat�;rials and to so co��struct thc Wock i��
accordancc ��ith the ptans, sp�:ciftcatioi�s and Contract Dncu�neElts tiiat tl�e Work is anci will
re�nai�� f'ree frc�m defects in i�ateriaEs or work�r�anship fur a�tid during tl�e ptriod of t�vo (2) years
alter the datc ot�t=inal Acc�ptance ot`tf�e Wo��k by' tlle City f"M������»anCi I��i�IU{��'}; �nd
W�{���`,AS, Princi�a) Uinds itseif to repair or reco��struct ihe Work in whoic or in part
upo�� recciving notice froin the City of �he need therefor at asiy time within the N1ai�t�enance
Period.
C'I"i�Y ()f Fb€Z"f w'(1R f li
5"CA'.�I]ARI) C+)NS`CIiP(`CtCll� S1'[:('IPICn FEO�ti bOL'l;Vliiti i S
f�i1'ISCt��li�) �..'���
�ti"cst 7th Strcc� 13n33ro��emcnta
('ity Pru�eet No. 101�?]
i)f1Gi i9_"_
h�nit��� l:� �?�c�: 13c�tir�
Pa�4 ? +,! �
�
Z �OW "t'�Ik ��:�''Olti:, tl�e cor�ditio�} of this oblig�►tic�il is such that if't'ri�ieip�l shall
3 rc�ncciy any cleEcetive Wc��k, For which tiincly ��c�ticc was prnvidet� by City, tn a eo�n�letion
4 satis��cto�y tn the City, tl�en this �61i��tion sl�All Ueco�ne i�ull and void; otltierwise ta rc�nain in
j fUll fQi'C� ii11d effCGC.
G
� YI2.OVlI7� D, HOV4'EVER, il� Prineipsl sha�l fail so to rep�ir or reconstn.ict any tin�ely
8 noticed defecti�e Wack, it is a��'ced �hat thc City may cause a�iy and a11 sucl� cicfective Wark to
9 be repairecf �ndlar recorsstructed witl� all associaEed costs thereof f�eing bo►-ne by tf�e I'rincipai anci
t p tl�e Surety under this Maint�na�ce t�ond; and
il
1 Z 1'KOVIDED FL:IZ"1'II�;�2., thal if any legal action be filed on this �3and, ve�zue s�7all iie in
13 '['arrant County, "i'cxas or the Unitec� States District Caurt for the Nc��•them I�istrict of "fexas, Fort
I� Worti� Division; and
95
��, PROVIUh:I} FI:R.'l��:Ct, tl�at this obligatinc� shall be coi�tinupus irj nature and
t'i successive recvve� ies x��ay be had hercan for successive �reaches. •
18
�4
2f1
14'cst 71h Sirc��� lmpruticmcnis
('1'I'1" Q]' I�i712 f W'Olt'CII ('ity PrAI�LS \o. 101)�i
S'1 A�[)A[tU C'ONS"f Rt�('"I iOV Sl'l:('il-IC'.\ I IU;�i I1OCUi�it-\ E S
itctiised Eu4y l.'_IFI I
m
O(�6] iN-3
�iAlti"I k:NA�('C: f30NU
Pagc 3 of 3
t I:V WI'C��:�S WIIERkE)I�, rhe Pri��cipaf a�zd the Sur�ty have cach SIGNI:ll and S�?�f.E:D th�s
2 it�str�nnent by duiy autharized a�;cEits and a�fieers on tftis tiie __ iZ��. �, c�ay of',_�__�� _.�.
3 _� _Januar�+ ___r__ �__, 20_ 21,
PRf\CIPA[�:
[te c _ u�. L�f'i] . _ __ �._
� � 4 .. —.. _ ".
r_ - -- - - - ---..
��: --� _ r--- '--
Signai e
VEarcos Re_Yes, PresicleE�t _ . ___
?�iame a��d TitEe
Address: 1520 Yarker l2d.
Grand �'rairie, TX 7�05�
SE�R€:"CY:
iravelers Casuakty_and Suret�r Com�any_
_of America_� _ - -__ _ ----.-- --- —
E3Y: (1C _ — - - - � ��t�
Si�;n�turc
Courtney A. Flaska, Altorn�y in Faet __
;�ame and 'iitle
Ad�3s•ess: One Tower Square _ _ _ _
Hartford, CT 06783 _ - - -
Telephone 1 u��6�j : (800)747�3719-- - - -
�6
37 *Note:: if si�c�ed by an �f'f cer oi' the S�ircty C�rnpany, tlieri ��aakst be o�� fiie a eerti�ed extract
�8 fr�m the hy-laws sl�o�vi���; that this �erson has authority !o sigEi sticlz obligaEioi►. fi�
3� Surety's physicai address is diC[`cr�nt from its i��ailing address, bot1� must be pro�ided.
�p "I'he date oE`t�ie bnnd s9�a11 not be prior ta thc date the CaT�tract is a���ard�d,
4
S
6
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�
10
11 f�T'I� l= " J f
1
13 - -�� -- ---
1� ( r� cipak) 5e e ar
l5
l6 �.
17 �
t 8 �-' r'' i
19 �i_��. _ .� -- --_ _ -
20 Wititess as to Princi;�a!
2[
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23
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25
? (�
27
Z£i
?.9 �i'C l'CS"f:
3b
31 NfA _ _ _ ._ _ __— _ �� -
32 (Surety) Secretary
33 � �+. � s•��.�
3� � (I��L�+�i _� �_ — — - --
35 VVitness as ko 5urety
4l
Cf I'Y Qk� !�i)IZ'I 1�'Olt'I I l
SIA�!)ARDCCI\S'I'IZ�C'"fIOV SPI C'[F[C'A'flUti 910(�[;�1G`J'I'S
ltc�iscxlJuiy l,?Ul4
1�+'�s1 7th Strea [inpres�cm�nts
i'ii} Prujc4t'�`��. iUli7S
Surety Company /�cknow�edgement
sTAT� o� �inv��s
COUNTY OF COOI� s��
On this_ k� � 1anl�� a� Z�� � , before me personal�y appeared �
� .�'�QS�� ._, ta me knowzz, who, bEing by me duly swo�,
ciid depose and say: tha� (s)he resides at �chaumbur�, Ill�nois, thai (s)he is the Attoruey in
Fact af I S Gi �
carporation described i� and rvh�c� executed the
the
that (s)he knows the
corporate seal of said cozporation; that the seal affixed to said instrument is such carp4rate seal;
that it was so af�ixed by ordez of the Board of Directors of said corporation; that (s}he sigtaed
his/lier n:arne thereto by Iike arder; aud that the Iiabilities of said corparation da no� exceed its
assets as ascertained in the rnanner provided by law.
-- �
Public in and for the above County and
State My Comrnission Expires: p�/23/21
���
�;��S�Pdil��IT'�A SRA�I K�
`. E�li="riCIAL SEAL
�-"" �l�tary i ublic. State o# iliinois
`�� Prly Commission Expires �
�� �: ��� Jurte 23, 2a21
. .-_—:�.��: �,����-�.
_.. -----�,--- -._�. � �__� - - - ir��e�l�rr� ��u�l�,+ �nd ��rr�#�v �orn���rp of 11r��ric�
7°e�r��i�� ��s��l�y �r�d ��rr� �c�p���
�°�������� ------ _._ St. Pae�l �1� ar�� [�ar��� Irr�ur�ar�e� C��p��e�� ��
�t�� �� �mirA�a��v
���� }a�,b �q�pp �y THES� pREg�WiS: T!►ai Travelers Casuaiiy and Surety Gompanyr of America, iravelers Casualty and Surety Company, an�# St.
Paul Flre �nd Madne lnsuranr,e Company ar� corporatians duly organized �nder the laws of lhe Stafe oi ConneCf��ut (h�rein caJ�ectively called tha
"Campanfe&"�, and ihai the Companiea do hereby rr�ake, ca�siltute and appaint Co��tnay A. F1�isa of ScF�aum�ur�, lllinois, thetr true and lawFu)
Aifomey-irwFact fa sign, exeeute, se�l artd aCknowledgQ any and all bo�ds, re�ognizanr.es, condilional undertakings ar►d oiher writings obligatary in
th� nature ihereof � hehalf of lha CompanEes In their business of guaraMeeing the f6defity of persar�s, guaranteeing the perforrttance ofi
r.anir8cls and execxiting or gu�rante�ing hands and undertakings required as p�mitted in any actians or praCeedings allo+n�d by law.
1N 4�1PiTNES� �44E�0�, the ComAanles have caused th1s instrumert to 6e signed, and thefrcorporate seats to be hereto affixed, ttiis 3� day af Fe�rua�,
ao��.
;�'aerr' :.,,�ae �
a� �, h . � �", _
a> �. � +�
��t%�� ' � 9 x��,�e�. � �." E��t
�,,, �,, ��e�° ' �+y _ _,��' � �
. w `. .�• r.� E�
w,s`__
5tate of Connacticut
City af H�rtfoM ss,
� r'
�- . .�- ,: : �,
By: �-.�.�-:<•- = "= ' =:='�:;' _:,L _ �
RoFistf L. Raney, 5effi'ar Vice Prasiden;
Dn this t!'� 3rd day of Fabru�ry, 2A9p, hefar� rr�2 personapy appeared �o�R L. RaRsy, wi�a ackno►ni;edged hlmseEF to b� the 5�niar Vlce Ptesident af
TraveEer9 Casuaity and Sur�1y Company af Arneric8, �'raveters Casual#y antl 5urety Company, and Sf. Psul Fire anq MarinE Insuranoe Company, and
lhal h�, as such. bein5 authorized so to dcr, executed tite foregoing insirument far the purpase:s th�rein carztainetl by signing on hehalf of th� cnrporaiions
!3y himself as a duly autharized officer•
In 4�1[tness �*fMereoi, l hereunto set my harxl a�d off[cial sea1.
My CammRssion expires �hs 3Dth day o1 dun�, 2��9
, `���� ---•
��J1�ui.. % :�l�R�.�_ __
�,, q�� � Man C Tetreault, NOtary €'ubfic
7his Povyer of Attomey is granfed unde€ and hy tha auihority oi the follq►ving resnlulians sdopted by ttse Baards of �iret�prs af Travelers Casuslfy and
Surety Company of America, Travelers Casualty and Surety Compar�y, and SE- Paul Fire and Marine Insuraoce Canpa+�y, whicFe resolutions are naw in
full force and Effect, reading as fpllows:
R��OLV�D, that the Chairtnan, Ehe PresEdent, any �ce Chairm8n, any F�cecutive Vice f'resident, arry 5eniar Vioe Presidant. any �ce Preaid�nt, any
Seoond Vice President, the Tne�surer, ar►y Assistant 7ressurer, trie Cnrporate S�cretary or any Assistant Secrefary may appnirn Aftomeys-in-�act and
Agenis to act %r and on 6ehaif o# the Cam�any and may give such eppaintee such authnrity as his ar her cerlit'�cate of authoriiy may prescrlbe to sign with
the CoEnpany's name and seat with ihe Company's seal bonds, r�et�nizances, r.antracts of ind�mnity and other writings Q51Egaiory in the nature of 8
6ond, racognizaf�ce, as condiGonal undertaking, and any of said t►fficers or ihe BaaM af �irEctars gt arsy time may rFxrta+r�: arti]I such appsainte2 and re�oke
the power gl+rer� him or her; arsd it is
f1i�THER RESOL.V�D, lhat the Chairman, the President, any Viae Chairman. any Executiue Vlr.e Pres9dent, any 5enior Vice PresEdent ar�t�r Vice
PresicEent may deleyafe aA or arry par� a#the foreg�an� aut�ority to ane or more officers or emplayees of this Cnmpany, provl�ed ihak each such deiegativn
is in writing and a capy th�reof is filed in the off� af the SEcretary; and it is
�UI�Th1ER �ESOLV��, that any hfl�d, recognizance, oontra�E of ind�mnity, or writing abligatnry in #he nature of a band, reCagnizance. ar obrtdiGonal
undeRSking shall be valid ar� 6inding upan the Company wh�n (a) signed by the President, any V'�ae Cheirman, ar�t ��oe�utivve �ce 1'rest�ent, any S�,nior
V�ce Presid�nt or any Vfce Pr�sidenl, any Second Vice President, the Tre�surer, any Assistant Treasurer, the Carporate Secretary or any Assistam
Secretary ersd du4y altested and sealed +nrith th� Enmpany's eeal by a Secretary or AssistaM Secretary; or (b) duly executed (uncler sea�, if required) by
ane ar mare AttorRays-in-Fact and A�qsr�is pursuant fa th� prnr,ner prescribed in his or her r.ediTicate ar tt�ir cerlificates of suthndty ar hy ane nr mare
Carrtparry offiCers purauanl tG a written dalagaiion oF auihorily; and it is
pl�R'3pigR ��S{?�V��i, ihat 1Fna signature of each of lhe foilawing nffice[s: Pres�deni, any ExeCulivs Vlc:e Presider�t, a�r S�nior ViCe Presitl�nt, any Vlce
President, any Assist�nt Vlce Presid�r�. arry Sscretary, arry Assistarn Sscretary, and tt� seal of tiie Comparry may b� affixed by #aCsirttfle to arty Powsr
of Attamey or to any ceri[�icale relating ihereto appointing ReaideM Vice Presiderris, Res[�ierrt Assistant 5ecr�iariE� orqltorneys-in-F'8Ct for purAoses only
of executing and attestlrtg honds and undertakings and other uuriUngs abl€gaiory in the nature tfirar�af, and any such Pawer qf Attomey ar certi#Ecate bearing
such fia�slrr+�le sEgnaiure as tacsimile Seat shall t�a valid and binding upon tha Campany and ar�y auch povuer so ex�cuted and Cerfi�ed byr such FaCslmife
sfgnature and Facsimfle seal shall be valld and binding nn the Company in the fulure with respect to any bond ot untl�rsianding io +mhioh it is aUached.
E, Key�n E. �1�+ghs�, the undersigneci, Asststant Secretary of Travelars Casualky and Surely Ca+'a'Epany ai America, Travea�rs Casualty and Surety
Company, and 5L Paul Fire and Marfna lnsurance Campany, da hareby �r#iiy thet the abov� �nd foregQiny is a trua and correcf eopy of the Power pf
Attorney execubed by said Companies, whicti remains [n fu11 forae and u�ifect.
Da�ed this �� day af J�nU�ry � 2q21 •
- �7C �.� �� _-
�t���� ti� ► �,49 SC� iC
� �1�'A � �' � ���+�f� � � �� �
��? �w��FF� �, p� . �� Cy' - _ , -
� �_ � �' � '" f��,J✓ � Kevin E. FEughes, /�s� lant Seaetary
�a ��� a�r�r���n+�a� ��r:ar o�.ara��+. �� a�r� �ra,�� ��.
�.sr� � t� dlra s�a� �nr��tteraey-lry-�t a�r� �e �el�rils a+�� b�rd ta uvk� 6Y� parrrer is atPs��
�I�r���t /4ddi�ional Ir�s�a��d � ��vners, ���sees or
C�ntr���or�� � �i�h �r�du�fs-��rrr�ple��€�
Op�ra#i�ar�s ��re�r�g� Er�dor��err��r�t
This endarsement modifies insurance pro�ided under the following:
COMMERCIAL GENERAL LIABILlTY COVERAGE PART
It is understood and agreed as follows:
I. Wb0 IS Ai� �N�U��D is amended to include as an Insure�l any person or organization whom you are required
by wrritten contraet to add as an additional insured on this co�+erage par�, but only with respect to liability for
F�odily in��ry, proper�y damage or �ersonal and addertisin� injury� caused in whole or in part by your acts or
omissions, or tf�e acts or omissions of those acting on yaur behalf:
A, in the performance of your ongoing operations subject to such written contract; or
B. in the performance of y��r u+rark subject to suci� written contract, but only with respect to badily inj�ry or
properfy c�ama�e included in the pr��luc#s�completed operations haaard, and only if:
1. the written co�tract requires you to pro�ide the additional insured such co�erage; and
2. #his coverage part provides such coverage.
II. But if the v+. ritt�n contract requires:
A. additional insured coverage under the 11-85 edition, 10-93 editi4n, or 10-01 edition of CG2010, ar under the
10-01 edition of CG2037; or
�. additional insured coverage with "arising out of" language; or
�. additional insured co�erage to the greatest extent permissible by law;
then paragrap� I. above is cieleted in its entirety and replaced by the follawing:
I,�IFiO IS Aid INSUR�i� is amended to include as an Insur��1 any person or organization whom you are required
by written �ontract to add as an additional insured on this coverage par�, but only with respect to liabiiity for
i�ociily injuwy, �raper�y c�arnage or �ersonal and adder�ising injury arising out of yaur� work that is subject to
such written contract.
III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not
provide such additional insured with:
k�. co�erage broader than required by the written �nntract; or
�. a higher limit of insurance than required by the vieritten contrac#.
IV. The insurance granted by this endorsement to ihe additional insured d4es not apply to Hotlify ir�jury, �wo�e�ty
�lamage, or �ersonal and acJver�isin� injury arising out of:
A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services,
including:
�. the preparing, approving, or failing ta prepare or approve rriaps, shop drawings, opinions, reports,
surveys, #ield orders, change orders or drawings and specifications; and
�. supervisory, inspection, architectural or engineering activities; or
�. any premises or work for which the additional ir�s�red is specifically listed as an additional insure�d on
another endarsement atiached to this cadera�e par�.
V. Under CO�+iMERCIAl� ��NE�3�l, �IA�ILI�Y C9NDIYIOFdS, the Candition entitled Other Insurance is
amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in
this coderage par�:
�rimary and �oneontributory Insuranee
CNA75079XX (14-16) Pol9cy No: 60�0362967
Page 1 of 2 Endorsement Na: 01
National Fire Insurance Co. of Hartford �ffective Date: 04101/2Q20
insured IVame: Reyes Group, Ltd.
Copyright CNA Ai! Rights Reserved. Includes capyrigMed material of [nsurance Senriaes Office, Inc., wilh its permission.
�I�n�s�t Additien�l Ir�s�r�d � Or�+n�r�, ��ss��� or
�entr�c�ors � v�i�h �r�duct�-Corr�pi�t�d
�perations ���e��g� �r�do�s�rr�e��
With respect to other insurance available to the additional insured under which the additinnal insured is a named
insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a
writ#en cor�trract requires the ins�arance provided by this policy to be:
9, primary and non-contributing with other insurance available to the additional insured; or
�. primary and to not seek contribution from any other ins�rance available to the additional insured.
But except as specified abo�e, this insurance will be excess of all other insurance availabie to the additional
insured.
VI. Solely with respect #o the insurance granted by this endorsement, the section entitled CAfVIR+i��GIAL
��N���� LIA�I�IiY COW�ITI�F�S is amended as follows:
The Condition entitled Duties In �'he ��ent of Occurr�nce, Offens�, Ciaim er Suit is amended with the
addition af the foflowing:
Any additianal insured pursuant ta this endorsement will as soon as practicable:
1. give the Insurer written notice o# any claim, or any occurrence or offense which may result in a claim;
�. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the
investigation, defense, or settlement of the �laim; and
3. make a�ailabls any oiher insurance, and tender #he defense and indemnity of any claim to any other insurer
or self-insurer, wi�ose policy or program applies to a loss that the lnsurer co�ers under this co�erage par�.
However, if #he +.+vritten c�n#rraet requires this insurar�ce to be primary and non-contributory, this paragraph
3. does not apply to 9nsurance on which the additional insured is a named insured.
The Insurer has no duty to defend or indernnify an additional insured under this endorsement until the Insurer
receives written notice af a claim from the additional insured.
VII. 5olely with respect to the insurance granted by this endorsement, the section entitled ���INI�i��S is amended
to add the following definition:
Wrritten contra�t means a written contract or written agreement that reguires yau to make a pe�son or
organization an additional insured on this covera�e parrt, provided the contract or agr�ement:
A. is currently in effect or becomes effective during the term of this policy; and
�. was executed prior to:
1. the badily injury or �roperty r�amag�; or
�. the offense ihat caused the personal and adr►ertising inj�fy;
for which the additiona! insured seeks co�erage.
Any coverage granted by this endorserr�ent shall apply solely to the extent permissible by law.
AEI other terms and conditions of the Palicy remain unchangeci.
This endorsement, which forms a part of and is for attachment to the Policy issued hy the designated Insurers, takes
effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown
below, and expires concurrently with said Policy.
CNA75079XX �10-16) Palicy No: 60�0362967
Page 2 of 2 Endorsement No: U1
National Fire Insurance Co. of Martford Effective Date: d4/0112020
[nsured Name: Reyes Group, Ltd.
Copyright CNA All Rights Reserved. Includes copyrighfed material of Insurance Services OHice, Inc., wiih its permissian.
STAI�TI�ARIi GE�TERA,L CO1V�I��T�ONS
4F ��E CONSTRU�T�ON CONTRA►.�T
CI3'Y OP POAT WOTtTH West 7Ch Street [mprovcmenls
STANDARDCONS"fRUC'CION SPBCTF[CAT�OIV DOCUMI;NTS CftyProjectNo. 101555
Revision: March 9, 202�
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF COliTTEllTTS
Article I— Definitions and Terminolagy ....:..........
................................................
1.01 Defineci Terms ....................................................................................
j.02 Terminology .......................................................................................
Page
... . .................................... I
...........................................1
........................................... 6
Article2— Prelimina�y Matters ......................................................................................................................... 7
2.01 Copies ofDocuments---�-----�-•--�---...------�----�----------�--�-------�----�-----��--�-��----�-----�-----�----�--------�-��-----�--.7
2.Q2 Commencement of Cont�•act Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work ..........................................................................................................................8
2.04 Before Starting Construction ........................................................................................................ S
2.05 Preconstruction Conference ...................................................--•--�---.......-�-----•--••--•�--�---.................8
2.06 PublicMeeting ........................................................................ ....8
..................................................
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Art�cle 3— Contract DocEiments: Intent, Amending, Reuse ............................................................................ S
3.01 Intent .............................................................................................................................................. S
3.02 Referenee Standards--�----�--�•--�---.....--•----��----�-�--�-----��----�---��-----�-----��----�----------------�-�--.........---------�-9
3.U3 Reporking and Resol�ing Discrepancies .......................................................................................9
3.04 Amending and Supplementing Contract Documents .......................................................:.........10
3.05 Reuse of Documents ...................................................................................................................14
3.06 EIectronic Data-�-----��---�--�--�-----�----�-----------�---------�------�----��-�--�-----------�-----�----��---------��----�--------------1 1
Ariicle 4— Availability oiLands; Subsurface and Physical Conditians; Hazardous Environmental
Conditians; Reference Points ...........................................................................................................11
4.01 Avaiiability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions .................................................. ...........12
.............................
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Undergt•ound Facilities ....................................:........................................................................... 13
- 4.05 Refe�-ence Points ...................................................................................:.....................................14
4.06 Iiazardous Environmental Condition at Site ....................:......................................................... l4
Article 5— Bonds and Insurance .....................................................................................................................16
S.O1 Licensed Sureties and Insurers .-�-----�-�--�-----�-�--�--�---�----�----�-----�-----��-�-------•�--�--�----�------�----�----�-----16
5.02 Perfortnance, Payment, and Maintenance Bortds .......................................................................16
5.03 Certificates of Insut-ance .............................................:............................................................... I 6
5.04 Contt•actor's Insurance ................................................................................................................ ] 8
5.05 Acceptance of Bonds and Insurance; Optiot� to Replace ........................................................... 19
Az•ticle 6— Conteactoc's Responsibilities ........................................................................................................ 9 9
6.01 Supervision and Superintendence ...............................................................................................19
CITY OP FORT WORTH Wcst 7lh 5lrecl impruvemenEs
STAIVDARD CONSTRUC7'[ON SPGC[FiCATiON DOCilivlElVTS City Project Na. I O1555
Rcvision: Man;h9,2020
b.02 La6or; Working Hours ................................................................................................................20
6.03 Services, Materials, and EqUipment ................................................:................................•-.----.--20
fi.04 Project Schedule ...................................................................................................•-�----�-------------..21
b.05 Substitutes and "Or-Equals" .................................�-----�---�-��----�-----��----�----�..................................21
b�.OG Concerning Su6contractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates..----�-�-----�----�----�-----�--�--� .............................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.04 Permits and Utilities ...................................................................................................�-----�----�----.27
6. E 0 Laws and Regulatians ....................................................................� �---------� �----�---�-�----�-------......... 27
6.11 Taxes ...................................•--�--��-�----.....-�---�-----�-----............:...................................28
.. ............ ......
6. f 2 Use of Site and Other Areas ......................................................................:................................28
6.13 Record Documents ......................................................................................................................29
6. l4 Safety and Protection .......................................................................................•---�-----�-----�----�---..29
6.15 Safety Representati�e ..................................................�-----..........................................................30
6.16 Hazard Communication Programs -�---�-�-� ...................................................................................30
6.17 Emergencies and/or Rectification ................................................................................................30
6.18 Submittals ..............................................................................................•-•--�-----�----------�-----�----�---.31
6.19 Continui�g the Work ..............................................................�------�---...---....................................32
6.20 Cor�tractor's General Warranty and G.uarantee ..........................................................................32
6.21 Indemnification ......................................................................................................................�--33
6.22 D�legation of Professia�al Design Services ..............................................................................34
6.23 Right to Audit ................................�--�----�---...--------...---��-----��----....................................................34
6.24 Nondiscrimination........---�-�--�----�---......-�----�-----�----� ......................................................................35
Art�cle 7- Other Work at the Site ..............
7.01 Related Work at Site ..............
7.02 Coordination ...........................
------�----�----�--�--�----�-----� ...............................................
......... 3 S
......... 35
--�------36
Article S - City's Responsibi[ities .....................................:........................................................................�----3�
$.01 Coznmunications to Cantractar ......................................................�-----....-------�-----�---��-----�..........36
8.02 Furnish Data ...................................�----�---...---��----�-----�-----��-.........................................................36
8.03 Pay When Due .--�-----�� ......................�--�---....................................................................................36
8.04 Lands and Easements; Itepo��ts and Tests ...................................................................................36
8.05 Change Orders ........................................................................................��----�----�-----�-----�-----��-.....36
8.OG Ins�ections, Tests, and Approvals ...........:...................•-•-�-----�---....----�--�--�--...........................
. .....36
8.07 Limitations on City's Responsibilities -----------------------------•-•.......................................................37
$.O8 Undisclosed Hazardous Environmentai Condition ....................................................................37
8.09 Complfance with Safety Pro�ram .......................................................................�----��----------��-----37
Article 9- City's Observation Status During Const�ctian ..........................................................................:37
9.01 City's Project Manager ...........................................�-----------�---------�-��-......................................37
9.02 Visits to Site ......................•-�--�----...---�---��----�--.....---�-----�.................................... ...37
................ .......
9.03 Authorized Var•iations in Woe[c .................................................................................................. 38
9.04 IZejecting Defective Work ................................................................... --...38
---�--�-�--------�-----------•-� �-
9.05 Determinations #'or Work Performed ..........................................................................................38
9A6 Decisions on Requirements of Con.tract Documents and Acceptability of Work .....................3$
CT7'Y OF FQRT WORTE-T West 7lh Strccl improvcments
STANDARDCOi*ISTRUC'C[ON SPEC[F[CA"1701V DOCUMENTS City Project No. 1UL555
Revision Marcli9,2020
Article 10-Changes it� the Work; Ciairns; Extr•a Wot•k ................................................................................38
10.01 Authorized Changes in the Work ...............................................................................................38
10.02 Unauthorized Changes in tl�e Work ............................�....................-�-----......................--�---........ 39
10.03 Execution ofChange Orders ...................................................:...................................................39
10.�4 Extra Wark .........................................................................................................�--......................39
10.05 Notification to Surety .......................................•-�--.....................................................---..............39
10.06 Contract Claims Process ...........................................................:.......................................�--.......40
Article I 1- Cost of the Work; Allorh+ances; Unit Price Work; PIans Quantity Measurement ......................41
1 ].Ol Cost ofthe Work ...........................�----......................................................-----.......................----�--41
11.02 �lllowanc�s ..........................................................................................................�--.....................43
11.03 Unit Price Work .............................................�----........................................................................44
l 1.04 Plans Quantiry Measurement ..............................................................�--....................--�----..........45
Article 12 - Change of Contract Price; Change of Cant�•act Time ........................
............
12.01 Change of Contract Price .................................................�--..................................................---�--46
12.02 Change of Contract Time ....................................................�-�---....................-----.........................47
12.03 Delays ................................................................�--.......................-�-----.....................-----...............47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
l3.01 Notice of Defecis ...................................................�---........................----........................---�---......48
13A2Accessto Work-� ............................�--............,......:....---�---.....................................................-----.48
13.03 Tests and Inspections ---� .............................................................................................................. �8
13.04 Uncovering Work ........................................................................................................................49
13.05 City May Stop the Work ....................................................................................................�--......49
13.06 Correction or Remaval of Defective Worl� ................................................................................50
13.07 � Cort�ection Period .................................��----.......................--------....................--�----.......................50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work .......................................................�--....................-�---..........51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14.0] Schedule ofValues ......................................................................................................................52
14.02 Progr•ess Payments ..................................................................................................................... S2
14.03 Contracior's Warranty of Title ..........................�---........................--�--........................................54
14.0�4 Partial Utilization .....................�-----.........................---..........................-----..................................55
14.05 Final rnspection.....---... ....................................................------......................----...................:........55
14.06 Final Acceptance..........--� ............................�----.......................--�----.....................--�---..................55
14.07 Final Payment ..............................................................................................................................56
14.08 Pinal Campletion Delayed and Fartial Retainage Release ........................................................
14.09 Waiver of Claims ..................................�---......................---...........................--�--......................... 57
Article 15 - Suspension of Worlc and Termination ........................................................................................ 5'%
15.0� City May Suspend Warl� .............................:...............................................................................57
15.02 City May Terminate for Cause .......................................................................................�-�-�--..... 58
15.03 City May Terminate For Con�enience .......................................................................................60
Article16 - Dispute Resolutian ............................�--...................................................................................---- 61
16.01 Methods and Pracedures ...........................�--........................---........................-----.......................61
GI'CY OF FOR'C WORTI [ West 7th Strcc[ Tmprovemcnls
STAN�ARDCQI�IS'fRUC"I�OI� SPLCIFICATiON �OCUMEN'fS CityProjectNu. t01555
Revisiun: Macch 9, 2020
Article l 7 — Misc�llaneous .........................................................
17.01 Gi�ing Notice .........................................................
17.02 Computation of Times ...........................................
17.03 Cum�lative Remedies ............................................
17.04 Sur�ivaiofOb[igations ..........................................
17.05 Headings....----� ...................................:....................
c�Tv or r oaT waRT� �
S'iAIVDARDCOi�15TR1JC"CIOPI SYT:'C[F[CAT1pN DOCSJMENTS
Ke�ision March9,2U20
.......... ..... ..... . ......
.... ...... ..... ........... .
....... ..... ...............
� .......................�--
.................. .........
..................................... 62
..................................... 62
..................................... 62
.................�---................ 62
.............�--�--.................. 63
.....-•---�-� ....................�--- 63
West 7th 5trcet [mprovcments
City Pmjecl Na_ 141555
00 72 00 - i
GENERAL CONdITIONS
Page 1 nf G3
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever useci in these General Conditions or in other Contract Documenls, the terms listed below
have the meanings indicated which are applicable to both the singular and plural thereof, and
wo�•ds denoting gender shall include the masculine, feminine and neuter. Said terms are generally
capitalized or w�-itten in italics, but not always. When used in a context consistent with the
definition of a listed-defned term, the term shall have a meaning as defined below whether
capitalized or italicized or- othei�+ise. In addition to terms specifically deitned, terms with i�itial
capital letters in the Contract Documents ir�clud� references ta identifted articles and paragraphs,
and the titles of other documer�ts or fortns.
1. Addenda—Written or graphic insti-uments issued prior ta the opening of Bids which clarify,
correct, or chat�ge the Bidding Requiretnents or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agi•eement between City and
Contr-actor cover•ing the Work.
3. Application for Payment—The form accepiable to City which is to be used by Contractar
dueing the course of the Work in requesting progress or finai paymertts and which is to be
accompanied by such supporting docurnentation as is required by the Contract Docutnents.
4. Asbestos—Any material that contains tnore than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United States
Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for ihe City to enter into an Agreement.
6. I3id The offer or praposal of a Bidder snbmitted an the prescribed far�-n setting forth t�e
prices for the Work to be performed.
7. Bidder—Tl�e individual or entity who submits a Bid directfy to C�ry.
8. Bidding Docurraents—The Sidding ReQuirements and the proposed Contract Documents
(including all Addenda). ,
Bidcling Requrrerraent.s The advertisement or Invitation to Bid, Instructions to Biddex•s, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal 6usiness,
generally Monday thz•ough Friday, except for federal or state holidays obsetvec� by th� City.
11. Calendar Day --- A day.consisting of 24 hours measut-ed from midnight to the next midnighi.
CITY OI� �ORT WORTH West 7th Strcet Tmprovements
STAAIDARD CONSTRUCT�OM SPECIPiCAT[ON []OCUMENTS City Project No. I 0] 555
Revision:Ma�h9,2020 '
ao�zoo-i
GENERAL CONDITIONS
Page 2 of 63
!2. Change Order—A docUment, w�tich is prepaeed and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletian, or re�ision in the Work or an
adjustment in the Contract Pri�e or the Contract Time, issued on or after t�e Effecti�e Date
oi the Agreement.
13. Cit}� The City of Fort Worth, Texas, a home-rule municipa] corpot�ation, authorized and
chartered under the Texas State Statutes, acting by its governing 6ody through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
invoi�ing the Ciry of Fork Worth is by Charter vested in the City Manager and is the entity
with whom Contractoe has entered �nio the Agreement and for w�om the Work is ta be
performed.
14. City Attorney — The officially appointed Ciry Attorney of the City of Fort Worth, Texas, or
his duty authorized represer�tati�e.
I5. City Council - The duly elected and q�alifed governing bocfy of the City of Fort Worth,
Texas.
16. Cily Manc�ger — The officially appointed and authorized City Manager of tne City of Fort
Worth, Texas, or his duly authorized representative.
17. Contract Claam A demand or assertion by City or Contractor seeking an ac�justment of
Contract Price or Contract Time, or both, or othee reiief with respect to the terms of the
Contract A demand for money or services by a third pariy is not a Contract Claim.
18. Cuntract 1"he entire and integratec! written docurt�ent between the City and Contractor
concerning the Work. The Contract contains ihe Agreement and all Contract Documents and
supersedes prior negotiatio�as, representations, or agreements, whether written or oral.
19. Contract Documenls—Those items so designated in the Agreement. Alf items ]istec� in thc
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the repo�-ts and d�-awings of subsurface and physical canditions. are not Cantract Documents.
20. Cantract Price—Thc rnoneys payable by City to Contractor for completion of the Work in
accordance with the Con�ract Documents as stated in the Agreement (subj�ct to the provisions
ofParagraph 11.03 in the case ofUnit Price Work).
21, Contract Trme—The nurnber of days or the dates stat�d ir� the Agi-eement to: {i} achieve
Mileston�s, if any and (ii) complete t�e Woriz so that it is ready for Final Acceptance.
22. Contrc�ctor Th� individual or entity with whom City has entered into the Agreement.
23. C.'ast�oflhe Wr�rk—See Paragraph 1 I.01 ofthese General ConcEitions for� definition.
CI7'Y O�' PORT WOR1�H West 7tli Strcet [mpro�ements
STANDARD CON5'f RTSCT[0 N SPECTPICAT[QiV iaOCUMrl�FTS Ci ry Praj ccl No. i 01555
Revision: �Vlarch9,2020
00 �z oo - i
GEN�RAL CON�ITiONS
Pagc 3 uf 63
24. Damage Claims -- A demand for money or services arising fi-om the Project or Site from a
third party, Ciry or Contractar exclusive af a Contract Claim.
25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
26. Di�ector of Avaation — The officially appointed Director of the Aviation Departtnent of the
City of Fort Warth, Texas, or his duly appointed representative, assistant, or agents.
27. Director of Parl�s and Cnmmuniry Serviees — The officially appointed Director of the Parks
and Community Services Department of the City of Foi�t Worth, Texas, or his duly appointed
representative, assistant, or agents.
28. Director of Planning and Develvprnent — The officially appointed Director of the Planning
and Develapment Departtnent of the City of Fo��t Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Trc�nspo�tcxtion Publfe Wa�ks — The of�icially appointed Director of the
Transportation �ublic Works Department of the City of Fort �North, Texas, or I�is duly
appointed ,representative, assistant, or agents.
30. Director of Water Deparlment --- The officially appointed Director of the Water Department
of the City of Fort Wo�-�h, Texas, or his duly appointed representative, assistant, or agents.
31. Drcrvvings That part af the Contract Documents prepared or approved by E�gineer which
graphically shows the scope, extent, and character of the Work to be performed 6y Contractor.
Submittals are not Drawings as so defined.
32. �ffective Date of the Agreement The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two �arties to sign and deliver.
33. Engineer The licensed prof�ssional engineer. ox engineering firm registered in the State oi
Texas �erformin� prafessional services for the Ciry.
34. Extra Work — Additional woi•k made necessa�y by chan�es or alterations of the Contract
Documents or of quantities or fot- other reasons for which no prices are provided in the Contract
Documents. Extra work shal l be part of the Work.
35. Field Order — A written arder issued by Ciry which requit-es changes in tHe Work but which
does not involve a change in the Contract Vrice, Contt�act Time, or the intent of the Engineet�.
Field Ot�ders are paid fram Field Ordet• Allowances incorporated into the Contract by funded
work type at the time of award. �
36. Final Acceptance — The written notice given by the City to the Contt-actnr that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
C3TY QF FORT WDR'FH � Wesl7th Street Improvements
5"fANDARD CONSTRUCTION SPEC[FTCATION DOCUMFNTS City Projcct 7+30_ 101555
Rcvision: Mnrch9,202U
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37. Finql Inspection — inspection carried out by the City to verify that the Contractar has
completed the Work, and each and e�ery part ar appuetenance thereof, fully, entirely, anc� in
conformance with khe Contract Documents.
38. General Requirements Sections of Division 1 of the Contract Documents.
39. HazaNdou.s Envtroramental Condition The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities at•
circumstances that may present a substantial danger to persons or property exposed thereto.
�i0. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous chai�acteristics as defned in the federat waste regulations,
as amended from ti�-ne to time.
41. Laws and Regulatlons Any and all applicable laws, rules, regulations, ordinat�ces, codes,
and orders of any and all go�ernmental bodies, agencies, authorities, and cour-ts having
jurisdiction.
42. Liens—Charges, security interests, or encumbrances upon Project funds, real properly, or
personal property.
43. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5°/o of the original Cantract Price o�• $25,000 whichever is less.
44. Milestone—A principal event specifed in the Contract Documents relating to an intermediate
Contf-act Time prior to Fina[ Acceptance of the Work, .
45. Notace of Award—The written nQtice by City to the Successful Bidder stafing that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
wil] sign and delir+er the Agt•eement.
45. Notace to P�^oceec�A written noiice given by City to Contractor fixing the date on which the
Contract Time wiil comtnence to run and on which Contractor shail start to perform the Work
specified in Contract Documents.
47. PCBs—Polychlorinated biphenyls.
48. 1'etroleum Petroleum, including crude oil or any fraction thereof which is liquid at standa�-d
conditions of temperature and pressure (60 degi�ees Fahrenheit and 14.7 pounds per square
inch absolute), such.as oil, petroleum, fuel oil, oiI slUclge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
49. Plans— See definition ofDrawings.
CiTY QF FORT WO[tTTi Wcst 7th Stn;ct [mprovemcnts
STANDAItTI CU�TSTRUC'CION SYEC[F[CATIOI�i €70CiTM.ENTS Cfty Project Na. 141555
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50. Praject Schedule—A schedule, prepared and maintained by Contractor, in accardance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractar's plan to accomplish the Work within the Contract Time.
51. P�oject—The Work to be perfo�•med uncfer the Contract Documents.
52. Project Manager The authorized representati�e of the City who wiil be assigned to the
Site.
53. Public Meetfng — An annaunced meeting conducted by the City to facilitate public
participation artd to assist the public in gaining an informed view of the Project.
S4. Radaoactive Material—Sow-ce, special nuclear, or byproduct t�naterial as defined by the
Atornic Energy Act oi 195� {42 USC Section 2011 et seq.) as amended from time to time.
55. Regaalar Working Hoacrs — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Priday (excluding legal holidays):
56. Sar�rple.s—Physical examples of materiais, equipment, or worktnanship that are
rept-esentative of sorr�e pot-�ion of the Work and which establish the standards by which such
portion af the Wark will be judged. �
S7. Schedule of Submittals—A schedule, prepared and maintained by Contracto�-, of required
su�mittals and the time ��equirements to support scheduled performance of t�elated constt-uction
activities.
58. Schedatle of Valzies A schecfule, prepaced and maintained by Contractor, allocating portions
of the Cantract Price to various portions of the Work and used as the basis for reviewing
Contracto�'s Applications for Payment.
59. Siie—Lands or areas indicatcd in the Contract.Documents as being fi�rnished by City upon
which the Work is to be perfo�med, including rights-of-way, permits, and easernents for access
thereto, and such other lands fu�nis�ed by City which are designated for the use of Contt�actar.
60. Specifications—That par� of the Contract Documents eonsisting of v�n-itten requirements for
materials, equipment, systems, standards and workmanship as applie� to the Work, and�certain
adtninistrative requirements and procedural matters applicable thereto. SpeciCcations may be
speciFcaliy made a pa�-t of the Contract Documents by attachment or, if not attached, may be
incorporated by reference as indicated in the Table of Contents (Division 00 00 00) ofeach
Project.
61. Suhcont�actor An indi�idual or entity having a direct contract with Contractor- or with any
other Subcontractor for the performance of a part of the Work at the S ite.
CITY O� FOR"f WOTZTH West 7[h Street ImpruvcmenEs
STAI�lDARDCOIYS"CRUCTTO�T 5PECIFICATION DOCUMEN'I�5 City PrnjectNo. 14i555
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62. .4ubmittals—All drawings, diagrams, ilIustrations, schedu�es, and other data or information
which are specifically prepared or assembled by or for Contractor and subrnitted by Contractor
to illustrate some portion ofthe Work.
63. Success�ul Bidder The Biddet• submitting the lowest and most respansive Bid to who�n City
ma[ces an Avvard.
64. Szrperinlendent — The representative of the Contractor who is available at alI times and able
to recei�e instractions fronn the Ciry and to act for the Contractor.
65. Supplernentary Conditions That part of the Contract Documents which amends or
supplements these Genera� Conditions.
66. Supplaer A manufact�irer, fabricator, supplier, distributor, materialman, or vendor ha�ing a
direct contract with Contractor or with any Subcontractar to furnish materials or eqUipment
to be incorpdrated in lhe Work by Contractor or Subcontractor.
67. Undergrvund Facilities—A11 underground pipeli�es, conduits, ducts, ca�les, wires,
manholes, vaults, tanks, tunneIs„or othe�• such facilities or attachments, and any encasemenEs
containing such facilities, including but not limited to, those that convey�electricity, gases,
steam, liquid petroleum products, telephone or other cammunications, cabie television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
68 Unil Price Work--See Pacagraph 1 1 A3 af these General Conditions for definition.
69. Weekend Wvrkrng Hnurs — Hours beginning at 9:00 a.m. and endinb at 5:00 p.m., Saturday,
5unday or lega[ holiday, as approved in ad�ance by the City.
70. Work—The entire construction or �e various separately identifiable parts thereof required to
be provided under the Contract Documenis. Work includes and is the result of perforrning or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorpora#ing all
materials and equfpment into such ennstruct�on, a�l as required by the Cont��act Documents.
71. Working D�y — A working day is definec! as a day, not inc[uding Saturdays, Sundays, or legal
holidays authorized by the Cfty for contract purposes, in which weather or other conditions
not under the contral af the Contractor will permit the performance of the peincipal anit of
work unde�-way for a continuous period of not less than 7 hours between 7 a.rri. and 6 p.m.
� .02 Te�minology
A. The words and terms discussed in Paragraph 1.02.B through E are not defned but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Term.s or Adjectives:
CITY OC' FOR'C WqRTH West 7th 5trcct amprovemenls
STANDARL3COTVS"i�IZUCT[ON SP�;C[FiCAT101V ElOCS7MFN7'S Ctty Prnjecl%To_ 101555
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I. The Contract Docurnents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to autho�•ize an exercise of judgment by City. in
addition, the, adjectives "reasonable," "suitable," "acceptable," "proper," "sat�sfactory," or
adjectives of like eff�ct or impoirt are �ased to describe an action or determination of City as to
the Wo�-k. It is intended that such exercise of professional judgment, action, or detet-mination
will be solely to evaluate, in �ene�•al, the Work for compliance with the infot�mation in the
Contract Documents and with the design concept of the Project as a functioning whoie as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise}.
C. Defeetive:
1. The word "defective," when modifying the word "Work," refers to Work that is
ur�satisfactoiy, faulty, or deficient in that it:
a. does not conform to the Contract Documents; vr
b. does not meet the req�irements of any applicable inspection, reference standa�•d, test, or
approval referred to in the Contt•act Documents; ar
c. has been damaged prior to City's written acceplance.
D. Fitrnish, Install, Perforrn, Provide:
The word "Furnish" or the word "Install" oj• the word "Perform" or the ward "Provide" ar
the woi-d "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, tnaterials, equipment,
and everything necessary to perform the Work indicated, «nless specifically limited in the
contextused.
E. LTnless stated otherwise in the Contract Documents, words or p�t•ases that have a well-known
technical or construction industry or trade meaning are used in the Contract Docum�nts in
accordance with such recognized meaning.
ARTICLE 2 — PRELIlVIINARY MATTERS
2.01 Copies vf Documenta�
City shall ftzrnish to Cont�-actor one ( I) original executed copy and one { I) electronic copy of the
Contract Documents, and foui• (4) additional copies of the Drawings. Additional copies will be
fizcnished upon request at the cost of reproduction.
2.02 Corazmencement of Contract �ime; 11%lace to P�oceed
The Contract Time will commence to r-un on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given no earlier than 14 days after the Effective Date of the Agreement,
unless ag3•eed to by both pariies in writing.
CITY OF FOR'C WORTi1 Wesl 7ih 5treet Improvements
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2.03 Starting fhe Work
Contractor shall start to perfarm the Work on the date when the �ontract Time commences to run.
No Work shaIl be done at the Siie prior to thc date on which the Contract Time commences to run.
2.04 Befor�e Starting Construclion
Baseli�e Schedudes: Submit in accordance with the Cont�-act Documents, and prior to star-ting the
Work.
2.45 Preconstructaon Conference
Before any Work at the Site is start�d, the Contractor shafl a�tend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meetin�
Cantractor may not mobilize any equipment, materiaEs or resoueces to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of �Schedules
No progress payment shall be tnade to Contractor u�til acceptable schedules are submitted to City in
accordance with the Schedule Specification as pravided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING; REVSE
3.01 Intent
A. The Cont�-act Documents are compiementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a funetionally complete project (or part
thereo� to be constructed in accordance with the Contract Dacuments. Any labor, documentation,
services, materials, or equipment that reasonably may be inferred frorn the Contract Documents
or from prevailing custom nr trad� usage as being required to �roduce the indicated result will be
provided whether or not specitically called for, at no additional cost to City.
C. Clarifications and interpretations oFthe Contract Documents shali be issued by City.
D. The Specifcations may va►y in form, forrrzat and styl�. Some Specification sectians may be written
in varying degrees of streamlined ot� declarati�e sty[e and some sections may be relatively
narrative by comparison. Omission of such wo�-ds and phrases as "the Contractor shall," "in
conformity with," "as shown," or "as specified" are intentional in streamlined sections.
Omitted words ancE phrases shall be supplied 6y inFerence. Similar types of provisions may appear
in vat�ious parts of a section or articEes within a part depending on the format of the
C1TY OF FORT WO[i7 H West 7th Strccl [mprovemenis
S'CANDART) CONSTRi7C"ITON SPECiFiCA`I'IDN E)OCUMGN'f5 City Project Na 1 Q 1555
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section. The Cantractor shall not take ad�a.ntage of any variation of fiorm, format or style in
Enaking Coniract Claims.
E. The cross refe�•encing of specification sections under the subparagraph heading "Related
Sections include but at�e not necessa�•ily limited to:" and elsewhere within eac� Specification
section is provided as an aid and convenience to t�e Contractor. The Contractor shall not rely on
the cross referencing pt-avided and shall be responsible to coordinate the entire Wark under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whethe�• oj• not the cross referencing is complete.
3.02 Reference Siandard.s
A. Standax•ds, 5pecifications, Codes, Laws, and Regulations
Reference to standards, specificat�ons, manuals, or codes of any technical society, organization,
or association, or to Laws or Regulations, �n+hether such reference be specific or by implication,
shall mean the standard, speciflcation, manual, code, or Larvs or Regulations in effect at the
time of opening of Bids (or on the Effective Date of the Agreernent if there were no Bids),
e�ccept as may be otherwise specifcally stated in the Contract Docu�-r�ents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Conti-actor, or any
of their subcontractors, consultants, agents, or ert��loyees, from those set forth in the Contract
Documents. No such provision oi• instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, cansultants, ar subcontractors, any
duty or auihority to supervise or direct the performance of the Work or any duty or authority
fo undertake responsibility inconsistent witi� the provisions of the Cantract Documents.
3.03 Repa�lrng and Resalvtng Dascrepancies
A. Reporting Discrepancies:
Conlraetor's IZeview of Cantract Documenis 13efoNe Starting Work: Befnre undertaf�ing each
pat-t of the Work, Cantractor shall carefully stuciy and compaxe the Contract Documents and
check and verify pertinent figures therein against al1 applicable field measurer�ents and
conditions. Contt-actoz• shall prnmpt[y repor� in writing to City any conflict, error, atnbiguity,
or disc3-epancy which Contractor discovers, or has actuat icnowledge of, and shall obtain a
written intet-pretation or clarification from Ciry before proceeding with any Work affected
thereby.
2. Contract�r's Review of Cnntract Documents Durrng Pe�formance of Work: If, during the
performance of the Work, Contractor discovers any conflict, ert�or, ambiguity, or discrepancy
within the Contract Docurnents, or between the Contract Documents and {a) any ap�licab�e
Law ar Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly repart it to City in wi�iting. Contractor shall not
proceed with the Work affected thereby (except in an eme�-gency as required by Paragraph
CITY OF FORT WORTi1 Wesc 7Lh Streel impravemen[s
5"fANDIARDCONSTRUCTION SPGCIFTCAT101V DOCUMEN'f5 City Prc�jcctNo. 101555
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one ofthe methods indicated in Para�ra�h 3.04.
Cantractor shal� not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unEess Contractor had actuaf knowledge thereof,
B. ResolvingDiscre�ancies•:
l. Except as may be atherwise specifically stated in the Contract Dacuments, the pro�isions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy betw�en the provisions of the Contract Documents and the prov�sions of any
standard, specifcation, manual, or the instructian of any Suppfier (whether or not specifically
incorporated by reference in the Cont�•act Documents}.
2. [n case of discrepancies, tigured dimensions shall �;overn over scaied dimensions, Plans shali
govern o�er Specifications, Supplementary Conditians shal! govern over General Conditions
ar�d Specifcations, and quantities shown on the PIans shal� govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
�. The requirements af the Lontract Documents may be supplemented, and minor variations and
deviations in the Work not invol�ving a change in Contract Price or Contract Time, may be
autharized, by one or more of the f�l�owing ways:
1. A Field Orde�;
2. City's re�iew of a Submittal {subject to the provisions of Paragraph 6.1 S.C); or
3. City's written interpretation or clarification.
3.05 Reuse afDocuments
A. Contractor and any Subcontractot• or SuppIier snal! not:
have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other doc�aments (or copies of any thereof� prepared by or bearing the seal of Engineer,
including elcctronic media editions; or
2. reuse any such Drawings, Specifications, other docurnents, or copies thereoF on extensions of
the Project or any oth�r project wiihout written consent c�fCity and speci�c written verification
or adaptation by Engineer.
C[`fY Or rORT W(]ATH West 7th Streel [mprovements
5"iATVbARiI CO�ISTRUCTiOT1 SPECT['[CAT1pN DOCUMENTS City Project Na. 141555
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B. The prohibitions of this Paragraph 3.05 will suivive final payment, a�' termination of the
Contract. Nothing herein shall preclude Cantractor from retaining copies of the Contract
Documents for reco�•d purposes.
3.06 Electronic Data
A. Unless otherwise siated in the Supplementary Conditions, the data fi�r-nished by City or Engineer
to Contractor, or by Contractor ta City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and ot�er
�pecifications re%renced and located on the City's on-Line electronic document management and
collabaration system site. Files in electronic media format of text, data, graphics, or other types
are funnished only for the convenience of the receiving party. Any conclusion or ir�formation
obtained or• derived fram such elect�-onic files will be at the user's sole risk. If there is a discrepancy
between the electronic files and the hard copies, the hard copies govet-n.
B. When transferring documents in electronic media farmat, the transferring pat-ty makes no .
representations as to long term compatibility, usability, or readability of documents resulting from
the use of software appiication packages, operating systems, or computer hardware differing from
those used by the data'� creator. .
ARTICLE 4— AVAILABILITY OF LANDS; SUSSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITION5; REFERENCE POINTS
4.01 Avcrilability of Lands
A. City shall furnish the 5ite. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely rnanner and pay for easements for permanent
structures or permaner�t changes in existing �acilities.
l. The City has obtained or anticipates acquisition of andlor access to right-of-way, and/or
easements. Any outstanding right-of-way at�d/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule
submitted by the Cont�•actor in accnrdance with the Contract Documents must considet� any
outstanding right-of-way, and/or easements. .
2. The City has or anticipates remaving and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Suppfementaly Conditions. The Praject Schedule submitted
by the Contractor in accardance with ihe Contract Docurr�ents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a cw-tent statement of �•ecord
legal title and legal descriptian of the lands upon which the Work is to be performed.
CITY OF FORT WORTH Wesl 7th Street improvements
STANDARD C01�5TRUC7�ION SPECTi'iCA'f10N DOCUMTNTS Cily Prnject No. ] 01555
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C. Contractor shall pravid� for alI additiona] lands and access thereto that may be required for
constt-uction faeilities or storage of materials and equipment.
4.02 Subsurface und Physical Conditians
A. IZeports and Drcnvings: The Supplementary Conditions identify:
1. those reports [cnown to City of expiarations and tests of su6surface conditions at or
contiguous to the Site; and
2. those clrawings known to City of physical conditions relating to existing s�rface or
subsurface structures at the Site {except Unde�-ground Facilities).
B. Limited Reliance by Contrttctor on Technical Data Autho�ized: Contractor may rely upon the
accuracy of the "technical data" contained in such r�ports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is ic�entffied in the Supplernentary
Conditions. Contractor rr�ay not make any Contract Claim against City, or any of their ofticers,
dire�tors, members, partners, employees, agents, consultants, ot• subcontracto��s with respect to:
]. the compfeteness of such reports and drawings for Contracior's purposes, it�cluding, but not
limited to, any as�ects oF the means, methods, t�chniques, sequences, and procedures of
construction to be empioyed b� Cantractor, and saFery precautions and programs incident
thereto; or
2. oth�r data, interpretations, opinions, and information cantained in such reports or shown or
indicated in such drawings; or
3. any Contractor intet•pretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.43 Differing Subsurface or Pdtysical Conditiuns
A. Notace: If Contractor believes that any subsurface or physical condition that is uncov�rec! or•
revealed eit�e�-:
I. is of such a nature as to estab[ish that any "technical data" on which Contracta- is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documenis; or
3. differs materially irom that shown or indicated in the Contract Documents; or
4. is af an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the chat•acier pt•ovided for in the Coniract
Documents;
CITY QP FOR'€ WORTT[ Wesl 7th Streel Tmprovemcnts
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then Contractor shall, pramptly after becoming aware thereof and before further disturbing the
subsurface or physical canditions or perfarming any Worl� in connection the�-ewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjuslments
Cantr.actor shaIl not be entft�ed to any adjustment in the Contract Price or Contract Tinne if
I. Contractor knew of the e�istence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Tirr�e by the submission of a
Bid or becoming 6ound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examinatfon of the Contract Documents or ihe Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilitaes
A. Shown or Indicated.� The information a�d data shown or indicated in the Contract Documents
with respect to existing Undergt•ound Facilities at or contiguous to the Site is based or� information
and data furnished to City or Engineer by the owners of such Underground Facilities,
including City, or by others. Unless it is otherwise expressly provided in the 5upplcmentafy
Canditions:
i. City and Engineer shall not be t•esponsible for the accuracy or completeness oi any such
infot-matian or data provided by others; and
2. the cost Qf alI of the foilowing will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such informatian and data;
b. Iocating all Underground Facilities shown or ind�cated in the Cont�•act Documents;
e. coordination an� adjustment of the Work with the owners of s�ch Underground
Faciliti�s, including City, during const�uction; and
d. the sa%ty and protection of alt such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown o� Indicated.�
1. if an Underground Facility which conflicts with the Work is uncovet-ec� or i�eveaied at or
contiguous to the 5ite which was not shorrvn or indicated, or not shown oi- indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or perfocming any
CITY OF FORi� WORTII West 7th Stree! [mprpvements
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Work in connection therewith {except in an emergency as required by Paragraph 6.17.A),
identify the owner a� such Underground Facility and give notice to that owner and tQ City.
City will review the discovered Under�roUnd Facility and determine the extent, if any, to
which a change may be required in the Contract Docum�nts to reflect and document the
consequences of the existence or location of the Undergraunc! Facility. Contractor shall be
�•esponsible for the ,safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Cantract Documents is required, a Change Order may
b� issued to reflect and document such consequences.
3. Verifcation of existing utilities, structures, and service lin�s sha.11 Ynclude notitication of all
utility companies a minimum of 48 hours in advance of construction includi�g explorator•y
exca�ation if necessary.
4.45 Reference Points
A. City shal� provide engineering surueys to establish reference points for construction, which an
City's judgment are necessary io enable Contractor to proceed with the Work. City will provide
construction stakes or other customary rnethod o.f rriarking to establish• line and grades for roadway
and utiiity construction, centerlines and benchmat•ks for bridgework, Contractoj• shal.l protect and
preser�e the established re%rence points and property manuments, and shall make no char��es or
relocations. Contracfor shall repori to Ciry whenever any t�efer-ence point ot• property monument is
lost or destroyed or requires relocatian because. of necessary changes in grades or locations. The
City shall be responsible for the replacement or t•elocation oi reference points or property
monuments not carelessly or wi[lfuily destroyed by the Cantractor. The Contractor shall notify
City in advance and with suffcient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point o�� manument has been carelessly or
willfially destroyed, disturbed, o�� �-�mo�ed by tt�e Contractor or any oFhis �mployees, the ful� cost
for replacing such points plus 25% wiil be charged against the Contractor, and the fuEl arnount will
be deducted from payment due the Coniractor.
4.06 Haza�dous Environmental Condition at Site
A. Reports and Dra�vings: The Supplementary Conditions identify those reports and drawings knawn
to City relating to Hazardaus Environm�ntal Conditions that have been identified at th� Site.
B. Lirrzited Reliance by CnnlYactor on Technical DRta.Authorized: Contractor may rely upon the
accuracy of the "technicai data" contained in such repo�-ts and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identifed in the Supp[ementa�y
Conditions. Contractar may not ma[ce any Contract Clafm against City, or any of their officers,
directors, mem6ers, partners, ernployees, agents, consultants, oe subcontractors with respcct to:
the completer�ess of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
C1TY OF FOR"l" WORTH Wcst 7th Strtct Improvemcnts
51'ANC3ARpCONSTRUCTiON SPECIFICA'1TON DOCCJMENTS Cily i'raject No. I01555
Kcvision. March 4, 202Q
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GENERAL CON�ITIONS
Page l5 of 63
construction to be emp�oyed by Contractor and safety preeautions and programs incident
thereto; or �
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion d�-awn from any "teci�nical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawin�s or Specifications or identified
in the Contract Documents to be withi� the scope of the Work. Contractor shall be responsible fot•
a Hazardous Environmental Cor�dition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Co�tractor is responsible.
D. If Contracto�- encounters a Hazardous Enviranmer�tal Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby {except in an emergency as required by Paragraph
6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may
considet- the necessity to retain a yualified expert to evaluate such condition or take corrective
action, if any.
E. Contractor shall not be required to resume Work in cannection with such condition or in any
affected area until afie�- City has obtained any required permits related thereto and delivered written
notice to Contractor: {i) specifying that such candition and any affected area is or has been
rendered suitable for the resumpt�on of Work; or (ii) specifying any special conditions under which
such Wark may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, ot� does not agree to resume such Work under such special conditions,
then City may order the portion o#� the Woric that is in. the area affected by such condition to be
c�eleted from the Work. City may have such deleted portion of the Work performed by City's own
forces or othe�•s.
G. To the fudle.st exlent permrlted by Laws and Regulatians, Condractor shall indemnify and hvld
harrraless Cidy, from and against all claims, cosls, Iosses, and damages {including but not limated
io all fees and charges nf engineers, architects, ctttorneys, and other professionals and ull court
or arbitratlon ar other dispute resolution costs) a�ising out of o� relating lo a Hazardous
Environmental Cvrtdttion created by Contractor or by arryone_ for whom Contractor is responsible.
Nothing in thas Paragraph 4. 06. G shall obligate Contractor io indemnify any individucrl or entity
frvm and agaanst the cansequences of that indavidual's or entity's own negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4A4 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
CITY OF FOR7� WORTFI West 7lh Street Impravements
STANDARDCON5TRi1CTiON SPECiF[CATiON DO�UMEN"CS CityProjectNo. 1Ot555
Revisian: March9, 202� �
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GENERAL CONDi710NS
Page 16 uf 63
ARTICLE 5— BONDS AND INSLTRANCE
5.01 Licensed Sureties and In.surers
All bonds and insueance required by the Coniracl Documenis� to be purcnased and rr►aintained by
Contractor shall be obtained from surety or insurance campanies thai are duly licensed or authorized
in the State of Texas to issue bonds or insUrance policies t'or the limits and caverages so required.
Such surety and insurance companies shal! also meet such additional requirements and qualificattans
as may be provided in the SuppEementaty Conditions. .
5.02 PeYformance, Pcryment, and Maantenance Bonds
A. Contractor shall furnish performance ar�d payment bonds, in accordance with Texas G�vernrnent
Cade Chapter 2253 or successor statute, each in an amount equal to the Contraci Price as
security for the faithful performance and payment of all of Contractor's obligations u�der the
� Contract Documents.
B. Contractor shall furnish maintenance bonds in ar� arr►ount equal to th� Contract Price as security
to protect the City agai �st any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form �rescribed by the Contract Documents except as p�•o�ided otherwise
by Laws or Regulations, and shall be executed by such sureties as are nanned in the list of
"Companies Holding Cer�iftcates af Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies" as pu6lished in Circular 570 {amended) by the Financial
Management Setviee, �urety Bond Branch, U.S. Department of the Treasury. All bonds signed by
an agent or attorney-in-iact must be accompanied by a seaIed and dated power of attorney which
shall show tI�at it is effective on the date the agent a� attorney-in-fact signed each bond.
D. if the surety on any 6ond furnished by Cantracto�- is declared bankt-upt or becomes insolvent or its
right to do business is terminated in the Sta#e of Texas or it ceases to meet the reqUirements of
Paragraph 5.�2.C, Contractor shall prompt�y notafy City and shall, within 30 days after the e�er�t
giving rise to such notification, provide another bond and sueety, both of which shall comply with
ihe requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deli�ver to City, with copies to each additional insured and loss payee identified in the
Supplementary Conditions, certiticates of insurance {other evidence of insurance requested by City or
any ather additional insured} in at least the minimum amount as speci�ed in the Supplementa�y
Conditions which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementaty Conditions as "AdcEitional Insured" on all liability policies.
CITY OF FORT WORT.E I Wcst 7th Strcct impro�emcnts
STADlDARD CONSTRUCTiON SPECiPICAT[ON �]OCUMEIVTS Cily Praject Nu. �01555
Re�ision: March 9, 2020
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GEIVERAL CONDITIDhES
Pagc 17 of 63
2. The Contractor's general Eiability insurance shall include a, "per project" or "per location",
endorsecnent, which shaIl be identified in the certificate of insurance provided to the City.
3. The cet-tificate shall be signed by an agent authorized to bind co�erage on behalfofthe insured,
be camplete in its entiz•ety, and show complete insurance can•ier narraes as �isted in the current
A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed anci/or approved to do business in the State oi
Texas. Except for workers' compensation, all insucers rr�ust have a minimum rating af A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
st�•ength and solvency to the satisfaction of Risk Management. If the rating is below that
reguired, written approval of City is required.
5. All applicabie policies shall include a Waiver of 5ubrogat#on (Rights of Recovery) i.n favor
of the City. in addition, the Contt�actor agrees to waive all rights of subrogation against the
Engineer {if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates ot- other evidence of fuil compliance with the
insurance requirements or faiiure of the Ciry to identify a deficiency from evidence that is
provided shall not be const�-ued as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance palicies are not writien fo�� specified coverage lirnits, an Umbrella or Exc�ss
Liability insurance for any difCerences is required. Excess Liability shali follow form of the
primary coverage.
8. Unless otherw�se stated, alt rec�uired insurat�ce shall be wr�tten on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to ihe date of the effective date of the agreement and the certificate of insurance shall
state that the caverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three {3) years following Fina1
Acceptance provided under th� Contract Documents or for the warranty period, whichever is
ionger. An annual certi�cate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall ha�e no exclusions by endo�-sements, which, neither nullify or amend, the
required lines of caverage, nor- decrease the limits of said coverage unless such endorsements
are approved in v�n•iting by the City. In the event a Contract lias been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance co�erage,
and the City desires the contractor/engineer to obtain such cov�ra�e, the contract price shall
be adjusted by the cost ofthe premium for such addit�onal coverage plus 10%.
10. Any se�f-insured retention (SiR}, in excess of $25,000.00, affecting required insurance
coverage shail be approved by the City in regards to asset vaIue and stocEcholders' equity. In
CITY OP PORT WORTII West 7th Street Tmprnvements
STANDARdCONS"fRL3CT[ON SPECIFICA"I�nN DOCUMENTS City ProjectNo. I�1555
Revision: March 9, 2020 ,
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GENERAL CONDITIONS
Page l 8 of 63
lieu of traditional insurance, alt�rnative coverage maintained through insurance pools or risk
retenti�n groups, must a�so i�e appro�ed by City.
I 1. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dnllar basis, must be acceptable to and appro�ed by the Ciry.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
maIce reasona6le adjustments to insurance coverage's and their limits when deemed necessary
and pnadent by the City based upon changes in statutoty law, court decision or the claims
history ofthe industry as weli as ofthe contracting parry to the City. The Ciiy shalI be required
to provide prior notice of 90 days, and the insuranc� adjustrnents sha[I be incorporated into the
Work by Change Order.
I3. City shall be entitled, upon written request and without expense, to. recEive copies of policies
and endo�sernents thereto and may malce any reasonable requests for deletion or revision or
modifications of pa�icular policy terms, conditions, limitations, or exclusions necessa�y to
conform t�e policy attd endo�•sements to the requii-e�nents of the ContracE. Deletians, revisions,
or modifications shall not be required where poficy provisions are established by law or
regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the di�-ect payment of insurance premium costs for
Contractor's insurance.
5.04 Conlractor's Insurance
A. Wo�kers Compenscation and Employers' Li�ahilily. Contractor shall purchase and maintain sueh
insurance cov�rage with lirnits consistet�t with statutory benefits ou€tlined in the Texas Workers'
Compensation AcE {Texas Labor Code, Ch. 406, as atnended), and minimutti limits for F,mp[oyers'
Liability as is apprapriate for the Work being performed and as will p�•ovide protection from ciaims
set forth below which may arise out of or result from Contractor's performance oFthe Work and
Contractor's athei- obligations ur�der the Contract Dacuments, whether it is to 6e �erformed by
Cont�actor, any Subcontractor or Supplier, or by anyone directly or indirectly employecf by any of
thern to perfor�n any of the Work, or by anyone for whose acts any of them may be liable:
1. claims under workers' compensation, disabiiity benefits, and other similar employee benefit
acts;
clairrts %r damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Comrrrercial (ieneral Llability. Cover•age shall include 6ut not be limited to covering Eiability
(bodily injury, or property damage) arising from: prernises/operations, independent contractors,
products/comp�eted operations, personal injury, and iiability under an insured contract. �nsurance
shall be pravided on an occurrence basis, and as camprehensi�e as the current Insurance Services
Offtce {ISO) policy. This insurance sl�ail appty as primary insurance with respect to any other
CiTY O� FORT WORTTT Wesl 7th Strect Imprc��cments
STANDARD CONSTRLICT[C1N SP�.CiPICA'CION T�OCtIMF.iJ'CS City Project iQo. 101555
Revision: March9,2020
o��2ao-�
GENERAL CONDITIONS
Page 19 oF63
insurance or self-insurance programs at�orded to the City. The Cammercial General Liability
policy, shall have no exclusions by endorsements that would alter of nul�ify premises/opet•ations,
products/completed operations, contractual, pe�-sonal injury, or advertising injury, which are
narmally contained with the policy, unless the City approves such exclusions in writing.
For const�uction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain compieted operations coverage for a minimurr� of no �ess than
three (3) yeat�s following the completion of the project (if identified in the Supplerrkentary
Conditions).
C. Aulorraobile Liability. A commercial bus�ness auto policy shall provide coverage nn "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims fot- damages
beeause bodily inju�y or death of any pe�-son and or property damage arising oUt of the wor[c,
maintenance or use of any motot- vehicle by the Contractor, any Subcontractor or Supplier, o�- by
anyone directiy or inditectly employed by any of them to pet�form any of the Work, or by anyone
for whose acts any of thern may be iia�le.
D. Ratlroad Pt�oteclive Liability. Tf any af the work or any warranty wot-k is within the limits of
railroad right-of-way, the Contractor shall comply with the requirerrients identified in the
Supplernentary Conditions.
E. Notfcalion of Policy Cancellation: Contractot- shall immediateiy notify City upon cancellaiion
or othei- loss of insurance coverage. Contractor shall stop work until replacement insurance has
been pracured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insura�ace; Option to Replace
if City has any objection to the caverage afforded by or other provisions of t�e bonds or ins�arance
required to be put-chased and maintained by the Contz•actor in accordance with Article 5 on the basis
of non-conforrnance with the Contract Documents, the City shall so notify the Contractor• in writing
within 10 Business Days af�er receipt ofthe certificates {or other e�idence rec�uested). Cantractor shall
provide to the City such additinnal inFormation in respect of insurance provided as the City t�ay
reasonably request. If Contractar daes not purchase or maintain all of the bonds and insurance required
by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the
start of the Work, or of such failUre to maintain prior to any change in the required coverage.
ARTICLE 6 -� CONTRACTOR'S RESPONSIBILITIES
6.0 i Su�ervisf�n and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competentiy and efficiently, devoting
such attention thereto and applying such skilis and expertise as may be necessaiy to perform the
Work in accardance with the Contract Documents. Contractor shall be solely responsible for the
means, Ynethods, techniques, sequences, and procedures of construction.
CITY OF FORT WORTH West 7th Sln:et [mpruvcments
5'CAllDARD C4NSTRUC7T03Y SPECIFICATiON DOCiJME1�TS City Praject Nn_ I O1555
Revision� March9,2020
00�200-�
GENERAL CONDITIONS
Page 2Q of 63
B. At alI times during the progress of ihe Work, Conh-actar shall assign a competent, English-
speak�ng, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Cont�•actor. All communication given to or recei�ed from the Superintendent shafl be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence ofconstruction.
6.02 Labor; Working Hours
A. Cantractor shall provide competent, suitably qua]ifiecE personnel to perform construction as
required by the Contract Docutnents. Contractor shall at all times maintain good discipIine and
order at the Site.
B, Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, al [ WorIc
at the Site sha[I be performed during Regular Working Hours. Contractor w�ll not permit #he
performance of Wo�'k beyond Regular Working Haurs or for Weekend Working Hours without
City's written consent (which will not be ur�reasonably withheld). Written request {by letter or
electronic co►nmunication) to perform Work:
for beyond Regular Warkin� Hours request must 6e made 6y noon at least two (2) Rusiness
Days prior
2. for Weeicend Wor[cing Hours request must be made by noon of the pr�eeding Thursday
3. foi� l�gal holidays t-equest must be made 6y noon two B�asiness Days prior to the legal
holiday.
6.03 Services, Material.s, und Eguapment
A. Unless othe�-wise specified in the Contract Documents, Contractor sha�1 prnvide and assume full
responsibiliry for afl se�vices, materials, equipment, labor, transpartation, construction equipment
and machinery, toals, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all othet• facilities and inciclentals necessary for the pet•formancc,
Contr•actor required testir�g, start-up, and co�npletion of the Work.
B. Ail materiaEs and equiptnent incarporated into the Worlc shall be as specified or, if not specifed,
shall be of good quality and new, except as otherwise pro�ided in the Contract Documents. All
special waf�ranties and guarantees reqUired by ihe Specifications shall expr�essly run to the benefit
of City. if required by City, Contt•actor shall fi�rnish satisfactory evidence {incfuding reports of
requi�•ed tests} as to the source, kind, and yuality of materials and equipment.
Ci7 Y OF PQRT WOR7'[I West 7(h Street Tmprovements
S`�ANT)ARDCONSTRtTC"170N SYL-CIFICATIOt�f DOCUMENTS City ProjectNo. 401555
Re�isian: Macch 9, 2(YZU
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GENERAL GONQITIONS
pagc2l oF63
C. All materials and equipment to be incarporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier•, except as otherwise nnay be provided in ilie Contract Documents.
D. Ali items of standard equipment to be incoiporated into the Wock shall be the latest model at the
time of bid, unless otherrvise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted frotn time to tirne as provided below.
i. Contractor shall subt�nit to City for acceptance {to the extent indicated in Paragraph 2.07 and
the General Requir�ments) proposed adjustments in the Project Schedule that will not resuit
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly ProjecC Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O 1 32 16.
3. Proposed adjustments in the Project Schedule that wi11 change the Contract Tirrte shall be
submitted in accordance with the requirements oi Article 12. Adjustments in Contract Time
may oniy be made by a Change Order.
6.05 Suhsiitutes and "Or-Eguals "
A. Whenever an item of material oj• equipment is specified or described in the Contract Documents
by using the name of a proprieta�-y item or the name of a particular Supp�ier, the specification or
description is intended to establish the type, functian, appearance, and quality required. Unless the
specification or description contai�s ar is followed by words reading that no liEce, equivalent, or
"or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppl�ers may be submitted to City far review under the circumstances describ�d below.
1. "Or-Equal " Ilems: If in City's sole disccetion an item of material or equipment proposed by
Contractor is functionally ec�ual to that narned and sufficiently similar so that no change in
related Work wili be i•equired, it may be considet�ed by City as an "or-equal" item, in which
case review and appro�al of the proposed item may, in City's sole discretion, be accomplished
without compliance with some or all of the requirements fot- approval of praposed substitute
items. For the purposes of this Pacagraph 6.OS.A.1, a proposed itern of material ot� equipment
will be considered �'unctionally equal to an item so named if
a. the City deter�nines that:
1) it is at least equal in materials of consh•uction, quality, durability, appearance,
strength, and design c�aracteristics;
C[TY OF FORT WORTH West 7th Street imprc�vements
STANDARDCOI�iS7iii�C7�[dN 5PP:CIFICATiON DOCUM6iV'I'S City ProjcctNo. IQ1555
Revision March9,2Q20
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GENERAZ CONDITIONS
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2) it will reliably perform at least equally weli the function and achie�e the results
imposed by the design concept of the completec! Project as a functioning whole; and
3) it has a proven record ofperformance ant! availability oirespotisive ser�vice; and
b. Conteactor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantiatly to the detailed requiremenis af the item named in the
Contract Docurx�ents.
2. Suhstitute Iterns:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-ec�ual" item under Paragraph 6.OS.A.1, it may be subrnitted as a
proposed substitute item.
b. Contractor shall sui�mit sufficient information as provicled below to altow City to deteemine
if the item of material or equipment proposed is essentia[!y equivalent to that namec� and
an acceptable substitute therefor. Requests for re�iew of proposed substitute items of
material or equipment will not be accepted by City from anyone other than Contractor.
c. Contractor shall make written application to City for rev�ew of a proposed substitute iterr�
ol� material or equipment that Cantractot- seeks to furnish or use. The application shalI
compdy with �ection O 1 25 00 and:
�) shalt certify that the proposed substitute it�m will:
a) pef-form adequately the functions ana achieve the results called for by the genera!
design;
6) be simiiar in substance to that speci�ed;
c) be suifed to the same use as that specified; and
2) wiIl state:
a} the extent, if any, to which the use of the proposed substitute item wi1l prejudice
Contractor's achievement of final completion on time;
b} whether use of the proposed substitute item in the Work wiI1 require a change in
any of the Contract Dncuments (or in the pro�isions of any other direct contract
with City for other work on the Pt�oject) to adapt the design to the proposed
substitute item;
CITY OF F(JRT WORTH
SCANi]ARD CONSTRUCT[O�I SPF.CCF[CA'fI0%I DOCUMENTS West 7th Stree[ Tmprn�ements
Rcvision: March9,2020
City ProjectNo. 101555
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GENERAL CONDI710NS
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c) whether incot-poration or use of the proposed substitute item in connection witi�
ihe WorEc is subject to payment of any licens� fee or royalty; and
3) wili identify:
a) all variations of the proposed substitute item t'rom that specified;
b} available engineet-ing, sales, maintenance, repair, and replacetnent services; and
4) shall contain an it��nized estimate of all casts or credits that will result directly or
indirectfy frotn use of such substitute item, including costs of redesign and Damage
Claims oiother contractors affected by any resulting change.
B. Substilute Construction Methods ar Procedu�es: If a specific means, method, technique, sequence,
or pt�acedvre of eonstruction is expa�essly required by the Contract Documents, Contractc�i• may
furnish or utilize a substitute means, method, technique, sequence, or procedut�e of consti�uction
approved by City. Contractor shall submit sufticient infoi•mation to allow City, in Ciry's sole
discretion, to determine that the substitute pr-oposed is equivalent to that expressly called for by
the Contract Documents. Contt-actor shall make written application to City for review in the same
manner as those provided in Paragraph 6AS.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposai or submittal made purs�ani to Paragraphs G.05.A ar�d 6.OS.B. City may require Contractor
to fiat�nish additional data about the proposed substitute. City will be the sole judge of acceptability.
No "or-equal" or substitute will be ordered, instailed or utilized until City's review is complete,
which will be e�idenced by a Change Order in the case of a substitute and an accepted Subtnittal
for an "or-equal." City wifl advise Contractor in writing of its determination.
D. Specaal Gucrrantee_ City may r•equ�re Contracto�• to furnish at Contractor-'s expense a special
perfoi•mance guarantee, war�-anty, or other surety with t•espect to any substitute. ContracloY shall
irrdemn� and hold hcrrmless Caty and anyone darectly vr Indi�-ectly en�played by them,from and
against any and all claims, damages, losa�es and expenses (including attarney.s fees% arising�aut of
the use of substituted malertcrls or equipment.
E. City's Cast Reimb�crsement: City will record City's costs in evaluating a substitute proposed ar
submitted by Coniractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
appro�es a substitute so proposed or submitted by ContracYor, Contractor tnay be required to
reinnburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Docutnents (or in th� provisions
of any other direct contract with City) resulting from ihe acceptance of each proposed substitute.
F. Contractnr's Ex�ense: Co�tractor shall provide aIl data in suppot-t of any proposed substitufe or
"or-equai" at Contractor's expense.
CiTY OF FORT WORTH West 7th Stree[ [mprovements
5TAN�]ARDCOIVSTRUC'f10W SPECIi'iCATION �IOCUMENTS CityProjectNo. 101555
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G. Caty Substitute Reambursement: Costs {savings or charges} aCtributable to acceptance of a substitute
shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additEonal time will 6e granted for substitutions.
6.46 Concerning Suhcontractars, Suppliers, and Others
A. Contractor shall perForm with his owre organizatior�, work of a value not Iess than 35% oF tE�e
�alue embraced on the Conieact, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have t•easonahle objection. Cor�tractor shall
not be required to employ any Subcontractar, Supplier, or other indi�idual or entity to furnish or
perform any of the Work against whom Contractor has reasanable objection (excluding those
acceptable to City as indicated in �aragraph 6.06.C).
C. The City may from iime to time require t�e use oi certain Subcontractors, Suppliers, or other
ind�viduals or entities on the project, and wifl provide such requircments in the Supplementaty
Conditions.
D. rYlinorily Busaness Enterprise Compliance: It is City policy. ta ensure the ful] and equitable
participation by Minority Busir►ess Enterprises (MBE) in the pi•ocurement of goods and se�vices
on a contractual basis. if the Contract Documents pro�ide for a MBE goaE, Contractor is required
to comply with the intent of the City's MBE Ordinance {as atri�nded) by the foilowing:
�. Contractor shalE, upon eequesk by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor wil� not tnake additions, deletions, or substitutions af accepted .MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract ancE may r�sult in debarment in accordance with thc procedures outltned in the
Ordinance.
Contractor shall, upon request by City, allow at� audit and/or exarnination af any booics, records,
or files in the possession of the Cantractor that wi ll substantiate the actual work performed by
an MBE. Material misrepresentation of any natut-e wilI be grounds foe termination of the
Contract in accordance with Paragraph 15.02.A. Any such misre�resentation may be grounds
for disqualifcation of Contractor ta bid on future contracts with the City fot• a period of
not less than three years.
E. Contractor shaEl �e fully responsible to City for a�l acts and omissions of the Subcontractors,
Suppliers, and other individuals or eniities pertorming or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and ornissions. Nothing in the Contract
Documents:
CT7'Y C)P i'OR'f WOR"CH West 7th Stmet [m�iroveinen#s
S"I'hNDARD GOT�S"fRUCTiUN SPT:CIFICAT[OlV DOCUTVTENTS Ciry Projcct Na. 101555
Revision: Marcli 9, 2Q2U '
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shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, S�xpplier oe• other
individual or entity; nor
2. shall create any obligation on the part of City to pay or ta see to the payment of any moneys
due any such Subcontractar, Supplier, or other individual or entiry except as may otherwise be
required by Laws and Regulations.
F. C'ontractor shall be solely responsible for scheduling and coordinating the Work af Subcontractors,
Suppiiers, and other indi�viduals or entities performing or furnishing any of the Work under a direct
or indirect contract with Contractor-.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work sha3l communicate with City tht�ough Contractor.
H. All Woric performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Sup�lier which speeifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage lZades
A. Duty to pay Prevailing Wage Rates. The Contractor shail comply with all requirements of
Chapter 225&, Texas Government Code {as amended}, including the payment of not less than the
rates determined by the City Council of the City of Fort Woi-th ta be the prevailing wage rates in
accordance with Chapter 2258. Such prevailin� wage rates are included in these Contract
Documents.
B. Penalty for Violativn. A Contt�actor or any Subcontractor who does not pay the prevailing wage
shall, u�on demand made by the City, pay to tf�e City $60 far each worker employed for each
calendar day or part of the day that the worker is paid iess than the prevaiiing wage rates stipulateci
in these contract documents. This penalty shall be retained by the City to offset its administrative
costs, pursuant to Texas Government Code 2258.023.
C. Corriplainls of Violaiions and Cily Determination of Good Cause. On receipt of info�-mation,
including a complaint by a worker, conceiming an a�leged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the Ciry shal! make an initial
determination, befoi•e the 31st day after the date the City receives the information, as to whether
good cause exisis to believe that the violation occur►•ed. The C�ty shall notify in writing the
Contractor or Subcontractar and any affected worker af�its initial determination. Upon the City's
determination that there is good cause to beiieve the Contractor or• 5ubcontractor has violated
Chapter 2258, the City shall retain the fuli amoUnts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such att�ounts being
subtracted from successive progress payments pending a final determinatian of the vio�atian.
CITY O!' FORT WORTH West 7th Stree[ improvcments
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D. Arbitralion Required if Vinlatia�a Not Resolved. An issue relating to an alleged violation of Section
225$.023, Te�as Governmer�t Code, including a penalty owed to the City or an afFected worker,
shali be submitted to 6inding arbitration in acco�-dance with the Texas General Arb�tration Act
(Artic�e 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affectecE w�rker
does not r�solve the issue by agreement before the 1 Sth day after the date the City makes its initiai
determinatian pursuant to Paragraph C above. If ti�e persons required to arbit�-ate under this
section do not agree on an arbitrator before the 11tI� day after the date that arbitration is required,
a district cout-t shall appoint an arbitrator on the petition of any of the persons. The City is not a
party in the arbitration. The decision ar�d award oithe arbitrator is fnal and binding on ali parties
and may be enforcec! in any court af competent jurisdiction.
E. Record.s to be Mcrintcrined. The Contractar and each Su6contractor shall, for a periocf of three (3)
years following the date of acceptance of the work, maintain records that show {i} the name and
occUpation of each �vorIcer- employed by the Contractor in the const��uction af the Work provided
for in this Contract; and (ii) the actua] per diern wages paic! to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Prog��ss Pay►nents. With each progress payment or. payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the requirerr�ents
af Chapter 2258, Texas G.overnment Code.
G. Posting of Wage Rates. The Contractor shaI1 post prevailing wage rates in a conspicuous ptace at
alE times.
H. Subcont�actor Compliance. The Contractor shall include in [ts subcontracts and/or shall
othe�ise require all of its Subcantractors to comply with Paragraphs A through G abo�e.
6.08 Patent Fees and Royalties
A. Contrac�or shall pay ali license fees and royalties and assume all costs incident to tHe use in the
performance of the Work or the it�corporation in the Wor[� of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a particular
invention, design, process, product, or device is specified in the Contract Documents for use in the
perfor•mance ofthe Work and if, to the actual knowledge of City, its use is subject io patent rights
or copyrights calling for th� payment of any license fee or royalty to others, the existence of such
rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such
informatian does nat relieve thE Contractor from its o6ligations to pay for the use of said t'ees or
royalties to others.
B. To the.fullest extent pernxitted hy Laws and Re�elcrtaons, Cont�crctar shcrdl indemnif'y and hold
harmles,s City, from and against a1I clal�ns, cnsls, losses, and darnages (including hut no1 limited
to ull fees and char�es of engineers, architecls, attorneys, and other professivnal,s and all court
or ��bitration or other daspute resolution co.sts) arising out of or relating to any infringement of
patent raghts or capyrights incident to the use in the performance of�lhe Work or resulting frorr2
CI1�Y OP PORT WOR"1'H
5"fA7VDART)CO1VS7'RUCTIOI� SPHCiPICATTO�V DOCUMi;N'l:S West 7th Street impravements
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the incorporation ira 16�e Work of �any invention, design, process, product, ar device not specified
in the Contract Dacumenls.
G.09 Permils and Utilities
A. Contraciar obtained pe�mits and licenses. Contractor shall obtain and pay for all constructfon
permits and licenses except those provided foz• in the Supplementary Conditions or Contract
Docurnents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmentai charges and inspection fees necessary for the prosecution of
the Work which are appiicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the Ciry as specified in 6.D9.B.
City shall pay al] charges oiutility owners for cont�ections for providing permanent s�rvice to the
Work.
B. City obtained permits and licenses. City will obtain and pay far ali permits and licenses as provided
for in the Supplementat-y Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If ti�e Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining clearances
and coordinating with the appropriate re�ulato�y agency. The City will not reimburse th�
Contractor for any cost associated with these requirements oi any City acquit-ed permit. The
following are pErmits the City wili obtain if required: �
1. Texas Depa�-tment of Transpo�-tation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Qua�ity Permits
4. Railroad Company Permits "
C. Oxrtstanding permits and licenses. The City anticipates acquisition of and/oz' access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the 5upplementary Conditions. The Project Schedule submitted by
the Cont3ractor in accot�dance with the ContracL Documents must consider any outstanding permits
and licenses.
6.10 Laws and Regulutions
A. Contt-actor shall gi�e all notices required by and shali comply with ali Laws and Regulations
appficable to the performance of the Work. Except where otherwise expressly required by
applicabie Laws and Regulations, t�e City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor perforrns a�y Work [�nawing or ha�ing reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited
to all fees anc# charges of engineers, architects, attot-neys, and o�her professionals and all
CITY O� �'OR"1' WORTH West 7th Stree[ improvements
STA7+IDARI] CONS'1�}tUCTION SPEC1FiCAT101V DOCUMENTS City Project No. 101555
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court or arbitration or other dispute resolution costs) arising out of or relati�ng to such Work.
However, it shail not be Contractor's responsibility to make certain that the Specificafions and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's abligattons under Paragraph 3.02.
C. Changes in �,aws or Regulations nat known at the time of openir�g of Bids having an effect on
the cost or tirne of performance ofthe Worlc may be the subject of an adjustment in Contract Price
or Contract Time.
6.�1 Taxes
A. On a contract awarded by the City, an organization which qualifie� for exempfion pursuant to
Texas Tax Cade,'Subchapter H, Sections 151.341-335 {as arnended), ihe Contracior may purchase,
rent or lease all materials, supplies and equipmer�t used or consumed in the perfarmance of this
contract by issuing to his supplier an exetnption certiflcate in lieu oi the tax, said exemption
cert�ficate to compiy with State Comptroller's Ruling .007. Any such exemption certYficate issued
ta the Contractor �n lieu of the tax shal[ be subject to and snatl comply with the provision o� State
Comptroller's RuIing .Ot l, and any other applicable rulings pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax permits and information may �e obtained from:
1. Comptrofler of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http:. P�-� Yvit��vi��.;�ti,.Cri�i15/4iIXIY11'1/La:{tO1.Il�/�1.��tC�rrt,s.html
6.12 Use of �Site and Other,4recas
A. Limitation on Use of Site and Other Areas:
1. Contractor shaEl confine constr-�action equipment, the storage of materials and eqUipment, and
ti�e operatians of workers io the Site and other areas pez-�nitted by Lar�vs and Regulations, and
shall not unreasonably encumber the Site and other areas with constxuction equipment ar other
materials or equipment. Contractor shaIl assume fuIl responsibility for any damage to any such
Iand or area, or to the owner or occupant thereof, or of any adjacent land or areas resufting
from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or clased ar is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to f nish the
section on vvhich operations are in progress before work is commenced an any additional
area of the Site.
CITY OP FORT WORTI T West 7th Street improvemenfs
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3. Shauld any Da�nage Claim be made by any such owner or accupant because of the performance
of the Work, Contractar shall prompt9y atterript to resoive the Damage Claim.
4. Pu�suant lo Paragrapl� b.21, Contractor shall indemn� and hald ha�mles.s City, from and
againsi all clairtz.s, costs, losses, rxnd da�nages arising out of �or relating to any clarm or action,
legal �or equitable, brought by any such owner or occupant against City.
B. Removal of Dehris During. Performance of the Work: During the progress of the Work
Contractor shall keep the Site and othe�- areas free from accurnulatior�s of waste rnaterials, rubbish,
and other debris. Rernoval and disposal of such waste materials, rubbish, and other debris sha[I
confo�•m to �ppiicable Laws and Regulations.
C. Site Mcaintencrnce Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, ifthe Contractor fails
to correct the unsatisfactory procedure, ihe City may take such direct action as the City deems
appropriate to correct the clean-t�p deficiencies cited to the Contractor in the vv�•itten notice
(by ietter or electronic communication), and the costs of such direct action, plus 25 % of such
costs, shall he deducted from the monies due or to becorne due to the Contractoi•.
D. Final Site Cleaning.� Prior to Final Acceptance of the Worf� Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent propeY-ty owner. At the completion
of the Wot-k Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and sut�pl�as materials and shall restore to original conditian or better all property
disturbed by the Work.
E. Lvading Slructures: Contractor shall r�ot load nor permit any part of any structure to be loaded
in any manner that will endanger the struciure, nar shall Contractot• sub�ect any part af the Work
or adjacent property to stresses or pressures that r�+ill endanger it.
6.13 Record Dncuments
A. Contractor shali maintain in a safe place at the Site or• in a place designated by the Contractor and
approved by the City, one (1) record copy af all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written intetpretations and clat•ifications in good order and annotated to
show changes made during construction. These r•ecord docurnents to�ether with all approved
Samples and a countecpart of ali accepted Subr►-iittals wifl be available to City for reference. Upon
completion af the Wdrk, these record documents, any operation and maintenance manuals, and
Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate
Iocations for huried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supetvising alf safety
precautions and progz•ams in connectian with the Wor•k. Such responsibility does not relieve
5ubcontractor•s of their responsibility for the safery of persons or proper-ty in t�e performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contt•actor shall
CITY OF FORT WOATH West 7th Streel [mprovcments
5"CANDARDCONSTRUCTiON SPECIPiCATIDN DOClJ1NEE1�iTS City ProjectNo_ 1O1555
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take all necessary precautioris for the safery of, and shalf provide the necessary protect�on to
prevent damage, injury a=loss to:
i. all persons on the Site or who may be affected by the Work;
2, all the Wor[c and materia[s and equipment to be incorporated therein, whether in storage on
or offthe Site; and
ather property at ihe Site or adjacent thereto, inciuding trees, shrubs, lawns, wa[ks,
pavements, roadways, structures, utilities, and Undergrour�d Facilities not designated for
removal, relocation, ar replacement in the course of construction.
B. Contractor shalI comply with all applicable Laws and Regu[atians relating to the safety of
persons or property, or to the protection of persons or properly from cEatnage, injury, or toss; and
shall erect and maintain al! necessary safeguards for such safety and protectian. Contractor shall
notify owners of adjacent praperty and o#'Underground Facilities and ather uti[ity owners when
prasecutioh of the Work may aff�ct them, and shall coaperate with them in the protection,
�-emo�al, relocation, ar�d rep]acement of their propet-ty.
C. Contractor shall comply with the applica�le requirements of City's safety programs, if any.
D. Contractor shal[ info�-m City of the specifc requirements of Coniractor's safety program, if any,
with which City's empioyees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.14.A.2 or 6.14.A.3 caused,
clirectly or indirectly, in whole or in part, by Contractor, any 5ubcontractor, Supplier, or any other
individual or entity directly or fndirectly employed by any ofthem to perforcn any ofthe Work, or
anyone for whose acts any of them may be liabie, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and fot• protection of the Work shal! continue
until such time as all the Work is cornpleted and City has acc�pted the Woric.
6. ] 5 .Scrfety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
b.16 Hazard Communicataon Pra�rams
Contractor shalI be responsible far coordinating any exchange of material safery data sheets o.r other
hazard communication information required to be made available to or exchan�ed between ar among
employers in accordance with Laws or Regulations:
6.17 Emergencies and/or Recttfacation
A. In emergencies affecting the safety or protection of`p�rsons or the Work or property at the Site or
adjacent ther�to, Contractor is obligated to act to prev�nt threatened damag�, injury, or loss.
Contractor shal[ give City prompt written notice if Contt•actor believes tl�at any significant
C[TY OF FORT WORTH Wesl 7th Streel improvements
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changes in the Work or variations ft-otn the Contract Documents have been caused thereby oi• are
required as a result thereof. [f City determines that a change irt the Contract Documents is required
because ofthe action taken by Contractor in response to such an emer�ency, a Change Order may
be issued.
B. Should the Contractot• fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shail give the Contractor written notice that such work or changes are to be performed.
The written notice shali direct attentian to the discrepant condiiion and request the Contractor to
take remedial act�on to carrect the condition. In the event th� Contractar does not take positive
steps to fulfill this written request, oi- does not show just cause for noi taking the pt-oper action,
within 24 hout•s, the City may take such remedial action witi� City forces or by cor�tract. The City
shall deduct an amount equal to the entire costs fox such rernedial action, plus 25%, from any
funds due o�� become due the Conti-actor on the Projeci.
6.18 Sacbmiltal.s
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted 5chedule of Submittals (as required by Paragraph 2A7). Each submittal wiil be
identified as City zriay requit•e.
T. Submit numbet� of copies specified �n the General Requirements.
2. Data shown on the Submittais wiIl be complete with respect to quantities, dimensions, specified
perforrnance and design criteria, materials, and similar data to show City the services,
materials, and equiprr�ent Contractor proposes to provide and to enable City to review the
information for the Eimited purposes required by Paragraph 6.i$.C.
Submittals submitted as �herein provided
conformance with the design concept sha�l
Documents uniess otherwise required by City.
by Conti•actor and x•eviewed by City for
be executed in conformity with the Contract
When Sub�nittals are submitted fot� the purpose of showing the installation in greater detail,
theit- review shall not excuse Contractor from requirements $hown on the Drawings and
Specifications. �
5. �'or-Inforrnation-Only submittals upon which the City is not expecied to conduct review or
take responsive action may be so identified in the Con�-act Documents.
6. Submit required number of Samples specifiecl in the Specifications.
7. Cleat•ly identify each Sample as to materiai, Supplier, pet-tinent data such as catalog numbers,
the use �or which intended and othei• data as City nnay requit-e to enable Ci�y to review the
st�bmittal For the limited purposes req�tired by Paragraph 6.3 B.C.
CI'1'Y OF FORT WOR1�[i Wesl 7th Street Tmprovemenls
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B. Where a Su6mitta[ is required by the Contract Documents or the 5checfule of Submittals, any
related Work pet•formed prior to City's review and acceptance of the periinent submittal will be
at the so�e expense and responsibility of Contractor.
C. City's.Review:
City will provide timely review of required Submittais in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items co�ered by the s�abmit�als wiIi, after instaIlation or incorporation in the Work, conform
to the inforrnation given in the Contract Documents and be compatible with the design concept
of the completed Project as a funetioning whole as indicated by the Contract Documents.
City's review and acceptance will not extend to means, methods, techniques, seyuences, or
procedures of constrUction (except whet•e a particular rneans, method, technique, sequence,
or procedure af construction is specifcafly and expressly called for by the Contract
Documents) or to safety precautions or programs incident tHereto. The review and acceptance
of a separate item as such will not indicat� approval of the assembly in which the item
functions. ,
City's review and acceptance sha(1 not relieve Contractor frorri respansibility for any
variakion fi•ott� the requiretnents of the Cantract Dacutr�ents unless Cont�actoi� has complied
with the ��equirements of Section Qi 33 00 and Ciry has given written acceptance oi each
such variation by specific writken notation thereof incorpora�ec! in or accompanying the
Su6mittaE. City's review and acceptance shall not r�iieve Contractor from responsibility far
cornplying with ihe requirements of the Contract Documents.
6.19 Continuing ihe Work
Except as otherwise pt•ovided, Contractor shalI car•ry on the Wori� and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City atid Cont�-actar may otherwise agree zn
writing.
6.20 Contractor .s General Warranry And Uuaruntee
A. Contractor warrants ancE guarantees to City that aIl Work wi[1 be in accordance with the Contract
Documents and will �ot be defecti�e. City . and its officers, directors, znembers, pa�tne�-s,
�mpEoyees, agents, consultants, and sUbcontractors shall be entitied to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty anc! guarantee hereunder excludes defects or damage caused by:
abuse, modYfication, or itnproper maintenance or operation 6y persons other than Contractor,
SUbcontractors, Sup�liers, or any other individual or entity for whom Contractor is
responsible; or
CITY QP F02T WORTFI West 7th Slreet Improvemeuts
STANDt1RD CONSTR{7C'I'ION SE'ECIFTCAI']UN i]OCUMENTS City �'rq]ccl No_ I01555
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance wit� the Contract
Documents shal I be absolute. None of the following will canstitute an acceptance of Wark that is
not in accorckance with the Cont�•act Documents ac a release of Contractar's obligatiot� to perform
the Work in accordance with the Contract Documents:
l. observations by City;
2. recommendation or payment by City of any progr�ess or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City; .
4. use or occupancy of the Work or any part thereof by City;
5. any review and acce�tance of a 5ubmittal by City;
b. any inspection, test, or approval by others; ot-
7, any correciian of defective Work by City.
D. The Contractot• shal3 remedy any defects or damages in the Wark and pay for any damage to
other work or property resulting thereft-om which shall appear within a period of two (2) years
fro�n the date of Final Acceptance ofthe Work unless a longer period is specified and shall fus-nish
a good and sufficient maintenance bond, complying with the requirements of Ar�icle
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.2� Indert�nification
A. Contractor covenants anci agrees to indemnify, hold harmless and defend, at its own
exper�se, the City, its of�cers, servants and employees, from and against any and all daims
arisir�g out of, or alleged to arise out of, the work and services to be performed by t�e
Contractor, its officers, agents, empioyees, subcontractors, licenses or invitees undex this
Cantract. T IS INDEMNIFICATION PROVISION IS SPECI ICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN iF IT IS ALLEGED OR R�VEN THAT ALL
�R SO F OF THE ANLAC�E BEIN T SOUGHT WFRE CAU En. WHOLE OR IN
P RT, SY ANY A.T. O S�,�nN QR NECYLIGENCE OF TH_F_�I_'�Y'. This indemnity
provisior� is intended to enclude, without lirnitation, indemnity for costs, expenses and legai
fees incurred by the City in defending against such claims and causes of actions.
B. Con#ractor covenants and agrees to indemnify and hald harmless, at its own expense, the City,
its of�'icers, servants and empioyees, from and against any and all loss, damage or destruction
of property of the City, arising out of, or alleged to arise out of, the work and services to be
perfarmed by the Contractor, its officcrs, agents, employees, subcontractors, licensees or
inv�tees under this Contract. �� ]NDF,MNIFICATION PROVi�nN TS
CiTY OP FORT WORTH West 7th S[reet Tmpro�ements
STANDAR�CONSTIZUGTION SPECIPICATION DOCUMP.NTS Cfty �'mjcc[No_ i01555
Revision: Manch 9, 2020
00 �z ao - t
GENERAL CONDITIONS
Page 34 of 63
SPECI�Lr.v INTE�vDFD T OPFRA E A1vD 8 EFFE IVE Fy_EL�L IF iT IS
9��ED nR PRO ,N T�T ALL O S{)MF�ETHi' DAMAGFS BF_IN SnU T T
WERE ['�T�ED. i�0 ,F�( R IN PA T RV�Ny ACT OMY55ION QR
�'E(:Li(:F,NC'F. (lF TNF. CT'TV
6.22 Delegalion of Professional Design Setvices
A. Contractor will not be required to pro�ide professional design services un�ess sUcn services are
specifically required by the Contract Documents fo�- a portion of the Work or unless such ser�ices
are required to carry out Contractor's responsibilities for const��uction means, methods, techniques,
sequences and procedures.
B. If professional design services or certifications by a design professiona! related to syslerns,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all perfo�rzance and design critet-ia that such servic�s must satisfy. Contractor shall
cause such ser�ices ot• certifications to be provicEed by a p�-operly (icensed pt-ofessional, whose
signature and seal shalI appear on all drawings, calculations, specifications, certifications, and
5ubmittals prepared hy such professional. Submittals related to the Wor[c designed or certii-ied by
suct� professional, if prepared by others, shafl beat• such professiona�'s written approval when
submitted to City.
C. City shall be entitfed to rely upon the adequacy, accuracy and completeness of the setvices,
certifications or ap�rovals performed by such design professionals, provided City has specified
to Contractor performance and design criteria ihat such se�vices must satisfy.
D. PursUant to this Paragraph 6.22, City's review and acceptance of design calcula�ions and design
drawings will be only for the limited purpose of checking for conformance with perfor�nance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Subrnittals (except design calcuIations and design drawings} will be only %r•
the purpose stated in Paragraph 6.18.C. �
6.23 Right to Audit
A. The Cant�acto�- agrees t�at the City shall, untri the expiration of three (3) years after final
payment under this Contract, have ac.cess to and the right to exa�nine and photocopy any directly
pertinent books, documents, papers, and records of the Contr-actot� invoiving transaciions t�elating
to this Contraet. Contractor agre�s that the City shall have access during Regular Working Hours
to a!I necessary Contractor facilities and shal! be provided adequate ancE appropriate woric space
in order to conduct aucEits in compliance witlz the provisions of this Paragraph, The City shall
give Contractor reasonable advancc notice of intended audits.
B. Contractor further agrees to include in all its subcantracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expieation of thf�ee {3) yea�s after fina�
payrnent under this Contract, have access to and the right to examine and photocopy any directly
pertinent booEcs, docu�nents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and fu�ther, that City shal[ have access during Regular Working Hours to all
CITY Oi� �ORT WORTH West 7th Street Tmpro�emcnts
STANDART3CUNSTRCICT[ON SPECiPICATTON DOCUMENTS CiryProject3Vo, i01555
Revislon March9,2020
ao�zoa-�
GENERAL COiVdITIONS
Page �5 nf G3
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasor�abl� advance notice of intended audits.
C. Contractor and Su6contractor agree to photocopy such documents as may be requested by the City.
The City agrees to reimburse Contractor for the cost of the copies as foIlows at the rate pvblished
in the Texas Administrative Code in effect as of the ti�ne capying is performed.
6.24 Nondiscrrmination
A. The City is responsible for operating Public Transportation Progra�ns and implementing transit-
related projects, which are funded in part with FederaE financial assistance awa��ded by the U.S.
Department of Transportation and the Federal Transit Administration {FTA}, witl�out
discriminating against any perso� in the United States on the basis ofj•ace, color, or national o�-igin.
B. Title VI, Cival Right.s Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defned in the Supp[ementary Canditians for any project
recei�ing Federal assistance.
ARTYCLE 7— OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may pe�•form other work related to the Project at the Site with City's ernployees, or othet•
City contractors, or through oiher direct contracts therefor, or have ather worl� perfortned by utility
owners. Tf such other work is not noted in t�ae Contract Dacuments, then written notice thereof
will be given ta Contractor prior to star-�ing any such other wark; and
B. Contractor shatl affard each other contractot• �who is a party to sueh a dit�ect contract, each utility
owner, and City, if City is performing other work with City's emplayees or other City contractors,
proper and safe access to the Site, provide a reasonable oppot-tunity for the introduction and storage
of materials and equipment and the execution of such other• work, and properly coordinate the
Work with theirs. Contractor shall do alI cutting, fitting, and patching of the Work that may be
required io properly conneci or otherwise maice its several parts come together and properly
integrate with such othet• �uvork. Contractor shali not endanger any work of others by cutting,
excavating, ot• otherwis� altering such work; provided, however, that Contractor may cut oj• alter
others' work with the wt•itten co�sent oi Ciry and the others wi�ose wark will be affected.
C. If the proper execution ot• results oFany part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such ather work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitabie for the proper execut�on and results of Contractor's Work. Contracto�•'s failure ia so
repo�-t wil! constitute an acceptance of such other work as fii and proper for integt-ation with
Contractor's Work except for latent defects in the work provided by others.
CITY OF FOAT WOR7'H West 7th Street Improvements
STANT)ARDCONSTRI7CTION St'ECIFICAT�ON DQCUM8NT5 Ciry ProjectNo. 1O1555
Revision' March9,2020
no�zao-t
GENERAL CON�ITfONS
Page 36 of 63
7.02 Coordanataan
A. if City intends to contract with athers for the performance of other worlc on the Project at the
Site, the following wili be set fa�th in Supplctnentary Conditions:
1. the indir�idUaE or entity who wiEl have authority and responsibility for coordination of the
activi#ies among the �arious contractors will be identEficd;
2. the specitic matt�rs to be co�ered by such authority and responsibiliry will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless othe�-wise pro�ided in the Supplementary Conditions, City s�all ha�e authority for such
coordination.
ARTICLE S — CITY'S RESPONSIBILITIES
8.01 Cvrramunications to Contractor
Except as otherwise pro�ided in the Supplementary Conditions, Ciry shalI issue all communications
to Contractor.
8.02 Furnish Data
City shall timely fu�-nish the data requi►•ed under the Contract Documents.
8.03 Pay When Due
City shall rnake payments to Contractor in accardance with Article 14.
$.04 Lcrnds and E�serfzents; Reporis and Tests
City's duties with respeci to pro�iding lands and easements and pro�iding engineering sut-veys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refe�•s to City's
identifying and making available to Contracior copies of reports of explorations and tests af subsurface
conditions and drawings of physical conditions relating to existing sur#�ace or subsurface structures at
or contiguous to the Site that have been utiiized by City in pr•eparing the Contract Documents.
$.OS Change Orders
City shal l execute Ci�artge Ol-ders in accordance with Paragraph 10.03.
8.06 Inspectlons, Tests, and Approval.s
City's responsibility with respeci to certain inspections, tests, and approvals is set forth in Paragraph
] 3.�3.
CITY pF i'ORT WOR"fH West 7ih Street €anpro�cmcnts
STANi]AR� CONSTRitCT[ON SPP:Cf%ICA'rlON DOCUMEMTS Ciry Pr�ject No. 10] 555
Re�isian: M;uch9,202U
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GENERAL CONDITIONS
Page 37 of 63
$.07 Limatations on City's Responsibilities
A. The City shall not supervise, direcY, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, ot- procedui•es of construction, or the safety
precautians and programs incident thereto, or for any failure of Contractor to cotnply with Laws
and Regulations applicable to the performance of the Work. City will nat be responsible for
Cont�-actor's failure ia perform the Work ir� accordance with the Contracl Documents.
B. City will notify the Contractor of appjicable safety plans pursuant to Paragraph 6.14.
8A8 Undisclosed Hazcrrdous Environmenlal Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
Whilc at the Site, City's em�loyees and representatives shall comply with the specifc applicable
requirements oi Contractor's safety programs of which City has been inforrned pursuant to
Paragraph 6_14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING C�NSTRUCTION
9.01 Cily's Projeet Mcrncager
City will provide one oc more Project Manager(s) during the construction period. The duties and
responsibilities and the limitations of authority of City's Project Manager du�•ing construction are s�t
forth in the Contract Documents. The Ciiy's P��oject Manager for• this Contract is identified in the
Supplementary Conditions.
9A2 Vfsits to Site
A. City's Project Manager will make visits to the Site .at•intervals appropriate to the various stages
of construction as City deems necessary in order ta observe the progress that has been made and
the quality of the various aspects of Contractor's executed Work. Based on information
obtained during such visits and obser�ations, City's Project Manager will determine, in general, if
the Work is proceeding in accordance with the Contract Documents. City's Projec� Manager wiEl
not be required to make exhaustive or continuous inspections on the Site to checic the quality or
c�uantity of the Work. City's Pcoject Manager's efFo�ts wili be directed toward providing City a
greater degree of con�dence that the completed Work will conform generally to the Contract
Documents.
B. City's Project Manager's visits and observations are subjeci to all the limitations on authority and
responsibiliry in the Contract Documents including those set forth in Paragraph
8.Q7.
CI'I'Y OF FORT WORTH West 7th Sireet ImprovemcnLs
STANDARD COIV57RUC"CION SPECIFICATION DOCi7ME�TTS City Projecl No. ] 61555
Revision' March 9, 2Q20
oa �2 aa - �
GENERAL CONDITIOiVS
Page 38 of 63
9.03 Authorizecl Varialions in Work
City's Project Manager rnay authorize minor variations in the Work from the requirements of the
Cantract Documents which do not involve an adjustment rtn the Contract Price or the Cont�act Time
and are compatible with the design concept of the cotnpleted Project as a functioning who[e as
indicated by the Contract Documents. These may be accomplished by a Field Order anc! will be
binding on City and also on Contractor, who shall perform the Wo�-k involved promptly.
9.�4 Rejecting Defective Work
City wi[i have authority to reject Work which City's Project Manager belie�es ta be defectivc, or will
not produce a completed Project that confarms to the Contract Dacuments or that will prejudice the
inCegrity of the design concept of the corn�leted Project as a functioning vvhole as rtndicated by the
Contract Documents. City wil[ ha�e authority to condtict special inspection or testing of the Work as
provideci in ArticIe � 3, whether or not the Wot•Ec is fabricated, installed, ar compI�eted.
9.05 Determinatio�as. for Work Perfornzed
Contractar vvill determine the actual quantities and classifcations of Work �erformed. City's Project
Manager will review with Cont��actor the preliminary determinations on such matters before rendering
a written recommendation. City's written decision wil! be fnal (except as modifed to reflect changed
factual conditions or more accurate data). ,
9.06 Decisaons on Requirements of �Contrc�ct Docu�nents and Acceptability of Work
A. City will be the initial int�rpreter ofthe requirements af the Con�ract Documents and judge of the
acceptabilxty of the Work thereunder,
B. City will render a written decision on any issue referred.
C. City's wriiten c�ecision on the issue referred wil� be final and binding on the Contractor, subjeci
to ihe p��ovisions of Paz•agraph 10.06.
ARTICLE l0 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at a�y time or trom
time to.time, order Extra Wark. Upon notice of such Extra Work, Contractor shall prompt[y
proceed with the Wor�C in�olved which will be performed under the applicabl� conditions ofthe
Contract Documents (except as otherwise speci�caIly provided). Extra Work shalI be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Woric not r•equiring changes to Contract Time or Contract Price, a Field
Order may be issue.d by the City.
CiTY OF FQRT WORTH WesL 7th Strecl Tmpravcments
S"fANDnRT�C:ONSTRUCT[QN SPECIPICA'C[ON TIOCUMIiN'1'S City ProjectNu ]01555
Rcvision: Marc;h9,2020
007200-1
GENERAL CONdITIONS
Page 39 of 63
10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price ot� an extension of the Contract
Time with respect to any wot�k performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in Paragt-aph 3A4, except in the case of an emergency as
provided in Paragraph 6.17. �
10.03 Execution of Change Orders
A. Ciry and Contractor shall execute appropriate Change Orders covering:
changes in the Work which are: (i) ordered by City pursuant to Paragraph l 0.O1.A, {ii) required
because of acceptance of defective Work under Paragraph 13.0$ or City's carrection of
defective Work under Paragraph 13.09, or (iit) agreed tv by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Wnrk
A. Should a diffei•ence arise as to what does or does not constitute Extra Work, or as to the pay�nent
thereof, and the City insists upon its per%rmance, the Contractor shall proceed with the work after
making written request for written arders and shall keep accurate account of the actual reasonable
cost thereof. Contract Claims regarding Extra Work shall be rnade pursuant to Paragraph 10.06.
B. The Contt�actor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary tn enable the City to prepare for permanent record a
corrected set of plans show�ng the actual instaltation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a fiall, complete and finai payment for all costs Contractor incurs as a result or E•elating to the
change or Extra Work, whether said costs are knawn, unknown, foreseen oc �anfareseen at that
time, including without limitation, any costs for deiay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification lo Surety
If the pr4visions of any band require notice to be given to a surety of any c�ange afFecting the general
scope of the Wot-k or the provisions of the Contt•act Documents (including, but not limited to,
Contract Price ot• Cor�tract Time), the giving of any such notice will be Contractor's E-esponsibility.
The amount of each applicable bond will be adjusted by ihe Contracto�- to ref�ect the effect of any
such change.
CETY OF FOR7' WORTII West 7th Street lmprovemenls
5`]'ANDARDCON51'RUCTION SPECi�ICA'CIOIV DOCUMrNTS Ciry ProjectNo. 10i555
Revislon: Match9, 202fl
oonoo-i
GENERAL CONDI710N5
Page 4Q of 53
I 0.06 Cant�act Claim.s Process
A. Caty's Decision Required: All Contract C[aims, except those waived pursuant to Paragraph
14.09, shall be referred ta the City for decision. A decision by City sha[I be required as a condition
precedent to any exercise by Contractor of ariy rights ar retnedies he may otherwise have under
the Contract Documents or by l,aws and Re�ulations in respect af such Contract Claims.
B. Notice.
Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than I S days after the start of the event giving rise thereta. The
responsibility to substantiate a Contract Claim shalI rest with the party �naking the Contract .
Claim.
2. Notice of ihe amount oe extent of the Cont��act Ciaim, with suppnrting data shali be delivered
to the City on or before 45 days from the stat=t of the event giving rise thereto (unless the City
ailows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustrrtent in Contraet Price shal] be pre�ared in accor•danee with
the p�•ovisions of Paragraph 12.01.
4. A Contract Claim for an adjustmeni in Contraet Time shalt be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Clain� shall be accompanied by Contractar's written staterr�ent that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shaI! submit any response to the Contractor within 30 days after receipt of the
claimant's last submitta( (unless Contract allows additionat time}.
C. City's Action: City wi�l review each Contract Claim and, within 3Q days after receipt of the last
submittal af the Contractor, if any, take one of the foIlowing actions in �writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or �
3. noiify the Contractor that the City is unable to resolve the Coniract C[aim if, in the City's
sole cliscretion, it would be inappropriate for the City to do so. For purposes of iurther
resolution ofthe Contract Claim, such natice shall be deemed a denial.
CI'fY QP PO[ZT WOR7'EI West 7th Slrcet [mpravements
STAI�IDARDCONS'fRUCTTON SPECIFTCA`fIUN DOCUMENTS CityProjeciNa_ 1Q1555
Re�fsfan: Ma�h9, 2Q20
007200-E
GENERAL CQN�ITIONS
Page 41 of 63
D. City's written action under Pat-agraph I0.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set foi-�h in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Conti•act Time wil� be valid.if not
submitted in accardance with this Paragraph 10.06.
ARTICLE I1— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMEllTT
11.0 I Cost of the Work
A. Cost.s Included.• The term Cost of ih� War[c means the sum of al I costs, except those excluded in
Paragraph I].O 1.B, necessarily incurred and paid by Cantractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor wifl be only those additional or ineremental costs required because ofthe change in the
Work. Such costs shall not include any of th� costs itemized in Paragraph � 1.01.8, and shall
include but not be Iimited to the following items:
Payroll costs fot• employees in the direct employ oi Contractor in the performance of the
Wor-k under schedules of job classifications agreed upon by City ar�d Contt•actor. Such
employees shall incl�ade, without limitation, superintendents,. forennen, and other per•sonnel
employed full time on the Work. Payroll costs for employees not employed full titne dn ihe
Work shall b� a�portionecf on the basis of their time spent on the Work. Payroll costs shall
incl�ade;
a. salaries with a 55% marlcup, or
b. salai-ies and wages plus the cosi of fringe benefits, which shatl include social sec�rity
contributions, unempEoy�nent, excise, and payroIl t�es, workers' campensation, health
and retir�ment benefits, bonuses, sick leave, vacation and holiday pay applica6[e thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Worlcing Hours, or [egal holidays, shall be incIuded in the above to the extent authorized
by City.
Cost of all matet�ials and equipment furnished and incorporaied in the Work, incl�iding costs
of #ranspo��tation and storrage thereof, and Suppliers' feld services required in connection
therewith.
3_ Rentals of al{ construction equipment and machinery, and the parts thereof whether rented
frorx� Contractor or others in accordance with rental agreements approved by City, and the
costs of transpot�tation, loading, unloading, assembly, dismantling, and i-emoval thereof. Afl
such costs shal l be in accordance with the terms of said rental agreements. The rental of any
such eq�aipment, machineiy, or parts shall cease when the use thereof is no longer necessary
for the Work.
CITY O� FORT WORTH West 7th Street [mprovements
STANDARD CONS`CRUC'CTON SPGCiPTCA7'IQN DOCUMENTS City Project No_ 101555
Revision March9,2020
UO720{1-1
GENERAL CONDITIONS
E'age 42 of 63
4. Payments mac�e by Contractor to Subcontractors for Work performed by Subconkractors. If
required by City, ,Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shalE deliver such �ids to City, who will then determine, which bids,
if any, will be acceptable. If any subcont�act provides that the Subcontractor is to be paid on
ihe basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Wor�C and fee as pro�ided in
this Paragraph l 1.0 [ .
5. Costs of special consultants (including but not limited to �ngineers, architects, testing
labot•atories, surveyors, attorneys, and accountar�ts) employed %r services specifically related
ta the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, tra�el, and subsistcnce expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinety, appliances, office, and temporaty facilities at the Site, and hand tools not
owned by the workers, �vhich are consumed in the performance of the Wot�k, and cost,less
market �alue, of such items used but not consumed which r�emain the property of
Contractor.
c. Sales, consumer, use, and oti�er similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as impasecf by Laws and
Regulations.
d. Deposits lost for eauses other than neg]igence of Contractor, any 5ubcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be �iab[e, and royalty payments and fees fot• permits and licenses.
e. Losses and damages {and related expenses} caused by damage to the Work, not
corr�pe�sateci by insurance ar otherwise, sustained by Contractor in connection with th�
performance of the Work, provided such iosses and damages have resulted from causes
other thatt tk�e negligence nf Contractor, any Subcontractor, or anyone di�•ectly or indir•ectly
emptoyed by any of them or far whose acts any of them rnay be iiable. Such losses shall
include settlements made with the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work %r the purpose of
determzning Contractor's fee.
f. The cost of utilities, fi.teE, and sanitary facilities at the 5ite.
g. Minor expenses such as tel�grains, long distance telephone calls, telephone and
communication services at the 5ite, express and courier ser�ices, and similar petty cash
items in connection with the Work.
CTTY O�' FOR"f WORT] I West 7th Stree[ TmpruvcmenLs
5"CAiYDARDCONSTRUC7TON SPI:C[P[CA'I'ION DOCUMENTS � CiryProjecCNo. 10}555
Revision Mareh9,2020
oo�zoo-i
GENERAL GONDI710NS
Page 43 of 63
h. The costs of pj•emiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and tnaintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
l. Payroll costs and ather compensation of Conta-actor's officers, executives, principals (of
partnerships and sole proprietorships}, genera! managers, saf�ty managers, engineers,
architects, estimatoz-s, attorneys, avditors, accountan�s, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contrackor, whether at the
Szte or in Contractor's principal or branch office for general administration of the Work and
not specifcally included in the agreed upan schedule of job classificatEans referred to in
Paragraph 1�.O1.A.1 or specifically covered by Paragraph 11.�1.A.4, all of which are to be
considered administrative costs covered by the Cantractor's fee.
2. Expenses of Contractor's principal and branch of�ces other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. C�sts dUe to the negligence of Contractor, any Subcor�tractor, or anyone direct�y oc indirectly
employed by any of thern or for vvhose acts any of the�n may be Eiable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contr�ctor .s Fee: When all the Work is performed on the basis of cost-plus,.Contractor's fee
shall be determined as set forth in the A�reeanent. Wlzen the value af any Work covered by a
Change Order for an adjustment in Contract Price is detern�ined on the basis of Cost of the
Work, Cantractor's fee shall be determined as set forth in Para�raph i 2.O 1.C.
D. Documentation: Whenever the Cast of tHe Work for any purpose is to be deter•mined pursuant to
Paragraphs 11.01.A and 11 A LB, Contractor will establish and maintain .. records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost brea[�down together with supporting data. �
I i .02 Allowances
A. Specified �1llo�vance: It is understood that Cont�actor• �as includ�ed in the Contract P�•ice a�l
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Alloyvances:
l. Contractor a�rees that:
CITY OP PORT WORTH Wesl 7th Street Impruvemeots
S"�ANDARD CONSTRUCTION SPECTPICAT[ON DOCUMI:NTS Ciry ProjectNa. 1 D9555
Itevision. March 9, 202U
oa�zao-�
GENERAL CONDITIONS
Yage 44 of b3
a. the pre-bid aIl�wances include the cost to Contractor of materials and equ�pment required
by the allowances to 6e delivered at the Site, and all applicable taxes; and
b. Cantractor's costs far unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been includec! in
the a�lawances, and no demand far additional pay�nent on account of any of the
%regoing wil[ be valid.
C. Contingency Allowance: Contractar agrees that a contingency allowance, if any, is for the sole use
of Ciry.
D. Prior to tinal paymeni, an appro�riate Change Order wil] be issued to reflect actuaE amounts due
Contractor on account of Work covered by ailowances, and the Contract Price shaIl be
correspor�dingly adjusted.
I 1.03 Unit Price Wark
A. Where the Contract Documents provide that ail or part of the Work is to be Unit Price Work,
initially the Contract Price will be deetned to include.for all Unit Price Work an�amount equat to
the sum ofthe unit price for eac� separately identified item of Unit Frice Work times the estimxted
quantity of each item as indicated in the Agreement.
B, The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparisan of Bids ar�cE determining an initiaf Contract Frice. Determinations of the
actual quantities and classifications of Unit Price Woric performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05. .
C. Each unit price will be deemed to include an amount cansidered by Contractor to be adequate to
� cove�- Conteactor's overhead and profit for each separately identifted item. Work clescribed in the
Contract Documents, vr reasonably infereed as re�uired for a functionally complete instaliation,
but not identifed in the listing of unit price items shal l be cansidered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. City znay make an adjustment in the Contract Price in accardance with Paragraph 12.01 iF:
1. the quantity of any item of Unit Price Work performed by Cont�•actor difFers materially and
significa.ntly frorn the estimated quantity of such item indicated in the Agreement; ar�d
2. lhere is no corresponding adjustment with respect to any othet• item of Work.
E. Increused o� Decrecr.sed Quantities: The City reser�es the right to order Extra Work in
accordance with Paragraph 10.41.
if the changes in quantities or the a[terations do nat significantly ck�ange the character of
work under ihe Contract Docur►-�ents, the altered work will be paid for at the Contract unit
price.
CITY OF FORT WORTF[ Wesl 7th Street improvements
STANDARDC(JNSTRUC'170N SP�,CIFICATIOIV DqCUM�,IVTS C�ry Projectl�Io. 1p1555
Rcvision: Man;h 9, 2020
oo�zao-i
GENERAL CONDiTIONS
C'agc 45 qf 63
2. If the changes in quatitities or alterations significantly change the character of work, the
Cantract will be amended by a Cl�ange Order.
If no unit prices exist, this will be considered Extra Work and the Contract will 6e amended
by a Change O��det� in accot-dance with Ai�ticle 12.
4. A significant change in the character ofwork occtzrs when:
a. the character of work for any Ttem as altered differs materially in kind or nature from that
in the Contract ar
b. a Majoi• Item ofwork varies by more than 25% from the original Contract quantity.
5. Wi�en the quantity of work to be done under any Major Item of the ContE•act is more than
125% of the original quantify stated in the Cantract, then either party ta tt�e Contract may
request an adj�stment to the unit }�rice on the portion of the work that is above 125°/a.
6. When the quantity of work to be done under any Major item of the Contract is less than 75%
of the original quantity stated in the Contract, tlaen either �arLy to the Contract may request
an adjustment to the unit pric�.
I 1.04 Plans Quaniity Measurement
A. Plans quantities may or may not represent the exact quantity af work performed or material m.oved,
handied, or placed dur€ng the execution of the Contract. The estimated bid quantiYies are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. Tf the quantity measured as autlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Cont�•act Documents, an
adjustrnent may be made to the quantity o#'autharized work done for payment putposes. The pacty
to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payrrient will be made. Paymer�t for re�ised quantity wili he
made at the unit price bid for that Item, except as pravided for in Article 10.
C. Wh�n quantities are revised by a change in design approved by the City, by Chan�e Orde�-, or to
coz-�-ect an error, or to correct an error on the plans, the plans quantity will be increased ot� decreasecf
by the amount involved in the change, and the 25% variance will apply to the new pIans quant�ty.
D. If the total Contract quantity multiplied by the ur�it price bid for an individual Item is less than
$250 and the Item is not originakly a plans quantity Item, then the Item tnay be paid as a plans
quantity itern ifthe City and Contractor agree in writing to fx the final quantity as a pians quantity.
C9TY QF FO[iT WORTH Wes[ 7th Streel improvements
STANDARD CON517tUCTION SPECIF[CATIdrI DOCUMEi�ITS City Project No. 101555
Revision: March9, 2020
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GEN�RAL CONDITIONS
Pagc 45 of 63
E. For calfout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE I2 �- CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Cvntracl P�ice
A. The Contract Price may only be changed by a Changc Order.
B, The value ofany Work covered by a Change Order will be determined as folIows:
where the Work invol�ed is covered by t�nit prices contained in the Contract Documents, by
app[ication of such unit prices to the quantities ofthe items involved (subject to the provisions
of Paragraph 1 I,03); or
2. where the Work itt�alved is not co�+e�-ed by unit prices contained in the Can�ract Documents,
by a mutually agt-eed lump sum or unit price (which may include an allowance for overhead
and profit nat necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cast
of any secondary impacts that are foreseeable at the tltrie of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not �•eachcd under Paragraph 12.O1.B.2, on the
basis of the Cost of the Worfc {determined as pro�ided in Paragraph 11.01) plus a Contractor's
fee for a�erhead and profit (determined as provided in Paragraph 12,O1.C).
C. Cvntractor's Fee: 1'he Co�tractor's additional tee for overl�ead and p��ofit shal l be detetmined as
follows:
1. a mutually acceptable fixed fee; oe�
2, if a fixed fee is not agreed u�on, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragra�hs 1 1.O1.A.l, t 1.Oi.A.2, and l I.Ol.A.3, the
Contractor's additional fee shalE be 15 percent except far:
I) rental fe�s for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred �nder Paragraph 11.O1.A.4 and 11.OI .A.S, the Contractor's fee shalf be
five percent (5%};
i) where one or more tiers of su6contracts are on the hasis of Cost of th� Work plus a
fee and no fixed fee is agreed upon, the inten# of Paragraphs 12.O1.C.2.a and
12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever
CITY UF FOAT WORTH West 7tli Street [mprovements
S'fANDARDCONSTRUC'f]pN SPECIFICAT[ON DOCUNdENTS City Projccl No. f01555
Rc�isian: Ma�h 9, 2Q2Q
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G�NERAL CONDITIONS
Pagc 47 of h3
tier, wiil be paid a fee of I 5 percent af the costs incurred by such Su6contractor Under
Pacagraphs l 1.O 1.A. t and I 1.O1.A.2 and t�at any higher tier Subcontractor and
Contractor will each be paid a Fee of five percent {5%) of the amount paid to the next
lower tier Subcontractor•, however in no case shali the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be �ayable on the basis r�f costs itemized under Faragraphs 1 i.D l.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net dec�•ease in cost wi�l be the amouni of the actual net decr.ease in cost plus a deduction
in Contractor's fee by an amount equal to five percent (5%) of s�ach net decrease.
� 2A2 Change of Contrcrct Time
A. The Contract Time znay only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the
Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show �y Critical Path Method analysis how the E�tra Work or claimed
delay advet�sely affecls the critical path.
12.03 Dedays
A. Where Contractor is reasonably delay�d in the performance or completion of any part of the
Work within the Coniract Time due to delay beyond the control oi Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Ciaim fs made
therefor. Delays beyond the control of Contractor shall incluc3e, but not be limited to, acts or
neglect by City, acts or neglect of utility owners or other contractors perfor�ning othet- work as
contemplated by Article 7, fires, floods, epidemics, abnorrnal weather conditions, or acts ofGod.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Parag�•aph.
B. If Contractor is delayed, Ciry shall not be liablc to Contractor for any claims, costs, losses, or
damages (including but �ot limited to alI fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or othec dispute resolution costs) sustained by
Contractor on oj• in connection with any other project or anticipated project.
C. Contractor shall not be entitl�d �to an adjustment in Contract Price or Cont�•act Time far delays
within the control of Cont�-actor. Delays attributable to and within ihe controi of a Subcontractor
or Suppiier shall be deemed to be delays within the control of Cont��actor.
D. The Contractor shail receive no compensation fox• delays ar hindrances to the Work, except when
direct and unavoidabl� extra cost to t�e Contractor is caused by the failure of the City to provide
infor•mation or material, if any, which is to be furnished by the City.
C[TY OF FOR'C WOR'fH West 7th Street Improvements
STAT�iDARD COMSTRUCTEON SPECIFICA'f[ON �OCUME�TTS City Pro}ect Na l0 i 555
Revision: Macch 9, 20Z� ,
007200-1
GENERAL CONDITIONS
Page 48 of 63
ARTICLE 13 — TESTS AND INSPECTIONS; CORRECT�ON, REMOVAL OR ACCEPTANCE QF
DEFECTIVE WORK
13.01 Notrce of Defects
Notice of a!1 defecti�e Worlc of which City has actual [cnowledge will be given to Coniractor.
Defective Work may 6e re�ected, corrected, or accepted as provided in this Article 13.
13.02 Access to WoYk
City, independent testing laboratories, and governznental agencies with jt�risdictional interests will
have access to the Site and the Work at reasonable �imes for their obsetvation, ins�ection, and testing.
Contractor shall pro�ide them proper and safe cond�tions for such access and advise them of
Contractor's safety pi-ocedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspectivns
A. Contractor shal] give City timely notice of readiness of the Wark for all required inspections,
tests, or appro�als and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Wor�C (or part thereo� to be inspected, tested, or approved, Contractor shall assume fu[I
responsibility for arranging and abtaining such independer�t inspections, tests, retests or approvals,
pay all costs in cQnnection therewith, and furnish City th.e r•equired certificates of inspection or
approval; excepting, howe�er, those fees speci�cally identified in• the Supplementaty Conditions
or any Texas Department of Licensure and Regulation {TDLR) inspections, which shall be paid as
cfescribed in the Supplementa�y Conditions.
C. Contractor shall be responsible for arranging and o6taining and shall pay at] costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of rnaterials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvaEs shall be performed by organizations acceptab�e io
City.
D. City may arrange for the se�-vices oi an independent testing [aboratory ("Testing Lab") to
pei-foi-m any inspections or tests {"Testing") for any par� of the Wor�, as determined solely by
City. ,
1. City will coordinate such Testing to the extent possible, wi�h Contractor;
2. Should any Testing under this Sect.ion 13.03 D t-esult in a"fai[", "did not pass" or othei•
similar negati�e result, the Coniractoi- shaEl be responsible For paying for any and all retests.
Conti-actor's canceiiation wit�out cause of City in�tiated Testing shall be deemed a negative
result and require a retest.
CITY OF FQR"�' WORTII West 7th Street Tmpravcmcnls
STANUARDCONSTKUCT{ON SPECIFfCA'fION DOCUMEl�ITS CiryPmjecCNo. 101555
Revision Ma�h 9, 2020
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GENERAL CONDITiONS
Page 49 of 63
Any amounts awed fot- any retest under this Section 13.03 D shall be paid directly to the
Testing I,ab by Contractor. City wiil foz-ward all invoices for retests to Contractor.
4. If Cont�-actor fails to pay the Testing Lab, City will not issue Fina� Payment ur�til the Testing
Lab is paici.
E. If any Work (or the work of others} that is to be inspected, tested, or approved is eovered by
Contractor without written concurrence of City, Cantractot• shall, if requested by City, uncover
such Work for obseivation.
F. Uncovering Wo�•k as provided in Paragt�aph 13.03.E shall be at Contractor's expense.
G. Contractor sha11 have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D. '
13.04 Uncovertng Work
A. If any Wot-k is cover-ed contra�y to the Contract Documents or specific insh-uctions by the Ciry, it
must, if rec�uested by City, be uncovered for City's obseivation and replaced at Contractar's
�xpense.
B. If City considers it necessary or advisable that covered Work be obser�ued by City or inspected ot•
tested by others, Contractor, at City's request, shafl uncover, expose, or otherwise make avai�a6le
for obse�vatior�, inspection, or testing as City may require, that portion of the Wark in yuestion,
furnishing all necessary labor, mafierial, and equipznent.
1. If it is found that the uncovered Work is defective, Contractor shalE pay a!l claims, costs,
losses, and damages (incIuding but not limited to all fees and chat-ges of engineers, architects,
attorneys, and other professionaIs and� all court oi- other dispute resolution costs) arisin�; out of
o�� relating to such uncovering, exposure, observation, inspection, and testing, and of
sat�sfactory replacement or r�econstruction (including but not limited to all costs of repair or
replacement of work of others); ot� Cily shall be entitled to accept defective Work in accordance
with Paragraph 13.0& in which case Contractor shall stili be responsible fot- all costs associated
with expQsing, observing, and testing the defective Work.
2. If the uncovered Work is not found ta be defective, Contractor shall be allowed an increase
in the Cot�tract Price or an extension of the Contract Time, or both, directly attr•ibutable to such
uncoverin�, exposure, obs�rvation, inspection, testing, replacement, and reconstruction.
l 3A5 City �llay Stop the Work
If the Work is defective, or Contt-actor fails to su}�ply suf�cient skilled workers or suitable materials
or equiptnent, or fails ta perfortn the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the
cause for such ordet� has been e[iminated; however, this right of City to stop the Wor[� shall not give
rise to any duty on the pax-t of City to exercise this right for the benefit of Contractor, any
CTTY OF FD�2T WOR7-H West 7ih Street Improvemcnts
S'fANDARD CONSTAUCTION SPECTPICA'FION i30CUMENTS City Ptoject No_ I U1555
Rcvision� Ma�h9,2020
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GENERAi CONDITIOfVS
Page 50 uf 63
5ubcontractor, any Supplier, any other indi�idua! or entity, or any surety for, or etnployee or agent of
any oFthem.
13.06 Correctinn or Removal of Defective Wark
A. Fromptly after receipt af written notice, Contractor shall co��rect a!1 defec�ive Work pursuant to
an acceptable schedule, whether or not fabricated, ir�stalled, or completed, or, if the Work has been
rejected by City, remove it from the Projeet and reptace ii with Work that is not defective.
Contractor shaEl pay all clafms, costs, additional testing, losses, and damages {including but not
Iimited to all fees and charges of engineers, architects, attorneys, and other professionats and all
court or arbitration or oiher dispute resolution costs} arising out of or relating to such correction
or remo�al {including 6ut not limited to aIi costs of repair or replacement of work of others).
Failure to require the removal of any defecti�e Work shall not constitute acceptance of such Wo�-k.
8. When correcting defective Work unde�� tl�e terms af this Paragraph 13.Q6 or Parag��aph 13.07,
Contraetor sha�l take no action that would void or otherwise izxipair Ciry's special warranry and
guaranfe�, if any, on said Work.
13.07 Correction Period
�1. If within two {2} years after the date of Final Acceptance (or such Ionger period af time as may be
p�•escribed by the terms of any applicable specia� guarantee requi�-ed by the Contract Documents),
any Work is found to be defective, or if the repair of any damages to the land or areas made
available for Contractor's use by City or permitted by Laws and Regulatians as contemplated in
Paragraph S.lO.A is f.ound to be defective, Contractor shall promptly, without cost to City and in
accorcEanc� with City's written instructions:
1, repair sucl� defective land o�• areas; or
2, correct such defective Work; or
3. if the defecti�e Work has been rejected by City, rernove it from the Project and replace if
with Work that is not defective, and
4, satisfactorily cot-rect or repair o�• remo�e and replace any damag� to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not pramptly cort�}�[y with the terms of City's written instructions, or in an
emergency where delay wou[d cause serious ris[� of loss or damage, City may have the defective
Work corrected or t•epaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to alI fees and charges of engineer•s,
architects, attorneys, and other professionals and all court or other dispute resolution costs) arising
out o�or relating to such cot�rection or repaie or such removal and replacem.ent {includ€ng but not
limited to all costs af repair or re�laceme�t of work of others) will be paid by Contractar.
CTTY OF FORT WORTH West 7[h Sireet [mprovements
STANT)AIZI] COTdSTRUCiIOiV SPECIFICATiON DOCi7MIsl�ITS Ciry Projcct 1`Ia_ 1 Ol 555
Re�ision: March9,2020
oo�zoo-t
GEIVERAL CONDfTIONS
Pagc 5 I of 63
C. In special circumstances where a particular itern of equipment is placed in continuous service
6efore Final Acceptance of all the Work, the correction period for tl�at item may start to run from
an earlier date if so prvvided in the Contract Documents.
D. �rVhere de%ctive Wark (and damage to other Wark resulting therefrom) has been cot•rected ot•
removed and replaced under this Paragz•aph 13.07, the correction pe�•iad hereundet- with respect
to such Work may be i•equired to 6e extended for an additional peciod of one year after tne end of
the initial correction period. City shail provide 30 days written notice to Contractor should such
additional warranty coverage be z•equired. Contracto�- may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 1.0.06.
E. Contractor's obligations under this Paragraph I3.07 are in �addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shal� not be construed as a substitute for, or a
waiver of, ihe provisions of any applicable staiute of limitation or repose.
13.08 Aeceptance of Def'ective Work
If, instead of requij•ing cot-�-ection or removal and replacement of defective Work, City prefers to
accept it, City �nay do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to a11 fees and charges of engineers, architects, aitorneys, and other professionals and all
co�t-t or other dispute resol�ation costs) aitributable to City's evaluation af and detet�Enination to accept
such defective Wot-k and foz• the diminished value of ihe Wark to the extent not otherwise paid by
Contractor. if any such acceptance occurs prior to Final Acceptance, a Change Order will be issued
incorporatir�g the necessary revisions in the Contract Documents with respect to the Work, and City
shal� be entitled to an appxopt�iate decrease in the Contract Price, reflecting the diminished value of
Work so accepted.
13.04 City May Carrect Defectave Work
A. If Contractor fails within a z•easonable time after written notice from City to correct defective
Work, or to remove and repiace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Conti•actor fails to perform the Wark in accordance with the Contract Dacuments,
or if Contracto�- fails io comply with any other provision of the Contract Documents, City may,
ai�er seven (7) days written notice to Contractor, correct, o�• rer�-iedy any such defciency. -
B. Ir� exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. �n connection with such corE•ective or remedial action, City may exclude Contractor
from a11 or part of the Site, iake possession of ali or part of the Work and suspend Contractar's
services related thereto, and incorporate in the Work all materials and equipment incorporated in
the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere.
Contractor shall allow City, City's represet�tatives, agents, consuliants, empIoyees, and City's
other contractors, access to the Site to enable City to exercise the rights atad remedies under this
Paragraph.
C. AlI clairr�s, costs, losses, and damages {including but not [imited to a[I fees and charges af
engine�rs, architects, at�orneys, and other professionals and all court or ather dispute t-esvluiion
CITY OF FOAT WORTE-i West "]th Slree[ improvements
S'CANDARD CONSTItUCTIdN SPECTFICATION DOCUMEN'1'S City Projecf Nu. 101555
Rcvision Ma��ch 9, 2020
00 72 00 - 1
GENERAL CONDITI�NS
Pagc 52 of 63
costs) incurred or sustair�ed by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order wiIl be issued i�corporating the
necessa�y revisions in the Contract Documents with respect to the Work; and City shall be entitled
to an appropriate decrease in the Contract Pric�.
D. Contractor shall not be allowed an extension
performance of the Wor% attributable to the
Paragraph 13.09.
of the Contract Time because of any delay in the
exercise of City's rig}�ts and remedies under this
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.Q1 .�'chedule of Values
The Sch�dule of Values for lump sum contracts established as provided in Paragraph 2.Q7 will serve
as the basis for progress payments and will be incoi�porated into a form of Application for Fayment
acceptable to City. Progress payments on account of Unit Price Work will be based an the number of
units completed. �
l 4.02 Progress Payments
A. ApplicationsforPaymenls:
1. Contractor is responsible for pro�iding all in%rmation as required to become a �endor of the
City.
2. At least 20 days be.fat•e the date established in the General Requir•err�ents for each progress
payment, Contractar shall submit to City far review an Application for Payment fiilled out and
signed by Contractor covering the Work compieted as of the date of the App[icatior� and
accompanied by such suppor-ting documentation as is r�quired by the Contract Documents.
If payment is E-equested on the basis of materials and ec�uipment not incorporated in the Worlc
bUt deli�vered and suitably stored at the 5ite or at another location agt•eed to in writing, the
Application far Payment. shall also be accotnpanied by a bill of sale, invoice, or other
documentation warranting that City has recei�ed the materials and equipment free and c�ear of
all Liens and e�idence that the materials and equipment axe covered by appropriate insurance
or ot�►er arrangements to proiect City's intet•est therein, all of which must be satisfactory to
City.
4. Beginning with the second Application for Payment, each Application shall include an affidavit
of Cantractor stating that pre�ious progress payments received an account of the Work have
been applied on account ta discharge Contractor's legitimate obligations associated with prior
Applicaiions for Payment.
S. The amount of retainage with respect to �a��ogress payments will be as stipulated in the
Contract Documents. �
CiTY OP POR"f WOItTf{ West 7th Street improvements
STANDARD CONS"CR€1CTIOM SPP.CII�ICA"1�[ON DaCC1MENTS City ProjectNo. 101555
Revision: March9,2020
00 �z oo - i
GENERAL CONDETIONS
Pagc 53 of 63
B. Revaew afApplication.s:
City rvi�l, after receipt of each Application for Payment, either indicate in writing a
recommendation of pay[nent or return the Application to Contractor indicating reasons for
refusin� payment. In the latter case, Contractor may make the necessary corr�ctions and
�-esubmit the Application.
2. City's pracessir�g of any payment requested in an Application for Paytnent will be has�d on
City's observations ofthe executed Work, and on City's review ofthe Applicatinn for Payment
and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the q�aality of the Wark is generally in accordanc� witH the Contract Documents (subject
to ar� evaluatian of the Work as a fu�ctianing whole prior to or upon Final Acceptance, the
results of any subsequent tests cailed for in the Contract Documents, a final determination
of quantities and classifications for Work perfor3ned under Paragraph 9.05, and any other
qualifications stated in the recommendation).
3. Processing any such payment will not tI�ereby be deemed to ha�e represented tha#:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of ti�e Work in progress, or
involved detailed inspections of the 1Uork beyond the responsibilities specifically assigned
to City in the �ontract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has comp�ied with Laws anci Regulations applicable to Contcactor's performance
of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence ar the results of subsequent inspections or tests, and revise or revake
any such payment previously made, to such extent as may be necessary to pro#ect City from
loss because:
a. the Work is defective, ar the completed Wor� has been damaged by the Contractor or his
subcontractors, requiring correctian or replacement;
b. discrepancies in quantities contained in previous applications For payment;
c. the Contract Price has been redUced by Chan�e Orders;
d.. City has been rec�uired io correct defective Work or complete Work in accordance with
Paragrap� 13 A9; oi-
C[TY OF FORT WORTF[ West 7th Streel Tmprovements
S'fANDARDCONS"f{ZUCTION SPECIFICATIOIV DOCUMEt�ITS Cfty ProjectNo. 301555
Aevisiun: Manch 9, 2020
. Ofl ']2 00 - l
GENERAL CONdITION5
Page 54 af b3
e. City has actual knowledge of the occui-rence of any of the events enumerated in
Paragraph 15A2.A.
C. Retainage:
1. For conteacts less than $400,000 at the time of execution, retainage sha�l be ten percent
{ 14%).
2. �or contracts greater than $400,Q40 at the tirne of execution, retainage shall 6e five percent
{S°/fl).
D. Liguidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Cont�•act Documents, the sum per day specified in th� Agreement, will be
deducted from the rnonies due the Contractor, not as a penalty, but as liquidated damages suffered
by the City.
E. Pcayment.• Contractor wil l be paid pursuant to the �•equiremer�ts o£ this Article l4 and payment
will become due in accordance with ihe Contract Dacuments.
F. Redisction in Paymenl:•
1. City may refuse to make payment of the amount reguested becaUse:
a. Liens have been filed in connection with the Wor[c, except where Conh-actor has
delivered a specific bond satisfactory to City to secure the satisfactian and discharge of
such Liens;
b. there a�-e other items entitling City to a set-off against the amount recommended; or
c. City has actual knowfedge of the occu�-►-ence of any of the events enumerated in
Faragraphs 14.02.B.4.a thro�xgh 14.Q2.B.4.e or Paragraph I5.02.A.
2. if City reFuses to make �ayt�-ient of the amount rec�uested, City will give Contractor written
notice stating the reasons for such action and pay Contracta�- any amount remaining aftee
d�ductian of the amount so witlaheId. Ciry shall pay Contractor the amount so withneld, or any
adjustment thereta agreed to by City and Contractor, when Contractor remedies the reasons
for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that iitle to all Work, materials, and equipment covered by any
ApplicaCion for Payment, whether incorpat•ated in the Project or not, �,r�ilf pass to City no Iater than the
titne of payment free and clear oiall Liens.
C�TY OF FORT WORTH West 7th Strecl improvemenls
S"fANi]AR�CONSTIiUC1[ON SYI:CIFICATTON i)OCi3PvfENTS City ProjectT�lo. 101555
Revision Mzuch y, 2020
00 72 00 - 1
GENERAL CONDITIONS
Page 55 of 63
14.04 Pa�tial Utilizalion
A. Prior to FinaI Acceptance of all the WQrlc, City may use or occupy any snbstantially completed
pai�t of the Work which has specifically b�en identified in the Contract Documents, or which Ciry,
detei•mines constitutes a separately functioning and usable part of the Work that can be used
by City for its i�tended pu�ose without significant interference with Contractor's performance of
the remainder of the Work. Caty at any time may notify Contractor in writing to permit City to use
or occupy any such part of the Work whicl� Ciry determines to be ready for its intended use, subject
to the following conditions:
1. Contr•actor at any time may notify City in wriiing that Contractor con,siders any such part of
the Work j•eady Far its intended use.
2. Within a reasonable time xfter notification as enumerated in Paragraph 14.OS.A.1, City and
Contractor sha�l tnake an inspection of that part of the Woi-k to determine its status of
completion. If City does not consider that part of the Work to be substantialIy complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Uti[ization will not constitute Final Acceptance by City.
14.05 Ffnallnspectaon
A. Upon written notice from Contractor that the entire Work is connpleie in accordance with the
Contract Documents:
1. within ] 0 days, City will schedule a Final Inspection with Contractor.
2. City r�vill notify Contractor in writing of all particulars in which this inspection reveals that
the Work is i�complete or defective. Contractor shall immediately take such measures as are
necessary to complete such Worlc or remedy such deficiencies.
B. No tir�-ie charge wili be made agairist the Contractar between said date af notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing ofthe reasons and Contract Time will resume.
14.06 �'inal Acceptance
Upon compietion by Contractor fo City's satisfaction, of any additional Work ider�tified in the Final
Inspection, City will issue to Contractor a leiter of Final Acceptance.
CI7'Y OF FORT WORTH West 7th SEreet Improvements
STANDARDCOMSTRUCT�ON SPGCIFECATiO%T DOCUII�EEN'CS City ProjectNo_ 10[555
Revision: March9,2020
oo�zoo-i
GENERAL CONDITlONS
Pagc 56 oCb3
14.07 Final Payment
A. Appllcation fi��^ Pcryment:
l. Upon Final Acceptance, and in the opinion of City, Contractor may make an application fot-
�inal payment following the procedure for progress payments in accordance with the
Cant�-act Docurr�ents.
2. The final Application for Payment shalE be accompanied (except as previously deli�ered) by:
a. all documentation cailed for in the Contract Documents, including but not �imited to the
e�idence of insurance required by Paragraph 5.03;
b. consent of the surery, if any, to final payment;
c. a list of alI pending or released Damage Claims against City that Contractor belie�es are
unsettied; and �
d. affidavits of payrnenks and complete and legally effecti�� releases or waivers
(satisfactory to City) of alf Lien rights arising out of or Liens filed in connection with the
Work.
B. Pcryment Becomes Due:
l. After City's acceptance of the Application for Paymenf and accompanying documentation,
requested by Contractor, less pre�ious payments made and any sum City is entitled,
including but not limited ta Iiquidated damages, wiil become due and payable.
2. Ai�er all Damage Claims have been resal�ed:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reparted to Contraetor's
insurance provider for resolution. ,
3. The making of the final pay�ent by the City shall nat relieve th� Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Con�pletion Delayed and Partial Retainage Release
A. If fi�al completion of the Wor�C is significantfy delayed, and if Ciry so confirms, City may, upon
receipt of Contractor's final Applicatian for Paymertt, and withaut terminating the Contract, make
payrr�cnt of the balanee due for that portion of the Work fully completed and accepteci. If the
remaining balance to 6e held by City for Work not fully completed or corrected is less than the
retainage skipulated in Paeagraph 14.02.C, and if bonds have been furnished as required in
Parag�•aph 5.�2, the written consent of the surety to the payment of the balance due for that
CCfY OF POR'f WORTEI West 7th Street Improvements
STANDARD CONSTIZUCTTON SPF.C[PTCATiON T�OCUMP.NTS City Project Na 101555
Revision: Ma�ch9,2020
ao�2an-i
GENERAL GONDkTIpNS
Page 57 of 63
portion of the Wot-k fuily completed and accepted shall be submitted by Contracto�• to City with
the Application for such payment. Such payment s�all be made under the ter-ms and conditions
governing f nal payment, except that it shail not constitute a waiver of Contract Claims.
B. Partial Retaincrge Release. For a Contraet that provicies for a separate vegetative establisl�ment
and maintenance, and test and performance periods following the completion of all other
consh-uction in the Contract Documents for all Work locations, the City may release a poi-tion of
the amount retained provided that all other work is completed as deter�nined by the City. Before
the release, alI submittals and itnal quantities must be completed and accepted for all other work.
An amount sufficient to ensure Cont�-act compliance will be retained.
t 4.09 Waaver of Claims
The acceptance af final payment will constitute a release of the City frorr� all �laims or liabilities
under the Contract for anything done or furnished or re(ating to the work undet• the Contract
Documents or any act or neglecf of City related to or connected with the Contract.
ARTICLE 15 -- SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any timc and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall
resume the Work on the date so fixed. During temporary suspension of the Work covered by these
Contract Documents, far any reason, the City wilI make no extra payment for stand-by time of
construction equipment and/or construction crews.
B. Should the Contractor not be able to conaplete a portion of the Project d�ae to causes beyond the
contro[ of and withaut the fault or negligence of the Coniractor, and should it be determined by
mu#ual eonsent of the Contractor and City that a solution to aliow construction to proceed is not
available within a reasonable period of time, Contractor may request an exiension in Contract
Tirne, directly attributable to any such suspension.
C. If it shauld beconae necessary to suspend the Work for an indeiinite period, the Contractar shall
store a11 materials in such a manner that they will not obstrUct or impede the public unnecessarily
nor 6ecome damaged in ariy way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shail provide suitable drainage about the woz•k, and ecect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment aff the job and returning the
necessary ec�uipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. ReimbUrsement may not be allowed ifthe equipment is
moved io another construction project for the City.
CITY OF FORT WOR7'H West 7lh Street Improvemenls
ST/�NDAKDCOirTSTRiJC'I'ION SPECITiCA'CION DOCUMEN'CS City ProjectNo. 1Ot555
Revisian: March9, 2020
007200-1
GENERAL CONDITfONS
Page 58 nf 63
15.02 Cily May Terrrainate fpr Cause
A. The occurrence of any ane or more ofthe following events by way ofexampfe, but not of limitation,
may justify termination for cause:
Contractor's persistent failure to �erform the Wor�C in accordance with the Contract Documents
{incEuding, but not limit�d to, failure to supply sufficient skilied workers or suitable materials
or equipment, failur� to adhere to the Project Schedule established under Paragraph 2.07 as
adjusted from time to tirne pursuant to Paragraph 6.04, or failur� to adhere to the City's
Business Diversity Ente�-prise Ordinance #20024-12-2011established under Paeagrapi�
6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body ha�ing jurisdiction;
3. Contractor's repeated disrega��d of the authority of City; or
4. Contractor's viaiation in any substantial way of any �rovisions of the Confract DocumenEs;
or
Contractor's failure to pt•omptly make good any defect in materials or workmansl�ip, or
defects of any nature, the correctior� af which l�as been directed in writing by the City; or
6. Substantial indication that the Cantractor has made an unauthorized assignment of the
Contract or any fi�nds due thereFrom for the benefit o� any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become �nsol�ent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the Ciiy.
�3. If one or more of the events identified in Para�t•aph 15.02A. occur, City will provide written notice
to Conteactor and Surety to arirange a conference with Contractor and Surety to address
Contractor's failure to perfarm the Wor[�. Conference shall be held not later than IS days, after
receipt of notiee.
If the City, the Cantt•actor, and the Su�•ety do not agree to allow the Contractor to proceed ta
perform the construction Contract; the City may, to the exient pennitted by La�vs and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
camplete the Contract. Contractor default si�all not be declared earlier than 20 days ai�er the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work,
2. �f Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If �ur•ety does not commence performance thereaf within 15 consecutive calendar days
after date of an additional written notice demanding Surety's performance of its
CITY OF FQRT WOR"I"H Weat 7th Strect [mprp�cments
STANDARDCONSTetUCTl01� SPECTPICAT[ON DOCUM�t�ITS Cfly PrajeckNo. ]01555
Revision: Merzh4,2020
oonoo-i
GENERAL CONDITIDNS
Page 59 of 63
obligations, then City, �uvithout process or action at law, may take over any portion of the
Work and co�nplete it as described below.
a. If City completes the Work, City tt�ay exclude Contractor and Surety from the site and
take possession of the Work, and ail maierials and equipment incorporated i�ta the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
fur�her payznent until the Work is finished. Ifthe unpaid balance ofthe Contract Price exceeds
all claims, costs, losses and damages sustained by City arising out of or resulting from
completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and
damages exceed such unpaid balance, Contractor shall pay ihe difference to City. S�ach claims,
costs, losses and damages incurred by City will be incorporatec� in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shall not be required to
obtain the lowest price for the Work perfoj•med.
4. Neither City, nor any of its cespective consultants, agents, officers, directors or employees
shaIl be in any way �iabje or accountable to Contractor or Surety for the method by w�ich the
completion afthe said Work, or any portinn thereof, may be acco�nplished or for the price paid
#herefor. '
5. City, notwithstanding the method used in completing the Contract, shall not forfeii the right
to recover damages fi-om Contractor• or Surery for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Coniractor's and Surety's responsibilities as
provided for in the bond rec{uirements of the Contract Docutnents or any special �uatantees
provided for under the Contract Documents or any other• o6ligations othervwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractar's se�vices will not be terminated if Contractor
begins within seven days of receipt of notic� of intent to terminate to correct its failure to perform
and proceeds diligently to cure.such failure within no more than 30 days of receipt of said notice.
D. Where Contractor's services have been so te�•minated by City, the termination will not affect any
rights or r-emedies of City against Contractor then existing or which may thereafter accrue. Any
i•etention or payrr�ent of moneys due Contractor by City will nat release Contractoi• fi•om liability.
E. Tf and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph SA2, the termination procedures of that bond shall not supersede the provisions of this
Elrticle.
GITY OF FORT WORTII West 7th Slreci improvemenls
STAT�TDARl7CON5'1'RUCTTOIV SPECIFICATION DOCUMENTS City�rajeclNo. 101555
Revision_ Ma�h 9, 2020
oa�zao-i
GENERAL CONDETIONS
Pagc 50 of 63
15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any terrninatior� shall be effected by mailing a notice of the termination to the Contractor
specifyzng the extent to which performance of Work �nder the contract is terminated, and the date
upan wh�ch such termination becames effective. Receipt of the notice shall be deemed
conclusiv�ly presumed and established when the letter is placed in the Unitecf States Postal Service
Maif by the City. Further, it shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; anc� no proof in any claim, demand or suit
shall be required of the Ciiy r�gardinb such discretionary action.
B. After receipt oi a notice of termination, and except as otherwise directed by th� City, the
Contractor shall:
1. Stop work under the Cantract on the date and to the extent specified in the notice oti termir�ation;
2. place no further orders or subcor�tracts for materials, services or facilities except as may be
necessary for completion of such portion of the Wo�-k under the Cont��act as Es not terminatecl;
3. terminate al l orders and subcontracts to the extent that they relate to the perforrr�ance of the
Work terminated by notice of termination;
4. trans%r title to the City and deliver in the manner, at the times, and to the exient, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, campleted Wor[c, supplies and
other material produced as a part of; or acquired in connection with the performance of,
the Work terminated by the natice of the tertnination; and
b. the completed, or partially cornpl�ted plans, drawings, infarmation and other property
which, if the Contract had been completed, wou[d have been required to �e. furnis�ed to
the City.
5. complete performance of such VLTor•k as shall not have been termie�ated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the p�•operty refated to its contr•act which is in the possession ot the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice nf termination,
the Contractor may su6mit to the City a list, certified as to quantity and quality, of any or all items
of terminaiion inventory not pt•eviously disposed of, exciusive of items th� disposition of which
has been directed or authorizec! by City.
CTTY OF EORT WORTH West 7th Sirccl Tmprovements
S'fAI�E7A]ti)CONS'1RiICT[OW SYGCIFICATION DOCUMENCS Ciry ProjeclNo. 101555
IZevision Ma�h9,2(}2p
00 7z oo - i
GENERAL CONdITIdNS
Page G 1 of 63
D. Not later than i S days thereafter, the City shall accept title to such items provided, that the list
subrx�itted shali be subject to verification by the City upon removal of the items or, if the items are
stored, rvithin �45 days fi-om the date oi submission of the list, and any necessary adjustments to
correct the list as submitted, shalt be made prior to final settlement.
E. Not later t�an 60 days after the notice of termination, the Contractor shafl submit his termination
claim ta the City in the form and with the cet�tification presct-ibed by the City. Unless an exte�sion
is made in writing within such 60 day period by the Contractor, and granted by the City, any and
all such clairr�s shall be conclusively deemed waived.
I'. In such case, Contractot- shall be paid for (without duplication of any items):
1. completed and acceptable Work executed ir� accoz•dance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained priar to the effective date of termination in performing services and
fur�ishing labor, materials, or eyuipment as required by the Contract Documents in co�nection
with uncompleted Worlc, plus faii� and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount ta be paid
to the Contractor by reason of the tet-mination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due ta the Contractar by reason of the termination
and shall pay to the Contractor the amounts dete�-mined. Contractor shall not be paid on accoun�
of loss of anticipated profits or revenue or other economic Ioss arising out of or resulting from
such termination.
ARTICLE 15 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Coniract Claim submitted for a decision
under Pat•agraph lO.Ob before such decision becomes final and binding. The request for mediation
shall be submitted to the other party to the Contract. Timely submission of the request shaiI stay
the effect oi Paragt-aph 10.06.E.
B. City and Contractor shall pa�-ticipate in the mediation process in good faith. The process shall be
commenced within 60 days of fi[ing of the reyuest.
C. If the Contract Claim is nat resolved by mediation, City's action under Paragraph 10.06.0 or a
der�ial pursuant to Paragraphs 10.06.C.3 or 10.Q6.D shali become final and bind�ng 30 days after
tertnination ofthe mediation unless, within that time period, City or Contractor:
CTTY OF PORT WOATN West 7th Slreel Improvements
STANDARD CONSTRUCT[ON SPECEF[CATION DOCUMEN7�S .Ciry ProjectNo. 101555
Revision: Man:h9,2020
00 �2 00 - i
G�NERAL CONDITlONS
Pagc b 2 of 63
l. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a colirt of
competent�urisdiction.
ARTICLE li — MISCELLANEOUS
17.01 Giving Notice
A. Whene�er any provision of the Contract Documents requires the giving of written notice, it wiIl
be deemed to have been valid[y given if:
1. delivered in person to the indi�idual or to a me�nber of the firm or to an officer of th�
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mai�, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in wr-iting to the other party.
C. Whenever the Contract Documents specifies giving notice 6y electronic mear�s sucH elecfronic
notice shalI be deemed sufftcient upon conftrmatian of receipt by the receiving party.
17.42 Computution of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If th� last day of any such perioc� falfs.on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shal� become the last day
of the period.
17.03 Cumulative 12errtedies
The duties and obligations itnposed by these GeneraI Conditions and Ehe ri�;hts anc! remedies available
hereunder ta the parties hereto are in addition to, and are nat ta be canstrued in any way as a limitation
of, any rights and remedies availabfe to any or aIl of them which are otherwise irr�posed or a�ailable
by Laws ar Regulations, by special wa�-�•anty ar guarantee, o�� �y other�provisions of ihe Contract
�ocuments. The provisions of this Paragraph wilI be as effective as if repeated speci�ically in the
Contract Documents in connection with each particuiar duty, obligation, right, and t•emeciy ta whic�
they apply.
C[TY OF FORT WORTii West 7[h Street linpruvements
S'1'ANi3AR[) C[]NS7T{UC`f[ON SPECIPICA'CION 1)OCUMENTS City Prajcct No_ 101555
Kcvision M�uc;h 9, 20�0
007200-E
GENERAL CONDITIONS
Page 43 of 63
17.U4 Survival of �Obligations
All representations, inderr�nifications, warranties, and guanantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documenis, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination ofthe services of Contractar.
17.05 Headings
Article and paragraph headings a�-e inserted for convenience only and do not constitute pa�ts of these
General Conditions.
West 7th Strecl Tmprqvements
CITY OF FOR'f WORTii City Project No. 101555
5'I'AN�ARD CONS'fCiUCTION SP�CTPiCAT[ON DOCUMEIVTS
Aevisi�rc Mareh 9, 2020
00 73 ao
SUPPLI:IVTENTARY CONDTTIONS
Page i of 6
s�cTioN oo �r3 ao
SUPPLEMENTARY CONDiTjONS
TO
GENERAL CONDITIONS
Svpplementary Conditiuns
These Supplementaiy Conditfons modify and supplcment Section 00 72 00 - General Conditions, a�1d other
provisions of thc Contract I�ocuments as indicatcd belo��. All provisions of the Genera! Conditions that are
tnoditied or supplemented remain in full force and eFfect as so modified ar su�plemcnled. All provisions
ol-khe GeneraE CondiCions which ac'e nat so modified or supplemcnted remain in fWl force and effect.
Defined Terms
The terms used in thcse 5upplcmentary Conditions which are defincd in the Cieneral Conditions havc the
meaning assigned to them in the Gene�•al Condtions, unless specitical�y noted herein_
ModiTications and 5upplements
The following are inst�•uctions that modify or supplement specilic paragra�hs in the General Conditions a�id
other Conkracl Documenls.
SC-3.D3S.2, "Resolving Discrepancies"
Plans gove��n ovcr Specifications.
SC-4.01 A
L,asement limits shown un the Drawing are approximate and were provided to establish a basis for bidding_
Upon receiving the final easemcnls descriptions, Contraclor shall compare thcm to the lines shown on ihe
Contract Drawings.
SC-9.01A.1., "Availability of Lands" �
The following is a list oflcnown outstanding right-of �vay, and/or easements to 6e acc{uircd, il�any as of
Seplenlber 24, 2020.
Outstanding Right-Of-Way, and/or Easements to Be Acquired
YARCL;L O WNER
NUMBL'R
Fnr1 Worth 8r Western RR Ca
TARGI;T i)ATE
OF POSSESSIOi�i
March 1, 2021
'I'he Contractor understands and agrecs that thc dates listed above are cstimates only, are not guarantecd,
and do not bind the Cily.
lf Contractar considcrs the final easemenCs �rovide� to differ materially from the representations on the
Coratr�ct Drat�ings, ConCeactor shall within tive (5} Business Days and bcfore proceeding with the Wor[c,
notify City in writing associated wiEh ihe ditfering easemenl line locations.
SC-4.U1A.Z, "Avaiiability of Lands"
Utilities or obstrucEions t[s be removed, adjusted, andlor relocated
CITY OF FdRT WORTH
STA�TDARD CONSTRUCT[ON SPECiPICA7'IOiV DOCUMENTS
Revlsed ivlarch 9, 202fl
Wcsf 7th Street Improvements
CiEy Project No. 1Q1,555
Q0 73 UO
SUPAI.L;MENTARY CDNDITiONS
Yage 2 nf 5
The following is list of utilities and/or obstructions lhat have nof been reenoved, adjasted, and/or retocated
as. of 3eplernber 2�1, 2020. �
F,XPECTF.I] UTILITY AND LOCA'I'fON 't'ARC�F,T DATE Ok� �
OWI*IER AD7[JSTIVIEAIT
ONCOR Oie�head Electrrc Pale�ad Fbi�IVR Mcri•ch 1, 202/
The Cont�-acior understands and agrees that the dales listed above are estimates only, are not guarantecd,
and do not bind the Ci�y,
SC-4.02A., "Subsurface and Physical Conditions"
Thc following a�•e reports ot�exp�orations and tests of subsurface conditions at the site of the Work:
NONE
SC-4.06A., °�Hazardaus Environmental Conditia�s at Site"
1'he folEowing arc re}�nrls and drawings of existing harardous environmenta] conditions known to the City:
NONF,
SC-5.03A,, °°Certificates of Insurance"
"The entities listed helow arc "additiona[ insureds as their interesl may appear" inc�uding their respeclive
officers, directors, agcnts and cmployees.
��� �'+ty
(2) Cansultant: IfI)R Lngineer•ing IiVC.
(3) Qthes•: Forth iYarih c�r Western I�ailf�oud
SC-5.04A., "Cantractor's Insurance"
The li3nits of liahility for the insurance rec�uircd by Paragraph GC-5.04 shall provide the ['olfowing
coverages tor not less ihan the lollowing amounts or greater whcre rec�uircd F�y laws and regulations:
5.04A. Workers' Compensalion, under Paragraph (iG5.04A.
Srca(uiory Iimits
Er�apdoyer•'s liabilily
$.l, 000, 000 each accidend/occurre�sce
� l, fJ00, 000 I�asease - each employee
$1, nno, 000 I)iseas•e - policy limit
SC-5.04B., `°Contractor's Insura�ce"
SA4S. Commercial Gcneral I.iability, undcr f'aragraph GG5.44B. Contractor's Liabi[ily lnsurance
unc�er Paragraph GG5.04B., wliich sha�l be on a per project basis covering the Contractor with
rninimum fimits c�l':
$ l, or�o, nan each accurre�2ce
,�2,UC)0.(100 aggs•egale limet
C[TY OF FORT WORTI[ West 7th Slreet Improvcments
5TANDARD CONSTR[1CTTON SPEC[PICATION T)OClJMEIV"['S City Project No. I 0 f 555
Revised March 9, 2020
00 73 00
SUPPLEMENTARY CONDI`PTONS
Pagc 3 of 6
The policy must have an endorsement (Amendment— Aggregate Limits of insurancc) making the
General Aggregate Limits apply separate[y io each job site.
The Co►nmercial General Liability Insurance policics shall provide "X", "C", and "LJ" coverage's.
Verification of such coverage must be shown in thc Rcmarks Ariicle ot-the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile I.iability, under Paragraph GGS.O�IC. Contracior's I.iability Insurance under
Pa�•agraph [iC-5.04C., ��hich shall be in an amount not less than the folEowing amaunts:
{1} Automo6ile Liability - a commercial business policy shaEl provide coverage on "Any Avto",
def ncd as autos owned, hired and non-o�vned.
$I,000,00� each accidcnt on a combined single ]imit basis. Split limits are accc�table if EimiCs are at
least: '
$?50, 000 Bodily Injury per per•son /
�SU(1, 000 Bodily I� jarry per accidend /
9'f�ii�,0�� PYppeYlyU(�nlage
SC-5.04D., "Contractor's Insurance"
�'he Contractor's construclian activities will requic•e its employccs, agenfs, subcontractors, equipment, and
maferial deliveries to cross railroad properties and tracks o~vned and operated 8y Fort Wa•th c4r Weslerrr
Railraacl.
The Contractor sha11 conduct its operations on railroad properties in such a manncr as not to interfere with,
hinder, or obslruct the rai[road company in any manner whatsaever in the use or operation of itsllheir trains
or other property. Such operations on railroad properties may require that Contractor to execute a"Right of'
Enhy Agrecmcnt" with the particuiar railroad company or cotnpanies involved, and to this end thc
Contractor should satisfy itself as to �he requiretnents ol'each railroad company and 6c prepared lo execute
the �•ight-af-entry (if'any) required by a raileoad company. '1'he requieerreents specified he�•ein likewisc rclatc
to the Contractor's use oF priva[e and/or const�uction acccss roads crassing suid railroad company's
propeeties.
7'he Contrucival Liability covcrage required by Paragraph 5.414D of the Cicncral CondiLions shall provide
covcrage ior not less than the following amounts, issued by companies satisfactory to ihe City and to the
Railroad Company for a term that continues for so [ong as the Contractor's aperations and woc-k cross,
occupy, ar touch railroad property:
(l} General Aggregate:
(2) Each Occurrence:
$ l. 000. �00
$2, DOD, 000
X Reyuirerl for• this Contracl _ No! reguired f'ar this Contracl
<Prni�ide an `X" next io the capproprrade seleciion rr6ove 6ased on Ihe Contracf reqarir•emenls�
With respect to the ahove outlined insurance requirements, the following shal! govern:
], Where a single railroad company is involved, thc Contractor shall provide one insurance policy in
the name of the raiiroad compar�y. �Iowever, if more than one �rade separation or at-gradc
crossing is affected by the Project ai entirely separate locations on ihe line or lines of the same
eailroad company, separatc coverage may be required, each in thc amount staled above.
CITY O� FORT WOR"fH West 7th Streel Impruvemenls
STANDAKI) CONSTRi7CT10N SPECIFICAT[ON DOCUMEi�TTS City Project No. ]0[SSS
Revised M�rch 9, 2020
00 73 OQ
SUPPT.P,ML,I+ITARY CONDIT[ONS
Page 4 of 6
2. Where more than onc railroad company is operating on the same right-of=way or where scvcral
railraad companies are involved and operated on their own separate rights-of way, the Concractor
may be required lo pc-ovide scparatc insurance policies in fhe namc of each railroad company,
3. If, in addition to a gc•ade separ�tion or an at-grade crossing, other 4vork or activity is p�•oposed on a
railroad campany's righl-ot�-way at a Eocation entire6y separatc from the grade separation o�� at-
grade crossing, insurance coveragc for this work mttst be included in the policy co�erin� the grade
separation.
4. If no grade separatiori is invol�ed but other work is propased on a railroad campany's right-oC
way, all such othet� work may 6e covcred in a single policy ['or that railroad, even though the work
may be at lwo ot more scparate locations.
No wo�•k ot� activi�€es on a railroad company's propes�ly La be performed by the Contrac�oi- shall bc
commenced unlil 4he Contractor has fw-nished the City with an original policy nr policies of the insurance
for each rail��u�d company namcd, as required above. All such insurance must be approved by thc City and
each aI�[ected Railroad Company prior to lhe Contractor's beginning w�ek.
"E'he insurance speci€ied above must be carried unti] all Work to bc performed on the t-ailroad right-of-way
has beeri complctcd and the grade ci•ossing, it'any, is no longer used by the Cuntractor. In addition,
insurance musi bc carried during all mainlenance and/or repair woi•k performed in the railroad right-of-way.
Such insueance rrEust name the railroad company as the insured, togcthee with any tenant oc- iessee of the
railroad cc�mpany operating over traeks involved in the Projcet.
SC-6.�4., "Project Scliedule"
Project schedule shall be tier � for thc project.
SG6.U7., "Wage Rates"'
The fotlowing is thc prevailing wage rate lable{s) applicable to this projecl ahc� is providcd in the
A�pendixes:
Neav�� and Nighivav Cnns(j�uction Pro'e1 cfs (Horizonlul Gyage Rale_Tahle)
A copy qf lhe table is also, avai�able hy accessing the City's �vebsite at:
ht#ps://au�s.fartworthtexas.�ov/ProiectResoarces/
You can access the file by foltowing the directory path:
02-Constructian Documents/Specifications/Di�00 — Genera! Conditions
SC-5.09., "Permits and LTtilities"
SC-6.09A., "Contraetor obtained peemits and licenses"
"1'hc follnwin� are knawn permits and/or licenses reyuired by th� Contract tn be acquired by the Contractoi•:
1. SWPPP - TCF,Q/"I'PDES Ue�zera! Permit TXRI5�000
SC-6.49B. "City obtained permits and licenses"
The f�rl{owing arc known permits and/oa- licenscs rcquired hy the ConUacl lo be acquircd by the City:
2. 1'ort Yfforth & YT�esler•i� Rcailr•oad
SG6.09C. "Outstanding permits and licenses"
CI'CY pP POitT WOR7'H West 7th Street impruvcments
STA7�FTJAALI CONS`fRUCTION SPECTF[CATiON DOCUMENTS Cily Project No. l O1555
Rc�iscd March 9. 2020
ao �3 00
5[IPPLEMENTARY CdIV�CI'IONS
Pagc 5 of 6
Thc tollowing is a lisl at�kno��n ouLstanding permits and/or licenses to be acqvircd, iFany as ofSepdens6er
24,; 202U.
Outstanding Permits and/or Licenses to Be Acq�ired
OWNER YF,R[vliT OR I.ICENSE AND LOCATION TARGET DATF..
OF POSSLSSION
F'ort �orllz c� bVester•n Rcrilroad �'�WTVI� arrtlWest 7th Crossing March 1, 20�1
SC-6.24B., "Title Vi, Civil Rights Act af 1964 as arnended"
During the performancc of this Contract, the Contractor, tor itself, its assignees and successors in inteeest
(hereinaftet- referred to as the "Contractar") agrees as follows:
1. Compliance with RegulaEions: '1'he Contractor shall comply with the Izegulation relalive to
nondiscrimination in Federally-assisled p�'ograms of the ]�epartmcnt of Transpartation (hereinatier,
"DOT") '1'it[e 49, Code of Federal Acgulaiions, Pat-t 21, as they may be amended fi�om time lo time,
(hereinattcr referred to as the iZegulations), which are hcrein incorporated by reference and made a part
nf this contract.
2. Nondiscriminatio�: Thc Conlractor, with regard to the work performed by iti during thc contract, shall
not discriminate on the grounds of racc, color, ar national origin, in the selectian and retcntion of
subcontraciors, including procurements of materials and ]cases oFequipmcnt. The Contractor shakl noi
pariicipate either directly or indirectly in the discrimination prohibited by 44 CFR, section 2 LS of the
Regulatinns, including employment practices when the contract cove�•s a program set fo�•th in
Appendix B of the Regulations.
3. Solicitations for Subcantractors, Including Procurernents of Materials and EquipEne�t: In all
solicitations either by competitivc bidding or negotiaCion made by the contractor for work to be
performed ur�der a subcontract, including procurcments af materials or leases of cquiprnent, each
potential subcontactoe or supplier shall be notified by the Contractor oFthe Contractor's obligations
under this contract and the Regulations relative to nondiscrimination on the grounds of race, colar, or
national origin.
4. inFnrmation and Reports: The Contractor shall �rovide all information and reports required [�y thc
Regulations or directives issued pursuant thcrelo, and shall pettnit access to its books, records,
accounts, other som�ces of information and its facilities as may be determincd by City or thc Texas
Deparlment of 1'ransportation io be pe�-tincnt to ascertain coenpliance with such IZegulations, orders
and instructions. Where any informatiarr required of a cont�•acior is in the exclusi�e possession ol�
another who fails or reiuses to furnish this informa[ion the contractor shall so cerlify to the City, or the
Texas Depa3-tment of'�'ransportation, as appropriate, and shall sct forth what efforts it has �nadc to
obiain the info�-mation. �
5. Sanctions Tvr Noncompliance: In the event of the Contractnr's noncompliance with lhe
nondiscrimination prt�visions ot'this Contract, City shall impose such contracC sanctions as il o�- the
"1'exas ]�epartment of Transporlation may determine to bc appropriate, including, but not limiled to:
a.
�
withhnEding of payments to the Contractor under lhe Contract unli I the Contractor
complies, andlor .
cancellation, termination or suspension o1 the Contract, in whole or in part,
�. Ineorpnration of Provisions: 'i'he Contractor shall inciude thc provisions of paragraphs {1) through
(6) in every subcontracl, including procurements oPmateeials and leases of equipment, unless cxempt
CITY OF FORT WORTFI West 7th S[reet [mprovements
5`1'ANDAR�) CONS7'RUCTION SPEC[rICATIOIV DOCUMrNTS City Project No. 101555
Revised 1Viarch 9, 2020
00 �3 ao
SiIPPi.]:MENTARY CONDITIOTQS
Pagc 6 of 6
6y the kegulations, or dircctives issucd pursuanC thcreto. The Contractor staall take such action with
respect to any subcontract or peocuremcnt as Ci�y or the Texas Dcpartment of'1'ranspurLation may
direct as a mcans of enforcing such provisions including sanclions fo3• non-compliance: Provided,
howevee, that, in the evcnt a cnnlractor becomes invotved En, or is threatened with, liligation with a
subcontractor or supplier as a resuli oF such direction, the cantractar may requcst City lo enter into
such litigation to protect the intcrests of' City, and, in additio�l, the contractar may request the [Jnited
Siates to enter into such litigation to protect the inLerests of the United States.
Additional Title VI requirements can he found in the Ap�endix.
5C-7.02., ��Coordiflation"
Thc indi�iduals or entities lisicd helory ha�c contracCs with the City for the performance of othcr work at
the Sitc:
Vendor
2I Constrarction LLC
af Work
t Slreet R
Coordination A
CITY
SC-$.fll, "Communications tu Contractor"
NONI:
sc-s.or., `�City's Project Manager"
1'he Cily's Project Managcr foc� Chis Coniract is JT Rulclridge or his/her sztccessof• put�suant to written
notification from the Director of 7ranspnrladion and Puhlic Warks Departrnent.
SC-13_03C., "Tests and Inspections"
NCJNE
SC-16.O1C1, "Methods and Procedares"
NO,'VE
END OF SECTION
� Re�ision �.ag
f7ATE NAME SUMMARY OF CHANG�.
f122/2D96 F. Griffin SC-9.q1„ "City's Project �2apresentative" wording changed to City's Project
Manager.
3/9/2020 D.V. Magana SC-6,07, Updated the link such that files can loe accessed via the City's
website.
CITY OF FORT WOR"fH Wost 7th Street Improvements
S"CANDARU CONS"fRiJCTION SYECIFICAT[ON DOCUMENTS Ciry Project No. I 01555
Revised Tvlarch 9, 2020
OI E100-1
SUMMARY OF WORK
Page l of 3
SECTION O1 11 DO
SUMMARY OF WORK
PART1- GENERAL
11 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Con#ract Documents
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Paymeni
1. Work associated with this Item is cansidered subsidiary to the variaus items bid.
No separate payment wiIl be allowed for this Item.
1.3 REFERENCES �NOT USED]
1.4 ADMINISTRATIVE R�QUIREMENTS
A. Work Covered by Contract Documents
l. Work is to include furnishing ali labor, materials, and equipment, and performing
all Work necessary for tkais construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Wark
I. Any and a11 Work specifically goveri�ed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item sha11
be considered as a subsidiary item of Wark, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
L Caordinate uses of prerrzises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stared on the Site.
Use and accupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, ar as may be specifically authorized in writing by t�e City.
a. A reasonable amount of tools, mater�als, and equipment for construction
purposes may be stored in such spac�, but no more than is necessary to avoid
delay in tne construction operations.
CffY OF FOR'i' WORTH West 7th Strect Improvcments
$TAAIBARD CDNSTRUGTION SPECIFICATION llOCUMENTS City Prpjcct No. E01555
Revised December 20, 2012
o� t� oo-z
SUMMARY OF WORK
Pagc 2 of 3
b. Excavated ancE waste materials shail be stored in such a way as not to interfere
with the use of spaces that may be designated to be ]eft free and unobstructed
and so as not to inconvenience occupants of adjacent property,
c. If the street is occupied by railroad tracks, the Work shal] be carried on in such
manner as not to interFere with the operation of the railroad.
1) Al[ Work shall be in accordance with railroad requirements set forth in
Di�ision 0 as well as the railroad permit.
D. Work within Easements
l. Do not enter upon private property for any purpose without ha�ing previously
obtained per�nission from the owner of sucia property.
2. Do not stare equipment or ma�erial on private property unless and until the
specified appraval of the property owner has been secured in writin� by the
Contractor and a copy furnished to the City.
3. Unless specifically providec! otNerwise, clear all rights-of-way or easements of
obstructions w3�ich must be removed to rrtake possible proper prosecution of the
Work as a part of the project construction operations.
4. Freserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing and all other types of structures ar improvements,
to all water, sewer, and gas tines, to aI[ conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to al�
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public ar private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the 6eginning of the
Work.
b. Notices shall be applicable to both public and private utility compan�es and any
corporation, company, individual, or other, eifher as owners ar occupants,
whose Iand or interest in land might 6e affected by the Work.
c. Be responsible for all damage or inj ury to property of any character resulting
from any act, omission, neglect, or rr�isconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
Fence
a. Restore all fences encountered and remov�d during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the W ork is
not in pragress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, incfuding removai, te�nporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the pgoposal.
Cl"CY OF FOK'1' WQRTH Wcst 7th Strcct Improvcmcnts
STAI�FDARD CONS1 RUCT[ON 51'�,C3FICATCON DOCUM�NT'S City Projcct No. 101555
Aevised December 20, 2Q l2
O] I100 3
SUMMARY OF WORK
1'agc 3 of 3
1.5 SUBMITTALS �N�T USED�
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED�
l.i CLOSEOUT SUBM[TTALS �N4T USED�
1.8 MAINTENANCE MATERIAL SUBMI'�'TALS �NOT USED]
1.9 QUALITY ASSURANCE [NOT USEDJ
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDJ
l.l l FIELD �SITEj CON'DITIONS [NOT USED]
1.i2 WARRANTY [NOT USEDJ
PART � - PRODUCTS jNOT USED]
PART 3 - EXCCUTI�N [NOT USED]
END OF SECT14N
Rcvision Log
DATF. NAME SUMMARY OF CHANGE
CITY OF �OAT WORTH Wcst 7th Strcet Impro�cmcnts
5'E'ANDARD CONSTRUCTION S�FCIF[CATION DOCOMCNTS Ciry Projeck No. IOl5S5
Kevised December 20, 2012
O1250fl-I
SLfBS'l�[TiITION PROC�DUR�S
Pagc 1 of4
SECTION Ol 25 00
SUBST[TUTION i'ROCEDURES
PART1- GENERAL
i.l SUMMARY
A. Section Includes:
The procedure for requesting the approval of substitution of a product that is nat
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are noL "or-equals".
B. Deviations from this City of �'ort Worth Standard Specification
1. None.
G. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Meas.urement and Payment
1. Work associated with this Item is cansidered subsidiary to the various iterrzs bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES �NOT USED�
1.4 ADMINISTRA.TIV� REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are c�escribed in Specifications by
means of references to names of man�facturers and vendors, trade narnes, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade na��nes, or catalog numbers, provided said products are "ar-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions: �
a. Or-equals are unavailable due to strike, discontinued production of prod�acts
meeting specified requirements, or other factors beyond control of Contractor;
or,
CCTY O!' �ORT WOE{T�1 Wcst 7th Strcct Impravemcnts
STANDARD CONSTRUCTION SPECIN'1CAT[ON DOCUM�;NTS � Cily Project No. 101555
Revised July ], 2Q] l
o�2sao-z
SUBS'CITUT[OhI �ROCEDUR�S
Page 2 of 4
b. Contractor proposes a cost and/or time red�action incer�tive to the City.
1.5 SUBMITTALS
A. See Rec�uest far Substitut�on Form {attached}
B. Procedure for Requesting Substitution
1. Substitutiort shall be considered only:
a. After award of Contrac#
b. Under the conditions stated herein
Submit 3 copies of each written request for suhstitution, including:
a. Documentation
1) Complete data substantiating compliance of propased substitution with
Contract Documents
2) Data relating ta changes in constz-uction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products �
I} Product identification
a) Manufacturer's nar�e
b) Telephone number and representative contact name
c) Specif�cation Section� or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
praduct in the Contract Documents
2) Manufacturer`s li#erature clearly marked to sho�v campiiance of proposed
product with Contract Documents
3} Iternized corr�parison of original and proposed product acldressing prod�et
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction �
c) Weight
d} Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeabEe concerning proposed product
c) Available feld data and reports associated with proposed product
5) Samples
a) Provide at request of City. �
b} Samples became the property of the City.
c. For construction cnethods:
1) Detail�d description of pro�osed method
2} lllustration drawings
C. Appro�al ar Rejection
1. Wriiien approval or rejection of substitution given by the City
2. City reserves the right ta require proposed product to comply with color and pattern
of speciFied product if necessary to secure design intent.
3. In the event the substitution is approved,,the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
CITY O}� FORT WOR'I H Wcst 7th Strcet Improvcmcnts
S'1'ANDARD COiV5"CCZUCTION SP�;CIF[CAT30�1 DOCl1MENTS City Projcct No. 10[555
Revised July I, 2D3 1
012500-3
SU85TC1'U"fI01�' PROCEDURES
Page 3 of 4
�}. No additional contract time will be given for substituiion.
5. Substitution will be rejected if:
a. Submittai is not Chrough the Contractor with his stamp of approvai
b. Request is not made in accordance with this Specification Sectian
c. In the City's opinion, acceptance wiil require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/1NFORMATIONA�. SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED�
l.8 MAiNTENANCE MATERIAL SUBMITTALS [NOT USEDj .
1.9 QUALITY ASSURANC�
A. In making request for substitution or in using an approved product, the Contractor
represer�ts that the Contractar:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which
it is intended
2. Wil� prqvide same guarantee for substitute item as for product specifaed
3. Will coordinate instailation of accepted substitution into Work, to include building
modiiications if necessary, making such changes as may be required for Wark to be
complete in all respects
�4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED�
1.11 FIELD [SITE� CONDITIONS [NOT USEDj
1.12 WARRANTY [NOT USEDJ
PA1tT 2 - PRODUCTS [NOT USED�
PAIiT 3- EX�CUTION jNOT USEDj
END OF SECTION
Revision Log
DATF. NnML SUMMARY OP' CHANGE
C1TY OF FOR"E' WORTII Wcst 7th Strcct Improvements
STANUARD CO�ISTRUCTION SPTiCIFICA'1'IOt� DOCUMENTS City Project No. 101555
Revised luly !, 2D] 1
D12500-4
SC7➢STI"fUC10N PROCED[JRF.S
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTiTUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTIQN PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for 5ubstitution:
Include complete information on changes to Drawings andlor Specifications which proposed
substitutian will require far its proper installation.
Pil] in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What eifect do�s substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. DiFferences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Eq�af Better (explain on attachment)
The undersigned statEs that the fut�ction, appearance and quality are equivalent or superior ta the
specif ed item.
Submitted By: Far Use by City
S ignature
as noted
Firm
Address
Date
Tel�phone
For Use by City:
Approved
Cify
Recommended Recommended
� Not recommended Received ]ate
�y —
Date '
Remarks
Date
Rejected
CITY OF FORT WOA"ffi West 7th Strect Impro�cments
S"['ANDARD CONST[tUC"iION SPF,CI�'ICATION DOCUMENTS . City Projcct No. 101555
Rcvised July ], 201 1
DI 3l l9 - 3
YRGCONSTRiJC'f[ON MEET[NG
Page l of 3
SECTION 01 3] t9
PAECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting �o be heid prior to the siart af Work to
clarify canstruction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
i . None.
C. Related Speciiicaiion Sections include, but are not necessarily limited ta:
L. Division 0— Bidding Aequirements, Cor�tract Forms and Conditions of ihe Contract
2. Division 1— General Requirements
1.2 PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this [tem is considered subsidiary to the variaus items bid.
Na separate payment will be allowed fQr this Item.
].3 REFERENCES �NOT USED�
1.4 ADMINISTRATIVE REQUIREM�NTS
A. Coordination
1. Attend preconstruction meeting.
2. Repeesentatives oFContractar, subcontractors and suppliers attending meetings
shall be qual ified and au#hor�zed to act on behalf of the entity each re�resents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
�
�
A preconstruction meeting will be heid within 14 days af'ter the execution ofthe
Agreement and �efore Woric is started.
a. Tt�e meeting will be scheduled and administered by the City.
The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies af same to all participants who so request by fully
completing the attendance form to be circulated at the beginning ofth� meeting.
Attendance shall include:
a. 1'rojec� Representati�e
b. Coniractor's project manager
c. Contractor's superintenc�ent
d. Any subconiractor or supplier representatives whom the Co�tractor may desire
to invite ar the City may request
CI'1'Y OP �OKT WOi2TH West 7titi Strcct Improvcrncnts
STANDARU CONSTRUC'I'ION SPECIFICATIOIY DOCUM�NTS City Projccl Na. IOL555
Revised Augusi 17, 2012
Ol 31 19 - 2
E'RECONSTRUCf10N METiTING
1'age 2 of 3
e. Other City representatives •
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction scheduie in accorcfance with Section 01 32 16 and
provide at Freconstruction Meeting.
b. City will notify Contractor of any schedule changes upqn Notice of
Preconstruction Meeiing.
5. Preliminary Ager�da may include:
a. Introduction of Project Personnel
b. General Description of Project .
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's wo��k plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. ProgrEss Payments
i. Extra Work and Change Ordcr Procedures
j. Field Orders
k. Dispasal Sife Letter For Waste Material
1. Insurance Renewals
m. Aayro[1 CertEfication
n. Material Certifcations and QuaEity.Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Constr«ctian Conditions
q. �Weekend Work Notificatian
r. Legal Holidays
s. Trench Safety P[ans
t. Ganfined Spac� Entry Stanc�ards
u. Coordinatian with the City's representative far operations of existing water
systems
v. Storm Water Pollution Pre�ention Plan
w. Coordination with other Contrac#ars
x. Early Warn2ng System .
y. Contrac#or Evaluatiqn
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Su�mittal Procedures
cc. Substitution Prpcedures
dd. Correspondence Routing
ee. Record Drawings
ff. 'Femporary const7-uction facilities
gg.. M/WBC ar MBE/SBE procedures
hh. Fina[ Acceptance
ii. Final Payment
jj. Questions ar Cnmments
CC1Y OF FO{Z"I' WQAT}I . Wcst 7th StrecL impro�ements
STAAIDARIJ CONSTRUCCIOtd $PECIh 1CAT[ON DOCUMEIVTS City i'rajcct No. 101555
Revised August l7, ZO]Z
O1 31 19-3
E'RECONSTRUCTION MEETING
Page 3 oF 3
1.� SUSMITTAI,S [NOT USED�
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED]
1.7 CLOSEOUT SUBMITTALS jNOT USED]
1.8 MA�NTENANC� MATERIAL SUBMITTALS �NOT USEDj
1.9 QUALITY ASSURANCE [NOT USED�
1.10 DELIVERY, STORAGE, AND HANDLINC jNOT USED]
].11 FIELD [SITE] CONDITIONS �N4T USED�
Z.12 WARRANTY [NOT USED�
PART � - PRODUCTS [NOT USED]
PART 3- EXECUTION �NOT USED]
END OF SECTION
Revision Log
D�1TE NAiV1E SUMMARY pF CHANUE
CITY O� PORT WOI2TFI Wcst 7th Strcet improvcments
Sl'ANDAR[]CONS'fRUC"f10N SP�C[FICATION �OCUM�NTS City Projcct t�Ia. ]01555
Revised August 17, 20i2 �
013120-1
PAOJECT MEET[NGS
Page 1 of3
SECTION 01 31 2Q
PROJECT MEETINGS
PART1- CENERAL
1.1 SU117MARY
A. Section Includes:
Provisions for project meetings t�roughout the canstruction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potentiai problems
B. Deviations this City of Fort Worth Standard Specification
� . None.
C. Related Specification Sections include, but are not necessarily liix►ited to:
L Division Q— Biciding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Generai Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES �NOT USED�
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
�. Scnedule, attend and administer as specified, periodic progress meetings, and
specially cafied meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be quali�ed and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. MeeEings, in addition to those specified ir► this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meefing
l. After ti�e execution of the Agreement, but before�construction is allowed ta begin,
attend 1 Public Meeting with affected residents to:
a. Preser�t projected schedule�, including construction start date
b. Answer any construction related q�estions
2. Meeting Lacation
a. Location af ineeting to be determined by the City.
3. Attendees
CITY OF FORT WOR"fH West 7th Slreet lmprovcrtcnts
STANDAItD CONSTRIiCT[ON SPECIFICATION DOCEJMENTS City Projcct Na. ID1555
Rcvised ]uly l, 20i ]
DL 3120-2
PAOJI?CT MEEr[NGS
Page 2 af 3
a. Contractor
b. Project Representative
c. 4ther City representatives
4. Meeting Schedule
a. In general, the neighborhoad meeting will occur within the 2 weeks following
the pre-construction conferencc. � �
b. In no case wil] constructiar� be allawed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representati�e.
2. Additional �rogess meetings to discuss specific topics will be conducted on an as-
needed basis. S�ch addit�ona! meetings shall include, but nat be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordinatior� 6etween other construction projects
d. ResaEution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the nofes of
the meeting and distribute copies of the same to alI pa�ticipants wha so requesi by
fu�ty com�leting the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superEntendent
c. Any subcantractor or suppfier representatives whom the Contracior may desire
to invite or the City may request
d. Engineer's representatives
e. City's representati�es
f. Others, as requested by the Project Representafive
5. Prelinrzinary Agenda may include:
a. Re�iew of Work progress since previous meeting
b. Field obser�ations, pro6lems, conflicts
c. Items wh�ch impede construction schedule
d. Review of off-site fabrication, delivery schecEules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corr�ctive measures and procedures to regain projected schedule
g. Revisions to construction scheduEe
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
t. Pending changes and substitutions �
m. Review proposed changes for:
1) Effect an construction schedule and an completion date
2) Effect on ather contracts of the Praject
n. Review Record Documents
o. Review monthly pay requesi
CITY OF FORT WOR'T H West 7th Strcet Improvemcnts
STANDARD CONS'1RC7CTION SPEC[FICATION DOCUMEN"fS City E'rojcct No. 101555
Cie�fsed July I, 2011
O] 3] 20-3
1'ROJE;CT MF.I:TINGS
Page 3 oF 3
p. Review status of Requests for 3nformation
6. Meeting Schedule
a. Arogress rneeiings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b} Engineer .
c) Contractor
7. Meeting Location '
a. The City wiil establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
1.� SUBMITTALS [NOT USED�
1.6 ACTiON SUBMITTALSIINFORMAT14NAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS jNOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED�
1.9 QUALiTY ASSURANCE �NOT USEDJ
i.i0 DELIVERY, STORACE, AND HANDLING [NOT USED�
l.11 �'YELD �SITE] CONDITIONS [NOT USED]
I.12 WARRANTY [NOT USED]
PART 2- PR�DUCTS jNOT USED'
PART 3 - �X�CUT[ON [NOT USED�
END QF SECTION
Revision Log
DA"1 E NAM� SUMMARY OF CHANGE
CITY OF FORT WORT[ i Wcst 7th Street Improvcmenes
STANDARD CONSTRUCTIQN SP�CI�'iCAT[ON DOCUMC;NTS City Projcct No. 101555
Revised July 1, 2D1 l
013216-1
CONSTRUCTION PROURESS SCHCDULfi
Page l of 5
S�CTION Ol 3� 16
CONSTRUCTION PROGRESS SCHEDULE
PART1- GENERAL
f.1 SUMMARY
A. Section Includes:
1. General requirements %r the preparation, submittai, updating, status reporting and
mar�agement of the Construction Progress Schedule
2. Specific requirements are presented in ihe City af Fort Worth Schedule Guidance
Document �
B. Deviations from this City oi'Fort Worth Standard Specification
i . None.
C. Related Specification Sections include, but are not necessarily limited ta:
I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Coratract
2. Division 1— General Requirerrzents
1.2 PRICE AND PAYMENT PROCEDURCS
A. Measurement and Payment
1. Work associated with this Item is cansidered subsidiary to the various items bic�.
No separate payment will be allowed for this Item.
1.3 REFER�NCES
A. Definitions
L Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tie�- �- No schedule submittal required by contract, but wi.11 require some
milestane dates. SznaII, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and hereEn. Large and/or complex projects with long durations
1} Examples: large water pump station project and associated pipeline with
interconnection to another �overnmental entity
e. Tier 5- 5chedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
duratians, high public visibility
I) Examples might include a water or wastewater treattnent plant
2. Baseline Schedale - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
3. Progress Scheduie - Monthly submittai of a progress schedule documenting
progress on the project and any changes anticipated.
C�TY OP �'ORT WORTH West 7th S[rcct Improvcmcnts
5'1'ANDARD CON51'RUCTIODI SPECIFICATIQN DOCUMCNTS City Projcct No. 101555
Revised luly l, 20l t
O13216-2
CONSTRUCTIOiV PRO{iRE55 SCiIEDULE
Page 2 of 5
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes; expected delays, key schedule issues, critical path items, etc
B. Reference Standards
l. City of Fort Worth Scheduie Guidance Document
l.4 ADMINISTRATIVE AEQUYREMENTS
A. Baseline Schedule
l. General
a. Prepare a cost-loaded baseline Schedule using approved sof�ware and the
Critical Path M�thod (CPM) as required in the City of Fort Wprth Schedule
Guidance Document. •
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding oFthe wark to be performed and knawn issues and constraints
related to the schedute.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
B. Progress Schedule
1. Update the progress Schedule monthly as required in the City of Fort Worth
Schedule Guidance Document.
2. Prepare the Schedu[e Narrative to accompany the monthly progr�ss Schedule.
3. Change Orders
a. Incorporate approved change ard�rs, resulting in a change of contract time, in
the baseiine Schedule in accordance with City of Fart Worth Schedule
Guidance Document.
C. Responsibility far Schedule Compliance
i. Whenever it becomes apparent from the current progress Schedule and CPM St�tus
Repart that delays to the critical path have resul�ed and the Contract completion
date will not be met, or when so directed by the City, make some or all of the
following actions at no additional cost to the City
a. Submit a Recovezy Plan to the City for approval revised baseline Schedule
outlining: �
1) A written statement of the steps intended to takE to remove ar arrest the
delay to the critical pa#h in t�e approved schedule
2) Increase construction nnanpower in such quantities and crafts as wili
substantially eliminate the backlog of work and return current Schedule to
meet projected baseline completion dates
3) Increase the number af working hours per shift, shifts per day, working
days per week, the amount oiconstruction equipment, or any combination
of the foregoing, suffciently to substantially eliminate the backlog of work
4) Reschedule acti�ities to achieve rr��imum practicai concurrency of
accomplishment of acti�ities, and eomply with the revised schedule
2. If no written statement of the steps intended to take is submitted when so requested.
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule {o�ertime, weekend and holiday
work, etc.) io be enr�ploy�d by the Contractor ir� order #a remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be cansidered.
CITY OF FORT WQItTI I West 7th Strcet Improvcmcnts
5'I�AtJDAR� CONSTRUCTION SPF:CIP[CATION DdCUMCNTS City Projcct No. 101 S55
Rcvised July 1, 201 1
01 32 16 - 3
CONS"fRUCTiON PROGlZC;55 SCIIEDULF,
1'age 3 of 5
D. The Contract completian time will be adjusted only far causes specifed in this
Conkract.
a. Requests for an extension of any Contract cflmpletion date must be
supplamented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extensian of time is entitled
under the provisions of this Contract.
a} The City will, after receipt of such justificatian and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determinatian as to the total number of days a!]owed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the e�ension.
a) Such data sha!! be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not afFect any Contract completior� date shown by the critical path in
th� network will not be the basis for a change therein.
2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contraci.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the ContracC schedule or completion
time to be adjusted by the City to reflect the effects ofjob conditions, weather,
technical dif�iculiies; strikes, unavoidable deIays on the part of the City ar its
representatives, at�d other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractar to reschedule the
work ar Contract completion time to reflect the changed canditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Con#ractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. rloat or slack time is defined as the amount of time between the earliest start date
and the latest stari date or between the earliest finish date and the latest fnish date
of a chain of activities on the 8aseline Schedule.
a. E'loat or slack time is not for the exclusive use or benefit of either the
Contractar or the City.
b.. Proceed with wark according to early start daies, and the City shall have the
right to reser�e and apportion float time according to the needs of the project.
CITYOF FORT WORTEI West 7th Street Improvcmcnts
STAI�DARD COMS'fRUCT►ON SPCCIFICA'fION DOCUMENTS City Projcct No. ]O1555
Aeviscd Juiy I, 20l I
013216-4
COTYS`fRUCTION YROURCSS SCHEDULP:
Page 4 of S
c. Acknowledge and agree ihat actua] delays, affecting paths of activities
con#aining float time, will not have any effect �pan contract completian times,
pro�iding that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the sa�ne facilities or area under other contracts, the
Baseline�Schedule shall be coordinated with the scE�edules of #he other contracts.
a. Obtain the schedules ofthe other appropriate contracts firom fhe City for the
preparation and �pdating of Baseline schedul� and make the required changes
in his schedule when indicated by changes in corresponding schedules.
?. In case of interference betw�en the operations of different contractars, the City will
determine ihe work priority of each contractor and the sequence of wark necessary
to expedite the completion of t3�e entire Project.
a. In such cases, the decision nf the City shall be accepted as final.
b. T�e temparary delay of any wortc due to such circumstances shail not be
considered as justifcatEan for c[aims f�r additional compensation.
1.5 SUBMITTALS
A. Baseline Schedule
1. Submit Schedule in native fle format and pdf forrnat as required in the City of Fort
Worth Schedule Guidance Document.
a.. Native �le Format includes:.
! ) Primavera (P6 or Prima�era Contractor)
2. 5ubmit draft baseline Schedule tp City prior to the pre-construction meeting and
bring in hard copy to itte meeting far review and discussion.
B. Progress Schedule
l. Submit progress Schedule i�1 native f le format and pdf format as required in the
City of F{ort Worth Schedule Guidance Document.
2. Submit pro�ress Schedule monthly no later than the last day of the month.
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as requirec! in the City of Fort Worth
Schedule Guicfanee Document.
2. Submit schedule narrative monthly r�o later than the last day of the monih.
D. Submittal Process
1. The City administers and manages schedules through Buzzsaw.
2. Cantractor shall submit documents as required in the City of Fort Worth Sched�ale
Guidance Document.
3. Once tE�e project has been completed and Final Acceptance has been issued by the
Cit.y, no further progress schedules are required.
Ci'fY OF FORT WORTI[ West 7th Strcet Improvemcnts
5"fANDARL7 CONSTRUC'E�ION SPEC[F[CATION ��CUMENTS City Projcct No. 101555
Re�ised Itdy l, 2011
D13216-5 .
CONS"1'KUC'CION PROGRGSS SCHI3DUL]i
Page 5 of 5
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED�
1.7 CLOSEOUT SUSMITTALS [NOT USED�
1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED]
1.9 QUAL[TY ASSURANCE
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of sirnilar complexity.
B. Schedule and supporting documents addressed in this Specification shatE be prepared,
updated and revised to accurately reflect the performance af the construction.
C. Contractor is responsible for the quality of all submittals in this section meeting the
standard of care far the canstruction industry for similar projects.
1.10 DEL[VERY, STORAG�, AND HANDLING �NOT USED]
1.11 FIELD [SITE� CONDITIONS [NOT USED�
1.12 WARRANTY [NOT USED�
PART 2 - PRODUCTS �NOT USEDJ
PART 3 - EXECUTiON �NOT USED]
END O�' SECTfON
Revision Log
DATE NAML SUMM/1RY OF CHANGE
CITY OF FORT WOR"fH WcsL 7fh Strcct Improvcmcnts
STANDARD CONSTRUCTION SPECIFICA'CCON DOCUMENTS City Projcct No. 101555
Revised July ], 2al I
Ol 32 33 - I
PRECONS"C[ZUCTiON VIDEO
Page t of2
SECTION 01 32 33
PRECONSTRUC'1'ION VIDEO
PARTI- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations frorr� this City of Part Worth Standard Specification
l. None.
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division. I— General Requirements
1.2 PRICE AND PAYM�NT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed iar this [tem.
1.3 REFERENCES �NOT USEDj
I.4 ADMINISTRATIV� AEQUIREMENTS
A. Preconstruction Video .
]. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of'the maintenance surety
period.
1.5 SUBMITTALS �NOT USED] �
1.6 ACT[ON SUBMITTALS/INFORMAT[ONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS �NOT USED�
1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USEDJ
1.9 QUALITY ASSURANCE �NOT USED]
1.10 DELIVERY, STORAG�, AND HANDLING �NOT USEDJ
1.11 FIELD �SITE� CONDITIONS �NOT USED]
1.1� WARRANTY [NOT USED�
PART 2 - PRODUCTS [NOT USEDJ
CITY OF FORT WORTH Wcst 7th Strcct Improvemcnts
STANDARD CONSTRUC710N SPP.CIrICATiON DOCUIvIENTS City Projcct No. 101555
Revised .TuEy l, 20! 1
Oi 3233-2
PE�;COIVSTRUCTION VIDEO
Page 2 of 2
PAAT 3 - EX�CUTION (NOT EJS�D]
END OF �ECTiON
�evision Log
DA'Tli NAML; �UMMARY OF CHANGli
CI"1'Y OF FORT WORTH West 7th Strcet improvcments
S'PANDARp CONS1Rl1CT[ON SPCCII�'[CA310t� DOCUMENTS City Project No. ]O[555
Revised July l, 201 I
O13300-1
SU[3MiTTALS
Page 1 of S
�SECTION Ol 33 00
SUBMITTALS
PART1� GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of snbmissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including 5tandard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division Q— Bidding Requirements, Contract Forms and Conditions o� the ConCract
2'. Division 1— Generai Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with thss Item is considered subsidiary to the various items bid.
No separaie payment wi11 be aliowed for this Item.
1.3 REFERENCE,S [N4T USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coardination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of S�bmittal Times .
a. Prepare, prioritize and transmit each submittal suificiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. ConCractor is responsib�e such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b} Coordination with other submittais
c) Testing
d) �uz-chasing
e} Fabrication .
f} Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transrnii submittals sufficiently in advance af the Work.
CITY QF FORT WOR1'H Wcst 7th Strcct Impravcmcnts
STANDARD CONSTRUCTlON SPECIFICAT[ON DOCIJMENTS City Projcct No. 101555
2evised Decemher 20, 20 i 2
01 33 0D - 2
SUI3MC1"1'ALS
Pagc 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work af any other
contractor.
B. Submittal Numbering
When submitring shop drawings or samples, utilize a 9-character submittal cross-
reference identi#ication numbereng system in the follawing manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 41-49 to sequ�ntially number each
initial separate item ar drawing s�bmitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the sa�ne drawing {i.e.
A-2nd submission, B-3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 OQ is the Specification Section for Concrete
2) 0$ is the eighth initial submittal under this Specification Sectian
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Cantractor Certificatian
1. Review shop drawings, pxoduct data and samples, including those by
subcontractors, prior to submission to deter�nine and veriFy the following:
a. Field measurements
b. Field c.onstruction criteria
c. Catalog nurnhers and similar data
d. Confarmance with khe Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractar
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statezn.ent
I} "By this submittal, I hereby represent that I have determined and verified
iaeld measurements, field construction criteria, materials, dimensians,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approued shap drawings."
D. Submittal Format
1. Fold shop drawings larger than 8'/� inches x 11 inches to 8'/ inches x 1 I inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Co�er Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data IShop Drawings/Samples ICalculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CI"E'Y OF FOR'f WOK'1'H Wcst 7th Strcct improvemcnts
S'1'ANDARD CONSTRUCTEp�I $PECIF[CATIpN DdCUMP.NTS City Prajcct No. 101555
Revised Uecember 20, 20i2
013340-3
SUBMI`['TALS
Pagc 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s) ,
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicabl�e standards, such as ASTM or �'ederal Speciiication numbers
9. Identi%cation by highlighting of deviations from Contract Dacuments
10. Identification by �ighlighting of revisions an resubmzttals
I 1. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Wark Sections includes, but is not necessarily limited ko:
a. Custom-prepared data suc� as fabrication and erection/installation (working)
drawings
b. Scheduled inFormation
c. Setting diagrams
d. Achzal shopwork manufactuting instructions
e. Custom tempiates
f. Special wiring diagams
g. Coordination drawings
h, individual system or equipment inspection and test reports including:
1} Performance curves and certifscations
i. As applicable to the Work
2. Details
a. ' Relation of the various parts to the main members and liaes of the stt-ucture
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected far use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal daia may inciude, buE is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's praduct specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
Cf`1'Y OF FOR'f WORTH Wcst 7th Strcct improvemcnts
S"FANDARD ('ONSTRUCTION SPECIFICATION DOCUMEN`CS Ciiy Project No. I Oi555
Revised Decem6er 20, 2D l2
a13300-4
SUBMI"I"fAL.S
Page 4 of 8
7} Standard wiring diagrams
8) Printed perf'ormance curves and operational-range diagrams
9) Production or quality conCrol inspection and test reports and certifications
14) Mill reparts
11) Product op�rating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to th� Work
H. Samples
1. As specif ed in individual Sections, inc2ude, but are not necessariEy limited to:
a. Physical examples of the Work such as:
1} Sections of manufactured or fabricated Work
2} Small cuts or containers of materials
3) Complete units of repetitiveIy used products color/texfure/patterr� swatches
and range sets
� 4) �pecimens far coardination af visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Da not stat� Work requiring a shop drawing, sampl� or product data.nor any material to
be fabricated or installed prior to the approval or qualifiec! appraval of such item.
1. Fahrication performed, materials purchased or on-site construction accomplished
which does not conform ta approved shop drawings and data is at the Contractar's
risk.
2. The City will not be liable for any expensc or delay due to corrections nr remedies
required to accomplish confonnity.
3. Complete project Work, materials, fabrication, and installations in conforma��ce
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distt-ibution
a. Coniirm development of Project directory far electronic submittals to be
uploaded to City's Buzzsaw s�te, or another external FTP site approved by the
City.
b. Shop Drawings
I} Uplaad submittal to designated project directory and notify appropriate
City representatives via email of submittaf posring.
2) Hard Copies
a) 3 copies for atl submittals
b} If Cnntractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies �isted
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2j Hard Copies
a} 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution}
C[TY OF FC)RT WORT[3 Wcst 7th Strccl Trnpro�cmcnts
STANDARD CONSTRUC'1'[ON SPCCIFICATiQN DOCUMEN"CS City Projecc No. ]0T555
Revised Decc`rnber 20, 2012
01 33 DO - 5
SiJBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City .
2) Copies
a) 8 copies for mechanical submittals �
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Cantractor shall submit more than the nurz�ber of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specificarion 5ections.
Distribute reproductions of approved shop drawings and copies oF approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the desigrz concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving fihe Contractar of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details fiunished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or praduct data by the City
does not relieve the Contractor from nis/her responsibility with regard to the
fulfillment of the ten�xis of the Contract.
a. All risks of error and omission are assutned by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor z-emains responsible for details and accuracy, for coordinating the
Work wi�h all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requireme�nts which City finds to he in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
perfortnance, the City may return the reviewed drawings without noting an
exception.
5. Submittals wi11 be returned to the Contractor under 1 of the following codes:
a. Code 1
' 1) "NO EXCEPTIONS TAKEN" is assigned when there are no natations or
cQmments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF F'ORT WOR'fH West 7th Strcct Improvemcnts
STAI�3DAItD CONSTRUCTION SPECIPTCATIOiV DOCUIvIENT5 City 1'rojcet No. l Q1555
Rcvised December 20, 2012
OL 3300-6
SlJI3M17"1'ALS
Pagc 6 of 8
1) "EXCEP'I'ION� NOTED". This code is assigned when a confirmation of
the notatians ar�d comments IS NOT required by the Contractor.
a) The Contractar may release the equipment or material for man�facture;
however, a11 notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensi�e enough to require a
resubmittal of the package.
a) The Contractor may release the equiprnent or material far manufacture;
howe�er, all notations and comments m�st be incorporated into the
finai product.
b} This resubmittal is to address a1I comments, omissians and
non-conforming items that were noted.
c} Resubmittal is to be received by the Ciry within i5 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor rr�ust resubmit the entire package revased to bring the
submitta] into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubtnittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangte or other similar met�od
a} At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) A�1 subsequent reviews will be performed at times convenient ta the City
and at the Contractor's expense, based on the City's or Ciry
Representative's then prevailing rates.
2} Frovide Contractor reimbursement to the City within 30 Ca�endar Days for
all such fees inr+oiced by the City.
c. The need for more than 1 resubmission or any other delay in ohtaining City's
review of submittals, wilI not entitle the Contractor to an extension of Contract
Time.
7. Partial SubmittaIs
a. Cify reserves the right to not review submittals deemed partial, at the City's
discretion. �
b. Submittals deemed by the City to be not comg�ete will be returned Co the
Contractor, and will be considerec� "Not Appro�ved" until resubmitted.
c. The City �nay at its option provide a list or mark the submittal directing the
Contractor to the areas tha! are incomplete.
8. IFthe Contractor considers any correctian sndicated on the shop drawings to
constitute a change to tk�e Contract Documents, then wvritten notice must be
prouided thereof .to the City at least 7 Calendar Days priar to release for
manufacture.
C[TY OF FQRT WORTI[ Wcst 7th Strcct [mpra�emcnts
SCANDARp COAISTRUC'fLOI�I SPTiCIhICAT]ON �OC[1MENTS City projectNn. 1O155S
Rcvised Deccmber 20, 2012
b L 33 00 - 7
8[1BMI'ITALS
Yagc 7 oF S
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may cazry out the construction in accordance Cherewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned witlnin 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or w�en directed.
M. Qualiiications
1. If speci6cally required in. other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpreiation of the coatract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a con#lict between the Drawings and
Specifications
1} Identify the conflzct and request clarification
2. Use the Reyuest for Infortnation (RFI) f�rm provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series nurnber, "-xxx", beginning with "O1" and
increasing sequentially with each additional transmittal.
4. Suffici�nt inforn�ation shall be attached to permit a written response without further
information.
S. The City will log each request and will review the request.
a. If review of the project information reyuest indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUSMITTALSIINFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDJ
1.9 QUALITY ASSURANCE �NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD �SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF POILT WORT[1 West 7[h Strect Improvements
STANDAKD CONS"1'RUCT[dN SPECIFICATION DOCUMCNTS City Project No. 1D1555
Revised Uecember 20, 2012
Q133fl0-8
SUBMi"1"fALS
Page 8 of 8
PART 2 - PRODUCTS �NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Cf"fY OP TOR'C WORTH Wcst 7th Strcct Improvcmcnts
STAAIDARD CONS"1'RUCTION SPECiP1CATIOI�I DOCUMP.N'1'S City Projcct Na. l O155S
Revised December 2Q 2012
Ol 35 13 - l
SPEC�A[. P[t07IsCT PROCEDURES
Pagc I of 8
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION U] 35 13
SPECIAL PR07ECT PROCEDURES
A. Section Includes:
I. The p��ocedures for special project circumstances that includes, but is no� limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voitage Lines
c. Conf ned 5pace Entry Program
d. Air PoI[ution Watch Days
e. Use of Explosives, Dcop Weight, Etc.
f. WaterDepartmentNoti�cation
g. Public Notificaiian Prior to Beginning Consttvction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Contro! -
k. Employee Parking
B. De�iations from this City of Foi�t Worth Stattdard Specification
f . 1.2.A.2 — Railroad Flagmen
20 C. Reiated 5pecification Sections include, but are nat necessarily limited to:
21 1. Division D— Bidding Requirernents, Contract Forms and Conditions of t�e Cor�tract
22 2. Division I— General Rec�uirements
23 3. Section 33 12 25 -- Connection to Existing Water Mains
24 1.� PRICE AND PAYMENT PROCEDURES
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f1. Measurement and Payment
I. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lurr�p sum.
b. Payment
I) The work performed and materia�s furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Insp�ction
3) Safety training
4) Additional insurance
5) Insurance Certifcates
6} Other requirernents associated with general coordination with Railroad,
� including additional employees required to protect the right-of-way and
property nFthe Railroad from damage ar�sing out of ancl/nr fram the
const�•uction of the Project.
2. Railroad Flagmen
CITY OF FOR'1' WURTI-1 West 7th Street Improvements
S'1'AI�iDARD CONS'TRi1CTIQN SPECIFiCATiON DQCUM�.NTS City Prajec[ l�Io. 1015�5
Revised llecember 20, 2012
DI 3513-2
SPF;CiA[, PRO.TFCT PROCL'.C)Ul2F.S
Page 2 nt' S
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15 1.3 REFERENCES
16 A. Reference Standards
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a. Measurement
1) Measurement for this Item will be per each.
b. Payment
1) The Contractor will only chaxge the fi�action of the allowance that yields the
price of the actual work perfo��rned. Any remaining rnoney left in this
allowance budget at the cancfusian of the project will be kept by the City of
Port Worth. .
c. The price bid shall include:
1) Coordination for sched�jling flag�nen
2) Flagmen
3) Other requirernents associated with Railroad
3. A11 othee lterris
a. Work associated with these It�ms is considered subsidiary to the various Items
bid. Na separate payment will be allowed for this Item.
Refet�ence standards cited in this Specification refer to the current reference
standarc# published at the time of the latest revision date logged at t�e end of this
Specification, unless a date is specifcally cited.
Hea[th and Safety Code, Title 9. 5a#'ety, Subtitle A. Public Safety, Chaptej• 752.
High Voltage O�erhead Lines.
North Central Texas Council of Governments (NC'FCOG) — C[ean Construction
Specif cation
24 1.4 ADMiNiSTRATIVE REQUIR�M�NTS
25 A. Coordination with the iexas Depal�tment of Transportation
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When work in the right-of way which is under the jurEsdiction of the Texas
Department of Transportatian ('I"xDOT):
a. Notify the Texas Department of Transportation prioa- to comnaencing any wark
therein �n accordance with the provisions of the permit
b. AlE wark perforcned in the TxDO'� right-of-way shall be pei-fot�ned in
compliance with and subject to approval frort� the Texas DepartmenE of
Transportation
B. Work near High Voltage Lines
34 1. Regulatory Requirements
35 a. All Work near High Valtage Lines {more than 600 volts measured between
36 conductors or between a canductor and the ground) shall be in accoz-dance w�th
37 Health and Safety Code, Title 9, Subtitle A, Chapt�r 752.
38 2. Warnin� si�n
39 a. Provide sign af sufficient size rneeting all OSHA requirements.
40 3. Equipment operating within 10 feet of hagh r+o[tage �ines will require the following
41 safety features
42 a. Insulating cage-type of guard about the boom or arm
43 b. Insulator links on the lift �oak connections for• back hoes or dippers
44 c. Equipment must meet the safety requirements as set forth by OSHA and the
45 safety requirements ofthe owner aFthe high �oltage lines
Cl'1�Y OF FOCt"f WORTH West 7th Street Improvements
5'1'ANllACZII CONSTRUCTION SPrCiPTCATiON DOCi�MET�TTS Ciry Project Na_ 101555
Re�ised December 20, 2012
at �s �s-3
SPi:C1AL PROJE;CT PRO(:ET)[JRES
Page 3 of R
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4. VVork within 6 feet of high voltage elech•ic lines
a. Notification shall be gi�en to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and reco��d
actian taken in each case.
b. Coordination with porver company
1) After notifcation coordinate with the power company to:
a) Erect temporary meehanical barriers, de-energize the lines, or raise or
tower the lines
c. No perso�nel may woi-k within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
l. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confned Spaces include:
a. Manholes
b. All other confined spaces in accardance with OSHA's Permit Required for
Confined Spaces
D. Air �'ollution Watch Days
1. General
a. Observe the follawing guidelines relating to wo��king an C�ty construction sites
on days designated as "AIR AOLLUTTON WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.rn. to 10:00 a.m.
2. Watch Days
a. The Texas Commissfon on Environmental Quality {TCEQ), i� coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on. the afternoon prior to the WATCH day.
b. Requii•ements
1) Begin work after 10:00 a.m. whenever construction phasing requires the
use af motorized equipmenC for perinds it� excess of I hour.
2) However, the Cantractor may begin work prior to I D:DO a.m. if:
a) Use of motorized equipmeni is less than l hour, or
b) if equipment is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel {ULSD), diesel emulsions, or
altez�native fuels such as CNG.
E. TCEQ Air Permit
1. 06tain TCEQ Air Permit for construction activ�ties per requirements of TC�Q.
F. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project ihe fo�lowing will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance co�erage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 0 i 31 13
CTTY OF FORT WORTH
STANDARI7 COtYSTRUCTIE7[�I SPEC[FICATiON DOCUM13NT5
Rcvised December �0, 2Q12
�
West 7th 5tree[ improvements
City Projcc[No. 1O155�
O1 3> l3 - 4
SPE,CIAL PROJECT PR OC�,DURES
Pagc 4 of 8
1 G. Water Department Coordination
2 1. During ihe constructian of this p�•oject, it wilf be necessary to deactivate, for a
3 period of time, existing lines. The Contractor shall be required to coordinate with
4 the Water Depattment to determine tE�e best times for deactivating and activating
5 Chose lines.
6 2. Coordinate any e�ent that will require connecting Co or the operation of an existing
7 City water line system with the City's representative,
8 a. Cooi-dination shall be in accordance with Section 33 12 25.
9 b. If needed, obtain a hydrant water meter from the WaCer Depar,tment for use
10 during the li#'e of named project.
1 1 c. In thc e�ent that a water �alve on an existing ]ive system be turned off and on
12 to accommodate the construction of the project is required, coordinate this
13 activity through the appropriate City representati�e.
14 l} Do not operate water line �al�es of existing water system.
� 5 a) Failuc�e to comply will render the Contractor in violation of Texas Penal
1� Code Title 7, Chapter 28.03 {Criminal Mischie�} ar�d #he Contractar
1"1 will be prosecuted to the full extent of the law.
1g b) In addition, the Contractor will assume all liabilities and
1`� responsibilities as a result af these actions.
20 H. Public Notifzcation PriaE• to Beginning Construction
21 1. Prior to beginning construction on any block in the project, on a block by block
z2 basis, prepare and deli�er a notice or flyer of the pending construction #o #he front
23 door of each residence or 6usiness that will be impacted by construction. The notice
24 shall be prepared as fo�lows:
Zs a. Post notice or fly�r 7 days prior to beginning any consteuctian activity on each
26 blocl� in the project area.
27 1) Prepare flyer on the Contractor's ]etterhead and include the following
2R ir�formation:
29 a) Name of Praject
30 b) City Project No (CPN)
31 c) Scope of Project {i.e. type of canstruction acti�ity)
�2 d) Actual construction duration within the bloc[�
33 e) Name of the contractor's foreman and phone number
34 fl Name of the City's inspector ancf phone number
35 g} City's afker-hours phone number
36 Z) A sample of the `pre-construction notificatio�' flyer is attached as Exhibit
37 A.
38 3} Submit sched�le showing the construction start and finish time for each
39 b[ack ofihe project to the inspectar.
40 4) Deli�et• flyer to the City inspectar for re�iew prior to distribution.
41 6. No construction wil� be allowed to begin on any block until the tlyer is
42 deli�ered to all residents of the block.
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Public Notification of `I'emporary Water Ser�ice Interruption during Constructian
1. In the e�ent it becomes necessary to temporar[ly shut down water service to
residents or businesses during construction, prepare and deliver a notice ar tlyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
CITY OI�' FORT WOR'1'tI Wcst 7t1� Streel impro�ements
STATVDARD CONS'1�RUCTiON S['ECIFI[;A7�ION DOCUMENTS {;ity Projcct No. 101555
Revised December 20, 2012
Ql 35 13 - 5
SPI;CTAL PRO7EC`E' PROCL:DidRES
Page 5 of S
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K. Coordination within Railroad Permit A�•eas
19 ]. Coordination with United States Army Corps of Engineers (USACE)
20 1. At locations in the Project where construction activikies occur in areas where
21 USACE permits are required, meet all requirements set fo��th in each designateci
22 permit.
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a. The notification oe tlyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the �ollowing
information:
1} Name of the project
2} CityProj�ctNumber �
3} Date of the interruption oiservice
4) Period the interruption will take place
5) Name of the contractor's Foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior ta 6eing distributed.
e. No intarruption of water service can occur until the flyer has been delivei�ed to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained fro�n the Praject
Construction Inspector.
At locations in the project where construction acti�ities occur in areas where
railroad pez-mits are required, meet all requirements set forfh in each designated
railroad permit. This includes, but �s not limited to, provisions far:
a. Flagmen
b. Inspecto�•s
c. Safety t��aining
d. Additional insurance
e. insurance certificates
f. Otller employees required to protect the right-of-way and property of the
Railroad Company frpm damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
Obtain any supplemental information needed to comply with the railroad's
requirements.
Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were present on Site.
L. Dust Contral
1. Use acceptable measures to conirol dust at the Site.
a. If water �s used to control dust, capture and propet-ly dispose of waste water.
b. if wet saw cutting is pei•fo��ned, capim�e and properly dispose of sluny.
M. Employee Parking
l. Aravide parking for employees at locatians appraved by the City.
C1TY O�' FORT WURTH West 7th Street Tmprovcments
STANDAEtD CON57'RUCTTOM SPECIFTCATiON DOCUMENTS Ciry Project Na. 101555
Revised Uccember 20, 2012
Q13513-fi
SPP,CiAL PRp7ECT PROCEQi1RES
Page 6 of 8
1 1.5 SUBMITTALS �N�T USED]
2 1.6 ACTION SURMITTALS/[NFORMATIONAL SUBMITTALS [NOT USED�
3 1.7 CLOSEOUT SUBMITTALS �NOT US�D]
4 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE CNOT USEDJ
6 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED�
7 l.11 FIELD �SITE� CONDITIONS [NDT USED]
8 1.12 WARRANTY [NOT USED�
9 PART 2- PRQDUCTS [NOT USED]
10 PART 3- EXECUTION �NOT USED]
�
l2
13
END OF SECTION
Revision Log
Dl1TE NAMF., SUMMl�RY OF CI IANC,E
1.4.8 — Added requirement of compliance with iiealth and Safcty Code, `fidc 9.
8/3 ]/2012 D. Jol�nso» Safety, Sublitle A. �'ublic SaCety, Chaptcr 752. High Voltage O�erhead Lines.
1.4.E — Added Contractor responsibility for obiaining a TCF.Q Air Pcrmil
Cl'L'Y OF FORT WOR"fH West 7th $lreet Impro�emenls
S7'A1�IDARD CON5TRUCTiON SPCCIFICAT[ON T�OCUMENTS City Yroject No. 101555
Ae�ised Dccember 20, 2�12
O13513-7
SPECIAL PRp)ECT PROCI:DURES
Page 7 of 8
2
3
4
5
6
7
s
9
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12
13
l�l
I5
I6
17
�S
ls
20
21
22
23
24
25
26
z�
28
29
30
3E
32
33
34
35
36
37
Date:
CPN Nd.:
Project Name:
Mapsco Location:
Limits of Construction:
�
I i ,
EXHIBiT A
(To be prin#ed on Contractor's Letterhead)
- � �
i ' i i �i
I�
I
i I I', �
i il
iHIS IS i0 1PIFO�AA YOU ibAT UIVd�� d GOR��RAC� 1NI�'b �b� Cf�Y O� �OR�
V4���t f H, OUR CON���4iVY 1lVI�� 1AlORI4 O�I UTf�fTY �IIV�S ON OR ARDUN� YOUR
PROP�RIY.
COP�$�RUC�I�f� Ia4�fILL B�GIR� APPROXIfl+0i47��Y S�'V��! DAYS FR014� iH� 9AT�
OF iF;15 NOTIC�.
!� YDU HAV� (�iUFSiIOWS ABOUT' ACC�S�, S�CURI�Y, SA�'� 1Y OR AfVY O�b�R
f�SU�, f���AS� CA��.:
�C. CCONTRACTOFi'S SLfPERINTEPIDENT� l4� <T�LEPHONE NO.�
�;
fi�r. �CITY INSPECTOR� Ae� < TELEPHONE 1�f0.>
A�7�R 4:30 PfVi OR Of� 1lV��K�R��S, P���4S� CA�.� (�17) 39� �3U6
PLEASE KEEP THIS FLYER HAIVDY WHEN YOU CALL
CITY QF FORT WORTH
STANDARD CONSTRUCTiO1V SPHCTFiCATiON DpCUMTiNTS
Revised December 20, 2012
Wesf 7th Street [mprovemenYs
Cify Project 1Vo_ 1Q1555
ai 3s i3-s
SPECIAL PROIEC'f PROCEDlJR�S
Page 8 of 8
0
z
EXHIBIT B
�O�T �V�RTH
�:
. �a� �o. �
�� �
�!�`��C� O� '���l����� �I�T�� �����
IlrI"i�R��1���
D[3E T(] IITiLiTY IMPLtOVEMF:NTS II� Y�ITR NEIGI�I3f1itHOnD, YdUR
WATER 3EliVICE WiLl. BE IiVTERRUPTED ON
BI+:TWCEN THE HOl3RS DF ANi)
3F YOU HAVE (tUE$TIQN5 ABOUT THIS S�iJT-OUT, PLEASI: CAI�L_
M12. AT
{CONTRACTOItS S[JPERINTE[YDENT) (TTLEPHONE NUMSER)
OR
MR. AT
{CITY Ii�S�ECTCIR) (TELEPHOIVE NUMBER)
THIS iNC�iVVENiENCE W iLL BF AS SHfli2'I' AS P0351RLE.
THANIi YOTJ,
CONTRACTOR
3 — ------
4
CITY OF FORT WORTI [ Wcst 7lh Strcct improvcments
STANDARD CQNSTRjICTIOTt SPECIFICATTON DOC[IMENTS Cfly Projcct No. 101555
Re�ised Becent6er �0, 2012
O l 45 23
TI:STING AND 11�5Pi:CT!()N SE:RVICT:S
Pagc 1 of 2
SECTION dl 45 23
TESTING AND INSPECTION SERV[CES
PART 1 - GENERA,L
1.1 SUMMARY
A. Section lnciudes:
1. ' Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily Iimited to:
�. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contraci
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDifRES
A. Measurement and Payment
I. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment wi91 be allowed for this ltem.
a. Contractor is responsibte for perforrr�ing, coordinating, and payment of ali
Quality Controt testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1} If the first Quafity Assurance test perfarmed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a} Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in fuil.
1.3 REFERENCES �NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
L Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When festing is required to be completed by ihe Contractor, notify City,
sufficiently in advance, thai testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
I} Coniirm development of Project directory for electronic submittals to be
uplaaded to the City's document management system, or another external
FTP site approved by the City.
Cl"1'Y O� FORT WORTH Wcst 7th Strcct Tmprovc�nents
STAiVDARD CONSTRUCTEON SPECIEICATION DOCUMEiVTS City Projcct Na. 101555
Revised March 9_ 202Q
O1 45 23
TESTII�FG AI�iD Itd$PF'C7�ION SE[iVICES
Page 2 of 2
2} Upload test reparts to designated project clirectory and notify appropriate
City representatives �ia email of s�brr�ittal posting.
3) HarcE Copies .
a) 1 copy for alI submittals submitted to the i'roject Representative
b. Harcf Copy Distribution {if required in �ieu of eiectronic distribution)
1) Tests performed by City
a) DistrEbute ] hard copy to the Contractor
2} Tests performed by the Contractar
a} Di,stribute 3 hard copies to City's Project Representative
Provide City's �roject Representative with trip tickets for each deli�er.ed load of
Cancrete or Liine material including the following informatian:
a. Name af pit
b. Date af deli�ery
c. Material de�i�ered
S. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligakion to
perfarm wor[� in accordance with the Contract Documents.
1.5 SUBMITTALS �NOT USEDJ
I.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS �NOT 115EDj
1.8 MAINTENANCE MATERIAL SUBMITTALS jNOT USED�
1.9 QUAL,ITY ASSURANCE [NOT U,SED� �
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED�
1.11 FIELD �SITE� CONDITIONS �NOT USED]
1.12 WAR.R.ANTY [NOT USED]
PART 2 - PRODUCTS [NOT USEDj
PART 3 - EXECUTION �NOT US�DJ
END �F ,SECTION
Revision Log
DATL NAME SUMMARY OF C�]AN�F.
3/9/2020 D.V. Magafta Removed refcrence to Buzzsaw and noted thaf electronic submittals bc uploaded
through the City's documcnt management sysiem.
CCfY f)P PdR'f WORTH Wcst 7th Street lmprovcments
STAi�1DARD CONSTRUC'fiON SPIiCIF1CA'C[O1d iIOCUMENTS City Projcct ATo. IO1555
Revised TvTarch 9, 2020
01 50 DO - 1
TEMPOCiARY PACILITIES AND CONTitOLS
Page [ of 4
,s�cTioN oi sa o0
TEMPORARY FACIL[TIES AND CONTROLS
PART1- GENERAL
1.1 �UMMAIZY
A. Sectiqn Includes:
Provide temporary faciiities and controls needed for the Work including, but not
necessarily Iimited to:
a. Temporary utiiities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the canstruction site
B. Deviations from this City of Fort Worth Standard Specificatian
1. None.
C. Related Specification Sections include, but are nat necessarily limiied to:
1. Division 0�- Bidding Requirerr�ents, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measureinent and Payment
1. Wark associated with this It�m is considered subsidiary to the various Items bid.
No separate payment will b� allowed for this Item.
1.3 REFERENCES [NOT USE��
1.4 ADMINISTRATIVE REQUIREMENT�
A. Temparary Utilities
l . Obtaining Temporaxy 5ervice
a. Make arrangements with utility service campanies for iemporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdictian.
c. Be responsible for utility service cosis until Work is approved for Final
Acceptance.
� 1) lncluded are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation Qf Work.
2. Water
a. Contractor to provide water required for and in connection with Work ta be
performecE and for specified tests af piping, equipment, devices or other use as
required for the completion of ihe Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1} Contact City 1 week before water for construction is desired
CI"1'Y O�' �'ORT WQRI'H West 7th ScrccL Improvcments
STANDA1tD CONSTRUCTION SPECIPICATION DOGUMI:I�TS City Projcct iYo. 101555
Revised lidy l, 201 ]
o� soon-z
T1iMPOKARY FACILITI�;S AND CONTROLS
1'age 2 of 4 -
4.
5.
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
Electricity and Lighting
a. Provide and pay for electric powered service as requized for Work, incl�ading
testing of Work.
1} Pro�ide power for lighting, operatian of equipment, or ather use.
b. EEectric power service inciudes temporary power service or generator to
maintain operations cfuring scheduled sh�#down.
'�"elephone
a. Provide emergency telephone service at Site for use by Contractor personnel
ancE others performing work or furnishing services at Site.
Temporary Heat and Ver�iilation
a. 1'rovide temporary heat as necessary for protection or campletion of Work.
b. Provide temporary heat and ventilatEon to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of S#ate and local depariments of heaith.
2. Enforce use of sanitary facili#ies by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance ar �ealth
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and �aroperly
dispase in accordance with applica6le regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
l. Provide adequately ventilated, watertight, weatherproaf s#arage facilities with floor
above ground level far materials and equipment susceptible to weather damage.
2. 5torage of materials not susceptible to weather damage may be on blocks off
ground.
3. Stare materials in a neat and arderly manner,
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4, Equip huilding with lockable doors and lighting, and provide electrica] service For
equipment space heaters and heating or ventzlation as necessary to provide storage
environments acceptable to speciiied manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
b. Remove building from site prior to Final Acceptance.
D. Temporary Fencir►g
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
Cl'f Y OF FOItT WOR'1'H Wcst 7th Strcct ]mprovements
STA1V[}ARD CONSTRUCTiON SYECIF[CATiON DOCUMENTS City Projcct No. l O1555
Revised ]uly 1, 201 l
OE 5000-3
'T6MPORARY FACIL[TiES AND CONTROLS
Page 3 vf 4
1. Contractor is respansibl� for maintaining dust control through the duration of the
project.
a. Contractar remains on-call ai all times
b. Must respond in a tirnely �nanner
F. Temporary Proiection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
L� SUBMITTALS �NOT USEDj
l.6 ACTION SUBMITTALS/INRORMATIONAL SUBMITTALS [NOT USED]
l.i CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED�
l.9 QUALITY ASSURANCE �NOT USED] .
1.10 DELIVERY, ST�RACE, AND HANDLING �NOT USED]
1.11 FIELD [SITE� CONDITIONS [NOT USED]
1.12 WARRANTY jNOT USED]
PART � - PRODUCTS [NOT USEDj
PART 3 - EXECUTION [NOT USEDJ
3.1 INSTALLERS �NOT USED�
3.� EXAMINATION �NOT USEU]
3.3 PREFARATION [NOT US�Dj
3.4 INSTALLATION
A. Temporary FaciIities
1. Maintain al! temporary facilities far duration of consiruction activities as needed.
3.5 [REPAIRJ / [RESTORATION�
3.6 RE-INSTALLATiON
3.7 �'IELD �aR� SITE QUALITY CONTROL [NOT USED�
3.8 SYSTEM STARTUP �NOT USED�
3.9 ADJUSTiNC [NOT US�D] �
3.10 CL�ANING jNOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
C[TY OF FORT WORTH West 7th 5trccl Improvcmcnts
STANDARU CON57RUC'1'lON SI'�CIFICA'1'ION �dCi1MENTS City Projcct I�o. 1Ot555
Revised luiy E, 20i 1
O15000-4
'TEM]'OIiARY FACILI'11ES ANll CONTROLS
Pagc 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, Ca a
condition equal to or better than priar to start of Worl�.
3.12 PROT�CTION �NOT USED�
3.13 MAINTENANCE [NOT USED�
3.14 ATTACHMENTS (NOT USEDJ
END OF SECTIQN
Re�ision Log
DA"1'L•; NAMF, SiJMMARY OF CHANGE
C{TY {]F F(]RT WORI H West 7th Strcct improvcmcnts
5'�AN�ARD CONSTRUCTION SPEC[FICAI'ION UOCUM�N'CS Ciry Project Na. 101555
Re�ised luly 1, 201 l
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TitAFF[C COIVTROL
Page I of 3
SECTION O1 55 26
STREET 115� PERMIT AND MODIFICAT[ONS TO TRAFFIC CONTRO[.,
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviataons from this City of Fort Worth Standard SpecificaLiQn
1. None.
C. Related Specification Sections include, but are not necessarily Limited to:
1. Division 0— Bidding Requirements, Contract Fprms and Conditions of the Contract
2. Division 1— General Requirements
3. 5ection 34 71 13 — Traffic Control
1.� PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various [tems bid.
Na separate payment will be allowed for this Item.
1.3 REF`ER�NCES
A. Reference Standards
1. Refer�nce standards ciied in this specificaiian refer to the current reference standard
published at the time of the latest revision date logged at ihe end of this
specifcatian, unless a date is speciiically cited. �
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
].4 ADMINISTRATIVE REQUIREM�NTS
A. Traffic Control
1. General
a. When traffic controI plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traftic cantrol plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1} Ailow minimum ] 0 working days for review of proposed Trafiic Controi.
B. Street Use Permit
1. Prior to installation of Traffic ControI, a City Street Use Permit is required.
a. To obtain Street Use Perr�it, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY pF FOR'f WORTH West 7th Strect Impravements
S"I�ANDARD CONS'I�RIlCTION SPECIF[CATION DOCUME]VTS City ProjectNo. IOlS55
Reviscd July 1, 2611
o�sszb-2
STKEET [JSE PL;RMCI' AND MODTPICA"f[�N5 TO TRAPFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 vvorking days for permit review.
2) Cantractor's responsibility ta coardinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modi�cation to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportaiion and
Public Works DeparCment.
1) R�vise Traffic Contro! plans in accordance with Section 34 71 [3.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit; such that construction is not delayed.
D. Re�noval of 5tzeet Sign
1. If it is determined that a streat sign must be removed for construction, then cantact
City Transportation and Public Works Department, Signs and Markings Divisian to
remove the sign.
E. Temporary Signage
1. In the case of regulatory sigr�s, replace permanent sign with temporary sign meeting
require►nents of the latest edi#ion af the Texas Manual on Uniform Traffic Control
Devices (Ml1TCD}.
Z. Install temporary sign before #he removal of permanent sign.
3. When construction �s complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportatian and Public Works Department, Signs
and Markings Division, to reinstall the permar�ent sign.
F. Traffic Control Standards
1. Traffic Contral Standards can be found an the City's Suzzsaw website.
1.5 SUBMITTALS [NOT USED�
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS jNOT US�D]
l.7 CLOSEOUT SUBMITTALS �NOT USEDj
1.8 MAINT�NANCE MATERIAL SUBMITTALB [NOT USED�
1.9 QUALITY ASSURANCE [NOT U,SED]
1.10 DELIVERY, STORAGE, AND HANDLING �NOT USED�
1.11 FIELD [SITE� CONDITIONS �NaT USEllJ
1.12 WARRANTY [NOT USED�
PART 3� - PRODUCTS �NOT USED]
PART 3 - EXECUTION [NOT USED�
END O�' SECTION
CITY OI' FOR"T WpRTH Wcst 7th St�et [mprovcmcnts
STANDAR� CONSTRUC"fION SP�;CIFICA'1'ION DOCUMEN"fS City ProlcclNo. �U1555
itcvfsed July 1, 201 l
015526-3
STREE'1 USE PERMiT AND MODE�ICATIONS "1�0 TRAFFIC CONTROL
Pagc 3 of 3
lZevision I.og
DATE NAML SUMMARY OF CI-CANGE
CITY OI' PORT WOR'1'H West 7th 5treet Improvcmcnts
STAt�TDARll CONSTRlJC1'ION SPP.CIFICATION DOCUMENTS City Profect No. 101555
Revised July I, 2Dl l
U15713-I
STORM WATGR PQLLU'I'CON E'Ii�,VEN'1�ION
Pagc 1 of3
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART1- CENERAL
1.1 SUMMARY
A. Section Includes: -
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City pf Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are r�qt necessarily lirnited to:
1. Division 0-- Bidding Rec�uirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 3] 25 00 — Erosion and Sedtment Control
1.� PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
'2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shal] be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of [ntent: NOI
2. Notice of TermEnation: NOT
3. Storrn Water Poilutiar� Prevention Plan: SWPPP
4. Texas Comrnission on Environmental Qizality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard pub�ishecE at the time of the latest revision date �ogged at the end of this
Specification, unless a date is specifically cited.
2. Iritegratea S#orm Management (iSWM) '1'echnical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREM�NTS
A. General
1. Contractor is responsible for resoIution and payment of any fines issued associated
with compliance to Stormwater Pqllution Prevention Plan.
C[TY bF FORT WQRTII Wcst 7th Strcct Improvcments
STANDAR� CON3TRUCTION SPF.CI1� ICATION DOCLIMENTS City Projcct No. 101555
Revised July 3, 20] 1
Dl 5713-2
STORM WA"CER E'OLLU"f10N PREVEN"f10N
Pagc 2 of 3
B. Construction Activities resulting in:
1. Less than ] acre of disturbance
a. Provide erosion and sediment contral in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1} TCEQ Small Construction Site Notice Required under ger�era] permit
TXR150040
a} Sign and post at job site
b) Prior to Preconstruction Meeting, send l copy to City Department of
Transportation anc� Pubiic Warks, Enviror►mentai Division, (8l7) 392-
6088.
2} Pra�ide erasian and sediment control in accordance with:
a) Section 3 i 25 00
b) The Drawings
c) TXR15000a General Permit
d} SWl'PP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Poliutant Discharge Flirnznation System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
l) �repare a TCEQ NOI farm and submit ta TCEQ along with required fee
a) Si�n and post at job site
b} Send copy to City Department of Transpartation and Public Works,
Envirorunentai Division, {817) 392-6088.
2} TGEQ Nptice of Change required if making changes or updafes to NOI
3) Provide erosion.and sediment control in accordance with:
a) Section 31 25 00
b} The Drawings
c) TXR150000 General Permit
d} SWPPP
e) TCEQ requirements
4) Once the praject has been completed and all the closeout require�nenis of
TCEQ have been met a TCEQ Notice of 'Termination can be submiEted.
a) Send copy #o City Department of Transportation and Public Works,
�nvironmenta� Division, {8l7) 392-60&8.
1S SUBMITTALS
A. SWPPP
Submit in accordance with Section O1 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of S WPPA to the City
as follows:
l) 1 copy to the City Project Manager
a) City Pro�ect Manager wiil forward to the City Department of
Transportatian and Public Warks, Environmental Division for review
CI"fY OF FQRT WOR"TH Wcst 7th Strcct Fmprovcmcnts
STAI�DARD CONSTI2iJC"I'[ON SPECIFICA"C[OI� [JOCUMEN"t 5 City Project No. 1O1555
Re�ised July l, 2�l l
01 57 13 - 3
STORM WATER POLLUTION PREV�,NTION
Aagc 3 of 3
B. Modified SWPPP
1. lf the SWPPP is re�ised during construction, resubmit modified SWPAA to t�e City
in accordance with Section O1 33 00.
1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED�
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MA[NTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D�
1.10 DEC,IVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.I2 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED�
PART 3 - EXECUT[ON [NOT USEDJ
END O�' SECTION
Re�ision Log
DATE NAME � SUMM�IAY Ol' CIIANG�
C[TY OF FOK'C WORTH Wcst 7th Strcct Impravcmcnts
STAtVDARD CQt�STRUCfION SPECIPICAT[ON DOCUMENTS City Projcct No. 101555
Revised July 1, 20] 1
Dl 58 t3- i
TrMPORARY P1tOJ�.C'1' SiGNAGE
Page 1 of3
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART1- GENERAL
1.1 S.UMMARY
A. Section Includes:
l. Temporary Project Signage Requirements
B. Deviatians from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, hut are nat necessarily limited to:
L Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurerrient and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be aIlowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUSMITTALS �NOT USEDj
1.6 ACTION SUBMITTALS/INFORMATIOIYAL SUSMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS �NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELiVERY, STO[tAGE, AND HANDLING �NOT USEDj
1.11 FIELD �SITE] CONDIT[ONS [NOT USED�
1.12 WARRANTY [NOT USED] �
PART � - PRODUCTS
�.1 OWNER FURN[SHED [ox] OWNER-SUPPLIEDPRODUCTS �NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OP FORT WORTH Wcst 7th Strcct improvements
S"fANDARD CONS'L'RUCTION SPECI!'ICATiON �OCUNfEN"CS City Projcct No. ]01555
Rcviscd July 1, 20] i
015813-2
L'�;Ml'ORARY PROJ�,C'C SIGNAGE
Page 2 oF 3
B. Materials
1. Sign
a. Constructec! of 3/4-inch fir plywood, grade A-C {exterior) or better
2.3 ACCESSORIES [NOT USEQ� �
2.�4 SOURCE QUALITY CONTROL �NOT USED]
PART 3 - EXECUTION
3.I INSTALLERS [NOT USED]
3.2 EXAMINAT�ON �NOT USED�
3.3 PREPARATION �NOT USED]
3.4 INSTALLATION
A. General
l. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request ofthe City.
B. Mpunting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATiON [NOT USED]
3.6 RE-INSTALLATION �NOT USED�
3.i FIELD [ox� SITE QUALITY CONTROL �NOT USED]
3.8 SYSTEM STARTUP [NOT USED�
3.9 ADJUSTINC [NOT USED�
3.10 CLEANING �NOT USED�
3.11 CLOSE4UT ACTIVITiES �NOT US�DJ
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General •
1. Maintenance will include painting and repairs as needed or directed by the City.
3,14 ATTACHMENTS [NOT USED]
END OF SECTION
Cl"CY OF FOR'1� WQK'l�H West 7th Strcct Improvcmcnts
STANDA[iD COt*15TRUCT[O�I SPECIFICA"fION DOCUM�;N:fS City Projcct I�Io. 101555
Re�ised July l, 20I 1
Ol 58 t3-3
TGMPORARY PR07ECT SIC�NAGE
Page 3 of 3
Revision Log
DATE NAML SUMMARY OI�' CI-IANGE
CITY OF FOR'l� WOKTH West 7th Strect improvemcnts
STANDARD CONSTRUC'I�ION SPCCIPICATION DOCUMEN"CS City Projcct IYo. ]0E555
Revised .Tuly l, 20[ 1
oi do oa
PRODUCT RT:'QUiKrMT:NTS
Page ] of 2
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
l. References for Product Requirements and City Standard Products List
B. Deviations fram this City of F'ort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0-- Bidding Requirements, Contract Porms and Conditions of the Contract
2. Division 1— General Requirements
1.� PRIC� AND PAYM�NT PROCEDURES [NOT USED�
I.3 REFERENCES jNOT USEDJ
1.4 ADMCNYSTRATIVE R�QCIIREMENTS
A. A list of City approved products For use is available through the City's website at:
https://apps.fortworthtexas.gov/Pro,�ectResources/ and following the directory path;
02 - Construction Documents/Standard Products List
B. On1y products specifcally included on City's Standard Product List in ihese Contraci
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for. use upon specific
approval by the City.
C. Any speciiic product requirennents in the Contract Docu�x►ents su�ersede sirnilar
products incEuded on the City's Standard ProcEuct List.
1. The City reserves the righi to not allow products to be used for certain projects even
thovgh the product is Iisted on the City's Standard Produet List.
D. Although a specific praduct is included on City's Standard Product List, not ali
products frorn that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
E. See Section Oi 33 00 for su6mittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USEDJ
1.6 ACTION SUBMITTALS/INFORMAT�ONAL SUBMITTALS jNOT USED�
1.7 CLOS�OUT SUBMITTALS [NOT USED�
1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED]
1.9 QUALITY ASSURANCE �NOT USEDJ
CITY pF FOKT WORTH West 7th Strcet Improvemenls
STANDARD CONSTRUCTIOI�F SPrCiPiCATlON DOCUMENTS City Projcct No. 101555
Rcvised March 9, 2020
0 ] 60 O(7
PRODUCT CtEQIiEREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDj
1.11 FIELD [SiTE� CONDITIONS �NOT US�Dj
1.12 WARRANTY [NOT USEDj
PART 2 - PRODUCTS [NOT US�D]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NnME SUMMARY OF CI-IANGL;
10/] 2/l2 F�. Jahnson Modified L.ocation of City's 5tandard Prod�act List
3/9/2020 D.V. Magana Rcmoved reference to Bu��saw and noted that the City appro�ed products list is
acecssihle through the CiEy's website.
CTCY OP FORT WdK'1'H West 7th Street Improvcmcnts
S'1'ANDARD CONSTAUCTION SPECIF[CAT[OTd DpClIME�ITS City Projcct I�lo. 10[555
Rcviscd Mxrch 9, 2020
Dl 6600- I
PRODUC'f S'fORAG� AIVD HANDLING REQUIIi�,MEN�S
Page 1 of 4
SECTCON 01 G6 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.l SUMMARY
A. Section Includes:
1. Scheduling of praduct delivery
2. Packaging of products for delivery
3. Proteciion of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations fram this City of Fort Wortn 5tandard Specification
l. None.
C. Related Specificatian Sections include, but are not necessariiy limited to:
1. Div�sion 0— Bidding Requirements, Contract Farms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this item is considered subsidiary �o the various Items bid.
No separate payment will be allawed for this Item.
]:3 REFERENCES [NOT USED�
1.4 ADMINISTRATIVE REQUIREMENTS �NOT USED�
1.� SUBMITTALS [NOT US�D]
i.6 ACTION SUSMITTALS/IN�ORMATIONAL SUBMITTALS [NOT USEDJ
1.7 CLOSEOUT SUBMI'FTALS [NOT OSED]
1.8 MAINTENANCE MATERIAL SUBMITTALS �NOT USED�
1.9 QUALITY ASSURANCE [N4T USED�
1.1U DELIVCRY AND HANDLINC
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment io receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
For personnel or equipment to receive the delivery.
CITY OF FOR'1' WOItT1 [ Wcst 7th 5trccl ]mprovements
S"1'ANDARD CONS'1'RUCTION SPECI�TCATIQN �OCUMIiNTS City Prajcct No. i O1555
Reviscd July 1, 2011
016600-2
PRODUCT 5'TORAGE ANi� HANDL[NG REQUEREMLNTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's origina] unbroken cartons ar other
containers designed and constructed to protect the contents from physical or
enviranmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
i. Handle products or eqaipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Starage Requirements
l.' Stof•e materiais in accordance with manufacture�•'s recommendatians anc!
requirements of these Specifications.
2. Make necessary pro�isions for safe storage of materials and equipment.
a. Place toose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Wark.
3. Keep materials and equipment neatly and compactIy stored in locations that wilE
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on constructian site for storage of materfa] and
equipment as shown on Drawings, or appro�ed by City's Proj�ct Representative.
5. Provide off-site storage and protection wYten on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's P��oject Representative.
b. Do not �se �awns, grass plots or ather private property for storage purposes without
written permission of owner or ather person in possession or control of pramises.
7. Store in manufactueers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and genera] public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open,
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City. 's Project Representative.
a. Total ]ength which materials may be distrihuted a�ong rou#e oFconstruciion at
one time is 1,OQ0 linear feet, unless otherwise approved in writing by City's
Praject Representative.
C[TY QF FdAT WORTH West 7Fh Street [mpro�cmcnts
ST'ANDARD CO1+iS"I'RUCTIpN SPL;C[FICATIO7�S DOCUMENTS City Projcct No. 101555
Rcvised July I, 201 I '
O16600-3
PRODUCT STOCiA(iE AR�D HA[�TDLING R�QUIREMEN'CS
1'age 3 of 4
1.11 FIELD [SITE� C�NDITIONS (NOT USED�
1.12 WARRANTY [NOT USED�
PART 2 - PRODUCTS [NOT USEDJ
PART 3 - EXECUTION
3.1 INSTALLERS �NOT USED�
3.2 EXAMINATION (NOT USED]
3.3 FREPARATION [NOT USED]
3.4 CRECTION [NOT USEDj
3.5 REPAIR / RESTORATION (NOT USED�
3.6 RE-INSTALLATION �NOT USED�
3.i FI�LD �okj SiTE QUALITY CONTROL
A. Tests and [nspections
1. Inspect all products or equipment deIi�ered to the site prior to untoading.
B. Non-Conforming Work
l. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP �NOT USEDj
3.9 ADJUSTING [NOT USED]
3.10 CLEANING �NOT USED�
3.1I CLOSEOUT ACT[VITIES [NOT USED�
3.12 PROTECTION
A. Protect aIl products or equipment in accordance with manufacturer's written directions.
B. Stor� products or equipment in iacation to avoid physical damage to items while in
storage.
C. Protect equipmenf from exposure to elements and keep tharoughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USEDJ
3.14 ATTACHMENTS �NOT USEDj
END OF SECTION
CITY OF FOR"C WORTH Wesl7th Strcet Improvcmcnts
STANDARD CONS'fRUCTION SPECIF[CATION DOCU�+iCi�1T5 Cily Projcct No. 101555
Revised July I, 2011
O16500-4
PROD[]CT STORAG�. AND EIANDI.,ING REQIl1REMEtdTS
Pagc 4 af 4
Kcvision Log
DATE NAIVIE SUMMAKY OF CHANGE
Ci'1 Y OF FC)[tT WORTH Wcst 7ch Strcct [mproveincnts
S"CAN�ARD CdNS'fRUCT[ON SPP.CIPiCA"C[OR� DOCliMF.,NTS City Projcct No. 101555
Revised ]uly l, 201 I
o i �o oa - �
MOBILIZATION ANi) RI;ivIOBILIZATiOiV
Pagc I of 5
2
3 PART1- GENERAL
SECT[ON O1 '�0 00
MOBILIZAT�ON AND REMOBILIZATION
4 l .1 SUMMARY
5 A. Sectian Includes:
6
7
S
9
lb
I1
12
13
14
IS
16
17
18
]9
20
21
22
23
24
25
26
27
28
zg
30
3I
32
33
34
35
36
37
38
39
40
41
42
�l3
44
45
1. Mobilization and Demobilization
a. Mobilization
1} Transportation of Contractor's personnel, equipment, and operating suppIies
to the Site
2) Establishrnent of necessary general faci[ities for the Contractor's operation
at the Site
3) Prerniums paic! for performance and payment bonds
4) Transportation ofContractor's personnel, equipment, and operatin� sup�lies
to another iocation within the designated Site
5) Relocation of necessary general facilities for the Cor�tractor's operation
from 1 location to another location on the Site.
b. Demohilization
1) Transportation of Cantractot�'s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Retr�oval of a[i buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demabilization do not include activities for s�ecific items of
work that are for which payment is pro�ided elsewllere in the contract.
2. Remo6ilization
a. Remobifization for Suspension of Work specifically required in the Contract
Docurnents or as required by City incluc�es:
i ) Demobilizaeion
a} 1'ransportation of Contractor's personnel, equipment, and operating
supplies from the 5ite including disassembly or temporarily securing
equipment, s�applies, and othet• facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization ,
a} Transportation of Contractor's personnel, equipment, and oper-ating
supplies to the Site necessary to resume the Wot•[c.
b) Establishment of necessary general facilities for the Contractor's
operalion at the Site necessary to resume the Worfc.
3) No Paycnents will be made for:
a) Mobilization and DemobiIization fi-om one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and De�nobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CiTY QP FQRT WORTH West 7th Street [mprovements _
STANDARD CONSTRilCTION SPECIPIGA`I'ION DOCUMEN7'S City Project No_ 101555
Revised Novembcr 22, 2016
ai �000-z
MOBILIZATTQN AND iZEMOBILIZATION
Page 2 of 5
1
2
3
4
5
6
7
8
9
l0
ll
12
13
14
15
I6
17
18
I9
20
1) Mobilization shall consist of the activities and cost on a Wark Order basis
necessary for:
a) Transportation o#�Contractor's p�rsonnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Es�ablishmeni of necessary general facilities for #he Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the acti�ities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the 5ite including disassembly for each issued Work
Order
b) 5�te Clean-up for each issued Wark Order
c) Remo�ai of all buildings ar other facilities assembled at the Site for
each Wor�C Oder
b. Mo6ilization and Demobilization do not include activities for specific items of
work for which paym�ent is provided elsewhere in the contract.
4. Emergency Mobilizations and De�nobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the Gity and the
mobilization occurs within 24 hours of the issuance flf the Work Order.
B, Deviations fram this City of Fort Wotth Standard Specification
1. None.
21 C. Relate� Specification Sections incfude, but are nat necessarily limited to:
22 1. Di�ision 0— Bidding Aequirements, Contrac# Forms and Gonditians af the Contract
23 2. Di�ision 1— General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A, Measure�nent and Payment [Cansult City Department/Di�ision for direction on if
26 Mobilization pay item to be inc]uded or the item should be subsidiary. Include the
27 appropraate Section 1.2 A, l.]
28 ] . Mobilization and Demob�lization
29 a. Measure
30 1) This Item will be measured by the lump sum or each as the work
31 progresses. Mobilization is calculated on the base bid only and will not be
32 paid for separately on any additive alternate items added to the Contract.
33 2) Demobilization shall be consicfered subsidiary to the various bid items.
34 6. Payment
35 1) For this Item, the adjusted Contract amount wiil be calculaied as the total
3b Contract amount ]ess the lump sum for mobiiization. Mobilization shall be
37 made in partial payments as fo[Eows:
38 a) When 1% of the adjusted Contract amount for construction ite�ns is
39 earned, 50% of the mobilization lump sum b.id or of the total Contract
40 amount, whichever is less, will be paid.
41 b) When 5% o�the adjusted Cantract amount for construction Items is
42 earned, 75% of the mobilization lump sum bid or ,: of the total Contract
43 amount, whiche�er is less, will be paid. Previous payments under the Item
44 will be deducted from this amount.
CiTY OF FORT WORTH West 7th Street improvements
STANDARD CONSTRUCTiON SPECiF[CATiOAi DOCTJMENTS City Project IVo_ 1OL555
Rcviscd Novcmbcr 22, 2016 .
Q17000-3
tufOSILiZATION AND REMQBII.IZATiO1V
Page 3 of 5
1 c) When 10% of the adjusted Contract amount for construction items is
2 earned, 100% of the mobilization lump sum bid or � of the total
3 Contract amount, whichever is less, will be paid. Previous payments under
4 the Item will 6e deducted from this amount.
5 d}A bid containing a total for "Mobilizateon" in excess of �% of total
6 cantract shall be considered unbalanced and a cause for consideration
7 of rejection.
8 e) The Lnmp Sum bid for "Mo6ilization — Paving/Drainage" shall NOT
9 include any cost ar sum for mobilization items associated with
10 � water/sewer items. Those costs shall be included in the various
11 water/sewer bid Items. Otherwise tE�e 6id Items shali be considered
12 unbalanced and a cause for consideratian of rejection.
13 � The Lump Sum bid for "Mobilization -- Paving" shall NOT inelude
14 any cost or surn for mobilizaEion items assaciated with drainage i#ems.
15 Those costs shall be included in the "Mobilizat'ron — Drainage" Lump
16 Sum bid Item. Otherwise the bid Items shaii be considered u�baianced
l7 and a cause for consideration of rejection.
l8 g) The Lump Sum bid for "Mobilization — Drainage" shail NOT
19 includc any cost or sum for mobilization items associated with paving
20 items. Those costs sha116e included in the "MobiEizatiox� — Paving"
21 Lump Sum bid Item. Otherwise the bid Items shall be considered
22 unbalanced and a cause for consideration of rejeetion.
23 2) The worEc performed and materials furnished for demobi�ization in
24 accordance with this Ite�n are subsidiary to the various Items bid and no other
25 compensatian will be allowed.
26 2. Remobilization for sus"pension of Work as specifically required in the Contract
27 Uocuments
28 a. Measurement
29 I) Measurement far this Item shall be per each remobilization performed.
30 b. Payment
3 i 1} The work performed and materials furnished in accordance with this Item
32 and measured as provided under "Measurement" will be paid for at the unit
33 price per each "Specified Remobilization" in accordance with Contract
34 Documents.
35 c. The pr�ce sha11 include:
36 . � 1) Demobilization as described in Section 1.1.A.2.a.1}
37 2) Remobilization as described in Section 1.1.A.2.a.2)
38 d. No payments will be made for standby, id�e time, or lost profits associated this
39 Item.
40 3. Remobilizatian for suspension of Work as required by City
41 a. Measurement and Payment
42 1) This shall be submitted as a Contract Clai�n in accordance with Article 1 D
43 of Section 00 72 00.
44 2) No payments will be made for standby, idle time, or lost profits associated
45 with this Item.
4S 4. Mobilizations and Demobilizations for Misc�4laneous Projects
47 a. Measurement
48 I) Measurement for this Ttem shall be for each Mobilization and
49 Demobilization required by the Contract Documents
CITY OF FOR1' WORTH Wesl 7th 5treet ImprovemenEs
STANDARD CO1�i5TRUCTION SPECIFICATION DOCUMENTS � Ci[y Project 1Vo. 101555
Revised November 22, 20 E h
oi �aao-a
MOBILI7ATTObI AND REMOBiLU_,ATTON
Page A o f 5
1
2
3
4
5
6
7
8
9
lQ
lE
12
13
14
15
16
17
!8
[9
20
21
22
23�
24
25
2G
6. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measu�-ement" wil! be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shal ( not be paid for separately.
c. The price shal l include:
1) Mo6ilization as described in Seclion 1.1.A3.a.1)
2) Demobilization as described in Section 1.1.A.3.a2)
d. No payments will be tnade far standby, idle time, or lost profits associated this
Item,
5. Emergency Mobilizations and Demo6ilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be foc each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Iiem
and measured as provided under "Measurement" w[II be paid for at the unit
price per each "Work Order Ecnergency Mobalization" in accordance with
Contract Documents. Demobilization shall be considered subsidia�y to
mobilization and shall not be paid for separateiy.
c. The price shall include
� 1) MobilizaCion as described in Section 1.I.A.4,a)
2} Demobilization as described in Section 1.].A.3.a.2)
d. No paym�nts will be made for standby, idle time, or lost profits associated this
Item.
27 . 1.3 REFERENCES [NOT [TS�Dj
28 1.4 ADMINISTRATIVE REQUiREMENTS [NOT USED]
29 1.5 SUBMITTALS [NOT USED]
30 1.6 INFORMATIONAL SUSMiTTALS [NOT USED�
3] 1.7 CLOSEOUT SUBMITTALS [NOT C7SED�
32 l.8 MAINTENANCE MATER�AL SUBMITTALS (N�T USED]
33 t.� QUALITY ASSURANCE �NQT US�D�
34 1.10 DELIVERY, STORAGE, AND HANDLiNG �NOT USEDj
35 1.11 FI�LD [SITE� CONDITIONS [NOT USED�
36 1.12 WARRANTY [NOT USED]
CiTY OP FOR'I' WORTII West 7lh Street Impro�ements
STATiT)AKD CONS'[R[3CTipN SPT;C[I�CCA`1'[OlV DDCUMrNT5 City Project Na 101555
R�vfscd November 22, 2016
oi �000-s
MDBILT7.ATiO�T AND REMOBILI7..ATiON
Pagc 5 of 5
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
l 1122/16 IVlichacl Owen 1.2 P�-ice and Payment Procedures - Revised specification, including blue tcxt, to
maice specificalion flexihtc far either subsidiary or paid hid item for Mobiiization.
CITY OF FORT WORTH West 7th Street Tmprovements
STANI9ARD CONS'1'RUCTTQ]V SPECIF[CATiONi DOCUMEiV"f5 City Project No. 101555
Reviscd November 22, 2016
�
S�c�io� O� i1 �3.01 � A���c�m��t A
Sur�ey S�al�in� St�nd�rds
February 2017
O:�Specs-5tds Governance Process�Temporary 5pec Files�Capital Delivery\Cap Delivery Div 01\01 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page ] of 22
These procedures are intended to pro�ide a standard method for construction staking ser�ices
associated with the City af Fort Worth projects. These are not to be considered alf inclusi�e, but only as
a general guideline. Forprojects on TXDOT right-of-way or through joint TXDOT participatian,
adherence to the TXDOT 5urvey Manua! shall be followed and rf a distrepancy arises, the TXDOT
manual shu!! prevail. (http:/lonli_iemanuals.txdot.�ov/txdotmanuals/e�s/es�.udfJ
If you ha�e a unique circumstance, please consult with the project manager, inspector, or survey
department at 8�.7-392-7925.
�a�7�e O� e01'1$@P]'�5
I. City of Fort Worth Contact Information
II. Construction Colors
III. Standard 5taking 5upplies
IV. Sur�ey Equipment, Control, and Datum Standards
V. Water Staking
VI. Sanitary Sewer Staking
VIL Storm 5#aking
VIlI. Curb and Gutter 5taking
IX. Cut 5heets
X. As-built Sur�ey
O:�Specs-5tds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap �eli�ery Div 01�0�. 71
23.15.01_Attachmeni A_5urvey Staking Standards.docx
Page 2 af 22
I. Sur�+eb �epartmenf Con_�ac� In��rma�ion
Physical and mailing adclress:
8851 Camp Bowie West Boulevard
Suite 30D
Fort Wo�th, Texas 76116
Office: (817) 392-7925
5urvey 5uperintendent, direct line: (817j 392-8971
4
tl. Cor�sfiruc�ion Colors
The following colors shall be used for staking or identifying features in the field. This
inclucfes flagging, paint of laths/stakes, paint of hubs, and any iden�ification such as pin flags
if necessary.
Ut�lity Color
PROPOSED EXCAVATION WHITE
ALL ELECTRIC AND C011lDUIT$ ' I�-�';n�
POTA$LE WATER
GA5 �R OIL YE�LiiV4'
TELEPHONE/FIBER OPTIC �1�k�k�LiE
SURVEY CONTROL POINTS, BENCNMARKS, u
PROPERTY CORNERS, RIGHT-OF-WAYS, AND ��h1K
ALL PAVING INCLUDING CURB, SIQEWALK, BUILDING CORNERS
SAf�ITARYSEWER ;'� �`
IRRIGATION Af�D R�CLAIMED WATER _,. _.
Ill. Siandard S�aking Supplies
ltem Niinimum size
Lath/5take 36" tall
Wooden Hub (2"x2" min. square preferredj 6" tall
Pin Flags (2.5" x 3.5" preferred} 21" long
� Guard S#alces Not required
PK or Mag nails 1" long
Iron Rods (1/2" or greater diameterj 18" long
Survey Marking Paint Water-6ased
Flagging 1" wide
Marking Whiskers (feathers) 6" long
Tacks (for marking hu�s) 3/4° long
O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div 01�01 71
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Page 3 of 22
IV. Sur�+e� �quipment, Control, and Da�um Standards
A. City BenchmarkS
Alf city benchmarks can be found here: httn://fortworthtexas.�o�iitsolu#ionslGlS�
Look for `Zoning Maps'. Under `Layers' , expand 'Basemap Layers', and check on
`Benchmarks'.
B. Cvn�entional or Robotic Total Station Equipment
I. A minimum of a 10 aro-second instrument is required.
I1. A copy of the latest calibration report may be requested by the City at any time.
It is recommended that an instrument be calibrated by certified technician at
least 1 occurrence every 6 months.
C. Networlc/V.R.S. and 5#atic GPS Equiprnent
I. It is critical that the sur�eyor verify the correct horizontal and �ertical datum
prior tommencing wark. A site calibration may be required and shal� consist of
at least 4 control points spaced e�enly apart and in �arying quadrants.
Additional field checks of the horizontaf and vertica! accuracies shall be
completed and the City may ask for a copy of the calibration report at any time.
Il. Network GPS such as the Western Data Systems or SmartNet systems may be
used for staking of property/R.O.W, forced-main water lines, and rough-grade
only. No GpS stakin,� for contrete, sanitary sewer, storm drain, fina! �rade or
an hing that needs �►ertical, �:rading with a tolerance of,0.25' or fess is
allowed.
D. Control Points Set
�
All control points set shall #�e accompanied by a lath with the appropriate
Northing, Easting, and Elevation (if applicablej of the point set. Cantrof points
can #�e set rebar, `X' in concrete, or any other appropriate item with a stable
base and of a semi-permanent nature. A rei�ar cap is optional, but preferred if
the cap is marked `controf point' or similar wording.
Datasheets are required for alf control points set.
Datasheet should incfude:
A. Horizontaf and Vertica! Datum used, Examp]e: N.A.d.83, North Central Zone
4202, NAVD SS Elevations
8. Grid or ground distance. — Ifground, pro�ide scale factor used and base
point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O
C. Geoid model used, Example: GEOIDI2A
0:�5pecs-Stds Gavernance Process�Temporary Spec Files�CapitaE Deli�ery�Cap Delivery Di� 01�Q1 71
23.1fiA1_At#achment A_Sur�ey Staking 5tandards.docx
Page 4 0� 22
E. Preferred Grid Datum
Although many plan sets can be in surface coardinates, the City's preferred grid datum
is listed below. Careful consideration must be taken to verify what datum each project is
in priar to beginning work. Et is essential the surveyor be familiar with coordinate
transformations and haw a grid/surface/assumed coordinate system affect a project.
Proiected Coordinate
5ystem: NAD_�983_StatePlane_Texas_North_Central_FIPS_4202_Feet
Projection: Lambert_Conformal_Conic
Fa Ise_Ea st ing: 19fi8500.00fl00000
Fa Ise_No rth i ng: 656166fi.65666667
Central Meridian: -98.50000�00
5tandard ParaHel 1: 32.13�33333
Stanciard Parallel 2: 33.96666657
Latitude_Of_Origi n: 31.66666667
Linear Unit: Foot US
Geographic Coordina#e 5ystem: GC5_North_American_1.98�
Datum: D IVorth American 1983
Prime Meridian: Greenwich
Angufar Unit: Degree
Note: Regardless of what datum each parti�ular project is in, deHverables to the City
must be converted/translated into this preferred grid datum. � copy of the deliverabie
should be in the project datum (whate�er it may be) and 1 copy should be in the NAD83,
'X North Centra! 4202 zone. 5ee Preferred File Naminq Conventiort below
F. Preferred Deliverable Format
txt .csv .dwg .job
G. Preferred Data Format
P, N,E,Z, D, N
Point Number, Northing, Easting, Elevation, Description, Notes (if applicable)
W. Preferred File Naming Convention
This is the preferred format: City Project Number Description_Datum.csv �
Exam le for a ro'ect t�at has surface cnordinates which must be translated:
File 1: C1234 As-built a# Water on Main Street_Grid NAD83 TXSP 4202.csv
O:�Specs-Stds Governance Process�Ternporary Spec Files�Capital Delivery�Cap Delivery Div 01�01 71
23.16.01_Attachment ATS�rvey 5taking Standards.docx
Page 5 of 22
File 2: C1234_As-built of Water on Main Street_Project Spetific Datum.csv
�xam ie Can�rol Stal�es
Q:�Specs-Stds Governance Proeess�Temporary 5pec Files�Capital Deli�ery�Cap Delivery C?i� 01\01 71
, 23.16.Q1_Atfachment A_Survey 5taking Standards.docx
Page 6 of 22
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23.16.01_Attachment A_5urvey Staking 5tandards.docx
Page 7 of 22
A. Centerline Staking — Straight Line Tangents
I. Offset lath/stakes every 200' on even stations
Il. Painted bfue lath/stake only, no hub is rec�uired
111. GratEe is to top of pipe (T/P) for 12" diameter pipes or smalier
IV. Grade to flow line (�/L) far 16" and larger diameter pipes
V. Grad� shQuld be 3.5D' below #he proposed top of curb line for 10" and smaller
diameter pipes
VI. Grade shauld be 4A0' below the proposed top of curb line for 12" and larger
diameter pipes
VII. Cut Sheets are required an afl staking and a copy can be received from the
surveysuperintendent
Optional: Actua! stakes shall consist of a 60D narl or hub set with a whisker
B. Center4ine Staking - Cur�es
I. lf arc fength is greater ti�an 1Q0', PQC (Point of Cur�aturej ofFset stakes should
be set at a 25' interval
II. Same grading guidelines as abo�e
III. Staking of radius points of greater than 100' may be omi#ted
C. Water Meter Boxes �
I. 7.0' perpendicular offset is preferred to the center of the box
II. Center of the meter should be 3.0' behind the proposed face af curb
III. Meter should be staked a minimum of 4.5' away from the edge pf a dri�eway
IV. Grade is to top of box.and should be +p.06' higher than the proposec! top of
curb un[ess shown otherwise on the plans
D. Fire Hydrants
I. Center af Hydrant shpuld be 3.0' behind proposed face of curb
II. Sur�ey offset stake shauld be 7.0' from the center and perpendicular to the curb
line orwater main .
III. Grade of hydrants should be +0.30 higher than #he adjacent top of curb
E. Water Val�es & Vaults
I. Offsets should �e perpendicular to the prdppsed water main
II. RIM grades should only be pro�ided if on plans
Example !l4later Stakes
O:�Specs-Stds Go�ernance Process�iemporary Spec Files�Capital Delivery�Cap Delivery Div 01\Ol 71
23.16.01_Attachment A_Survey 5tafcing 5tandards.docx
Page 8 of 22
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0:�5pecs-Stds Governance Process�Temporary Spec Files�Capital �elivery�Cap Delivery Div Ol\0171
23.16.01_Attachment A 5urvey Staking Standards.docx
Page 4 of 22
A. Centerline Staking — Straight Line Tangents
{. Inverts shall be field �erified and compared against the plans before staking
II. Fainted green lath/stak� WITH hub and tack or marker dot, na flagging required
Ili. 1 offsei stake between manholes if manholes are 400' or less apart
IV. Offset stakes shouEd be located at e�en distances and perpendicular to the
� centerline
V. Grades will be per pfan and the date of the plans used should be noted
VI. If muftiple lines are at one manhale, each line shall have a cut/fill and direction
nated
VIl. Stakes at e�ery grade break
VIII. Cut sheets are required on a!I staking
Optional: Actua! stakes sha!! consist af a 60l? nai! or hub set with a whisker
B. Centerline Staking — Cur�es
!. If art length is greater than 100', POC (Point af Curvature) offset sta�Ces should
be set at a 25' interval
II. 5taking of radius points of greater than �00' may be omitted
C. Sanitary Sewer Manholes
I. 2 ofFset sta�Ces per manhole forthe purpose of pro�iding alignment to the
contractor
II. Flowline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade should only be on t�e stak� when provided in the plans
O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap 17elivery Div 01�01 71
23.16.D1_Attachment A_Survey Staking Standards.docx
Page 10 of 22
�xarv�ple Sani�ard Se�+ar Stakes
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O:�Specs-5tds Governance Process\Temporary Spec Fiies�Capital Delivery�Cap Deli�ery Div 01�01 71
23.�.6A7_Attachment A_Survey Staking 5tandards.docx
Page 11 of 22 �
l/ll. Sform Sev�er & Inlet Stakin�
A. Centerline"Staking — Straigf�t Line Tangents
I. 1 offset stake e�ery 200' on e�en statians
II. Grades are to flowfine of pipe unless otherwise shown on pians
III. 5takes at e�ery grade "break
IV. Cut sheets are required on all staking
Optianal: Actua! stakes sHal1 consist of a 60D nail or hub set wrth a whisker
8. Centerline Stalcing - Cur�es
!. If arc length is greater fhan 3.Oa', POC (Point of Cur�ature) offset stakes shouid
be set at a 25' inter�al
II. Staking of radius points of greaterthan 140' may be qmitted
C. Storm Drain Inlets
I. Staking dfstances should be measured from end of wing
I1. Standard 10' lnlet = 16.00' total length
III. Recessed 10' Inlet = 20.00' �ota! I�ngth
IV. Standard double 10' inlet = 26.67' total length
V. Recessed double �.0' inlet = 30.67' total length
D. Storm Drain Manholes
I. 2 ofFset stakes per rnanhole for the purpo�e af providing alignment to the
contractor
!I. Fl.owline grade should be on the lath/stake for each flowline and direction noted
III. RIM grade shauld only be on the stake when provided in the plans
O:�Specs-SYds Go�ernance Rrocess�Temporary 5pec FIes�Capital Deli�ery�Cap Defivery Di� 0��01 71
Z3.16.01_A#tachment A_Survey Staking 5tandards.docx
Page 12 of 22
�xample S�orm Inle� S�akes
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STANDARD 'll7' � 16�
REC'ESSER 10' � 2{1'
5TANdARU 6dJBL.E 14' - Pfi.67
FfCE55E6 fJQ416LE 70' � �}8T �._-.
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O:\5pecs-5tds Governance Process�Temporary 5pec Files�Capital Delivery�Cap Delivery Div 01�01 71
23.76.Q1_Attachment A_5urvey Staking 5#andards.docx
Page 13 of 22
!lIII. Curh and Guf�er Stal�ing
A. Centerline Staking — Straight Line Tangents
V. 1 offset stake every 50' on even stations
VI. Grades are to top of curb unless otherwise shown on plans
Vli. Stakes at every grade break
VIII. Cut sheets are required on all s#aking
Optional: Actualstakes shall consist of a 60D nai! or hub set with a whisker
B. Centerline Staking — Cur�es
III. If arc length is greater than 100', POC (Point of Curvature} offset stakes should
be s�t at a 25' inter�al
IV. Staking of radius points of greater than 100' may be omitted
0:�5pecs-5tds Ga�ernance Process�Temporary Spec Files�Capital �elivery�Cap �elivery Di� Q1�0171
23.16.01_Attachment A_Survey SYaking Standards.docx
Page 14 of 22
�xam�nle CurF� � Gutter Siakes
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O:�Specs-5tds Governance Process�Temporary 5pec Files�Capital Delivery�Cap Delivery Div 01�01 7'1
23.16.01_Attachment A_5urvey 5taking 5tendards.docx
Page 15 of 22
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23.15.01_Attachrnent A Survey Staking 5tandards.docx
Page 16 of 22
17�. Cufi Sheets
A. bate of field work
B. 5talcing Method (GPS, total stationj
C. Project Name
D. City Project Number (Example: CQ1234J
.E. Location (Address, cross streets, GP5 coordinatej
F. Survey company nam�
G. Crew chief name
ii. A blants +emplate can be obtained from the survey superintendent �see iten I ab��el
0
Date:
Staking Method: ❑ GP5
LOCATION:
CONS U LTRNTICONTRACTO R
SURVEY CREW INITIALS
Sfar�dard Cifiy Cufi Sheet
City Project
Numher:
Project Name:
❑ TOTAL
STATION
❑ OTHER
AL.� GRADES AR� TO FLOWLiNE OR TOP OF CURB UNL�SS OTH�RWISE NOTED.
PT # STATION OFFSET pESCRIPTION PROP. STAKED _ CUT + F�LL
-LTItRT GF�ADE ELEV.
O:�Specs-5tds Governance Process�Temporary Spec Files�Capital Delivery\Cap Delivery Div 01\01 71
23.16.01 Attaci�rnent A_Sur�ey Staking 5tandards.docx
Page 17 of 22
3�. �s�bui[� 5ur�ey
A. Definition and Purpose
The purpose of an as-built sur�ey is to �erify the asset was installed in the proper location
and grade. Furthermore, the information gathered will be us�d to supplement the City's GIS
data and must be in xhe p�oper format when subrr�itted. See sectron IV.
As-built survey should in�lude the following (additional items may be requested):
Manholes
Tap of pipe elevations every 250 feet
Harizonta! and vertical points of inflection, curvarure, etc. (A!J Frttrngs)
Cathadic protection test statians
Sampling stcrtions
Meter baxes/vaults (AI! siresJ
Frre lrnes
Fire hydrants
Gate valves (rim and tap of nutj
Plugs, stub-outs, dead-end lines
Air Release valves (Manhole rim and vent pipeJ.
Blovu off valves (Manhale rim and valve IrdJ
Pressure plane valves
Cleanrng wyes
Clean outs
Casing prpe (each endJ
Inverts of prpes
Turbo Meters
O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap Delivery DEv 01�01 71
23.1fi.01_Attachment A_Sur�ey Staking 5tandards.docx
Page 1S of 22
8. Example Deli�erable
A hand written red line by #he field surveyor is acceptable in most cases. This should b�
a copy of the plans with the point number r�oted by each asset. If the asset is missing,
then the surveyor should write "N[ i rOU'VD" to notify the City.
0:�5pecs-Stds Governance Process�Temporary Spec Files�Capital Del9uery�Cap Delivery Div p1\Q1 71
23.1b.01 Attachment A_5urvey Staking Standards.docx
Page 14 of 22
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23.16.01_Attachment A_Survey Staking 5tandards.docx
Page 20 of 2Z
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23.16.01_Attachment A_5urvey Staking 5tandards.docx
Page 21 of 22
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23.1fi.01_Attachment A_5urvey Sta3cing Standards.docx
Page 22 of 22
Ob�iously the .csv or .txt file cannot be signed/sealed by a sur�eyor in tk�e �armat
requested. This isjustan example and all this information should be noted when
deli�ered to the City so it is rlear to what coordinate sys#em the data is in.
POINT NO,
1
2
3
4
5
fi
7
$
9
10
11
12
13
14
25
I6
t7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
4Q
41
A2
43
44
45
as
NORTHING
594&257.i89
59A6260.893
69�163(37.349
6946220.582
6946195.23
6946190,528
69A6136.012
6946002.267
6946003.656
6945984.677
69A5986.�73
6945895.077
6945896.591
69n59341R6
6945436.727
6945835.678
59A5817.A88
69h5759.776
E945768.563
69957Q3.31&
fi945723.219
6945682.21
69A5621.902
6945643AC77
6945571.p59
6945539.498
6945519.834
6945417,879
6945456.557
69A5387.356
69h5370.658
&945383.53
6945321.228
fi945319.365
G945292.285
s9asz33.62a
6945206.483
6945142.015
6945113.4A5
69A5049.62
6445041.024
6945038.878
690.5D06.397
6944944.782
6944943.43�
6944860.416
£ASTIPFG ELEV.
2296fl79.1t�5
2296062.141
2296038.306
22R6011.025
2246015.116
229fi�22.721
2295992.115
2295919.133 .
2295933.4?.8
2295880.52
2295869.892
2295860.962
2295862.1$S
2295841.925
2295830.A41
2i95799.707
2295827.011
2295758.643
2295778.424
2295788.392
2295754,394
2295744.22
2295669.471
2295736.�3
2295655.I95
2295667.803
2295619.�19
2295580.27
2295643.145
?,295597.1�1
ZZ956�6.793
2295610.559
z29555i.105
2295539.728
2235570.715
zz9ssaa.ers
2295529.305
2295557.666
2295520.335
229552730.5
224555Z_675
2295552.747
224551fl.135
2295520.635
2295556.479
2295534.397
DESCRlPiIaN
726.09 SSMH RIM
725.668 GV RIM
726.85 GV RIM
723.358 SSMH RiM
722.123 GV RIM
722325 FH
719.A4S WM RIiVi
713.333. WM RINt
713.652 CO RiM
711.b62 SSMH RIM
71Q.04fi N!M 3iIM
707.72 WIY1 RIM
708.205 N!M I21M
709.467 WM R1M
710.084 CO RIFUt
7Q7.774 SSMH RIM
708392 SSMH RIM
711.218 SSN3H RIM
730.086 GV RIiVI
710.631 GV RIM
712.849 GV RiM
71b.686 �NM RIM
723.76 WM RIM
719.737 CO RfM
727.514 55MH RIM
7�9.123 WM RIM
732.fi84 WM R!M
740521 WI+lt R1M
736.451 CO RIAR
740.756 GV RIM
74U.976 GV RI[YI
74Q.408 FH
74b.34 WM RIM
74SJ77 CO RIM
74&A54 WM RIM
749.59 $SfvIH R€M
751.058 WM RIM
750.853 WM RI1Vi
751.871 WM RIiJr
752.257 SSMH RIM
i51.79 WM RIM
757.88 WM AIM
752.615 WM RIM
752.6Q1 WM RIM
752.156 WM I21M
752.986 SSMH RINf
��:t- �
�
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r_.. Y E /1.
., c .
�� ��
'i . �� �..'r.
O:�Specs-Stds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Di� 01�0171
23.16.01_Attachment A_5ur�ey Staking 5tandards.docx
Page 24 0# 24
C. Other preferred as-buift deliverahle
Some vendors f�ave indicated that it is easier to deliver this information in a different
farmat. Below is an exampie spreadsheet that is also acceptaf�ie and can be obtained by
request from tF�e survey superintendent.
O:�Specs-Stds Governance Process�T�mporary Spec Files�Capital Delivery�Cap Delivery Div Dl\p1 71
" 23.�6.01_Attachment A_Survey Staking Standards.dacx '
Page 25 of 25
O:�Specs-5tds Governance Process�Temporary Spec Files�Capital Deli�ery�Cap Delivery Di� 01\01 71
23.16.01_Attachment A_5ur�ey Staking Standards.docx
Page 26 of 26
017123-]
CONS'1'RUC'1'IOFV S'FAKI]VG AND SURVEY
Page l of S
SECTION 0� 71 23
CONSTRUCTION STAKING AND SURVEY
PARTI- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Raquirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specifcation Sec#ions include, but are not necessarily li�nited to:
1. Division 0— Bidding �equirements, ContracE Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PR�CEDURES
A. Measurement and Payment
l . Construction 5taking
a. Measurernent
1) Measurer►�ent for this Item shall be by lump sum.
b. Payment .
1) The work performed and the materials furnished in accordance with this
Item sha11 be paid for at the lump sum price bid for "Construction Staking".
2} Payment for "Construct�on Staking" shall be made in partial payments
prorated by wark completed compared to total work included in the lump
s�m item.
c. The price bid shall include, but not be limited to the following:
�) Veri�cation of control data provided by City.
2) Placement, maintenance and replacement of required stalces and markings
in the field.
3} Preparation and submittal of construction staking documentaiion in the
forrn of "cut sheets" using the City's standard template.
2. Construction Survey
a. Measurement
1) This Itern is considered subsidiary to the various Items bid.
b. Payment
1} The war�C performed and the maierials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As-B�ilt Survey
a. Measurement
1} Measurement for this Item shall be by lurnp sum.
b. Payment
1) The work performed and the materials furnished in accordance with thzs
Item shall be paid for at the ]ump sum price bid for "As-Built Survey".
CITY OP FdRT WORTH Wcst 7in Slrcet Improvements
S'1'ANDARD COAIS'IRUCIION S]'ECIFICA'1'IOM DOClJMSNTS City Yroject IVo. 101555
Revised February 14,2018
D17123-2
CONS7'RUC"r10N STAKINU AND SL3RVEY
Page 2 of 8
2) Payment far "Construction Staking" shal! be made in partial payments
prorated by work completed compared to tota] work included in the lump sum
item.
c. The price 6id shall include, but nat be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Docutnentation and submittal of as-built surr+ey data onto contractor redline
plans and digital survey �les.
1.3 REFERENCES
A. Definitions
1. Construct+on Survev - The su►vey measurements made prior to or while
construction is in progress ta control elevation, horizantal position, dimensions and
configuration of structures/improvements inctuded in the Project Drawings.
2. As-built Survev —The measurements made after ti�e construction af the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Stakirt — The placement of stakes and markings to provide offsets
ar�d elevations to cut and fill in arder to locate on the ground the designed
structureslimpro�ements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survey "Field Checks" — Measurements made after constructian staking is
completed and be%re construction work begins to ens�are that structures marked on
the ground are accurately located per Project Drawings.
B. Technica! References
1. City of Fort Worth — Construction Staking Standards {available on City's Buzzsaw
website) — Ol 71 23.16AI_ Attachment A_Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City's Buzzsaw website),
3. Texas Department of Transpartation (TxDOT) Survey Manual, latest revision
4. Texas Sociefy of Pro%ssional Land S�rveyors (TSPS), Manual of Practice for Land
Surveying in the 5tate of Texas, Category 5
1.4 ADMINISTRATIV� REQUIREMENTS
A. The Contractor's selection af a surveyor must eotnply with Texas Go�ernment
Code 2254 (quali�catians based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section OI 33 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMTTTALS/CN�'ORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
C[TY OF FpRT WORTI [ West 7th Street lmprovements
STANDAftD CONSTRUCTiON SP1iC[PTCATiON DOCUM�:T�TS City Praject I�io_ 10 i 555
Revised Fcbruary 14, ZOtB
a� �� z3-3
CONSTKIJCTION STAKING AND SURVEY
Page 3 of 8
1. Documentation verifying accuracy of field engineering work, including coordinate
canversions if plans do not indicate grid or ground coordinates.
2. Submit "Cut-Sheets" conforming to the standard template provided by th� City
(refer to O l 71 23. ] 6.01 — Attachment A— Survey Staking Standards).
l.i CL45EOUT SUBMITTALS
B. As-built Redlir�e Drawing Submiiial
I. Submit As-Built Survey Redline Drawings docutnenting the locations/elevations of
constructed improvemants signed and sealed by Registered Professional Land
Surveyor (RPLS) responsibfe for the work (refer to O1 71 23.16.01 — Attachment A
— Survey Staking Standards) .
2. Contractor s�all submit the proposed as-b�ailt and completed redline drawing
submittal ona (1} week prior to scheduling the project final inspection for City
review and cominent. Re�isions, if necessary, shall be made to the as-built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS jNOT USED�
1.9 QUALITY ASSURANC�
A. Construction Staking
1. Constructian staking wii] be perfoz-�r�ec� by the Contractor.
2. Coordination
a. Contact City's Project Representati�e at least one week in advance notifying
the City of wi�en Construction Staking is scheduled.
b. It is the Contractor's respons�bility to coordinate staking such that
construction activities are not delayed or negativety impacted.
3. General
a. Contractar is responsible for preser�ing anci maintaining stakes. If City
surveyors are rec�uired fo re-stake for any reason, the Contractor wi]i be
responsible for costs to perform staking. [f in the opinion of the City, a
suffcient number of stakes or markings have been lost, destroyecE dist��rbed or
orr�itted that the cantracted Work cannot take place then the Contz-actor will be
required to stake or re-stake the def cEent areas.
B. Constructiqn Survey
1. Construct�on Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that harizontal and vertical control data established in the
design survey and required for construciion survey is a�ailable and in pIace.
3. General
a. Construction survey will be perforrried in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction meihods oCher than open cut, the Contractor shall perform
construction survey and verify controt dafa including, 6ut not [imited tq the
foilowing:
1) Verifieation that established benchmarks and control are accurate.
CLTY OF FORT WORTFi Wesl 7th Street Improvements
STANDARD CONSTRUCTIOI�' SPI:CIPICATIOIY DOCUMIiNTS City Project Nn. 10 ] 555
Revised February 14, 20I8
O] 7] 23-4
CONS'1'RUCTION STAK[NtiAND SURVEY
Page 4 of 8
2} Use of Benchmarks ta furnish and maintain all reference lines and grades
far tunneling.
3} Use of line and grades to establish the location of the pipe.
4} Submit to the City copies of Field nofesused to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5} Pro�ide access for the City, if requested, to veriFy the guidance system and
the line and grade af the carrier pipe.
b} The Contractor remains fully responsible far the accuracy of the work and
correction of �t, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at eacFt pipe
joinf and submit daily recards to the City.
9) IFthe installaYion does not meet the s�ecified tolerances (as outlined �n
Sections 33 OS 23 and/or 33 OS 24), immediate]y notify the City and correct
the installatiar� in accordance with the Conti-act Documents.
C. As-Built Sur�ey
1. Required As-Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which feat�►res require as-
built sur�eying.
b. It is the Contractor's responsibility to cnnrdinate the as-built survey and
required measurements for items that are to be buried such tha# construction
activities are not delayed or negatively impacted.
c. For sewee mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the locatian during the progress oF
construction and take as-huilt sur�ey after the facility has been buried. The
Contractor is responsible for the quality conYrol needed to ensure accuracy.
3. General
a. Ti�e Contractor shall provide as-huilY sur�ey including the elevation and
locatian (and provide written documentation to the City) of construction
feat�res during the �rogress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and eoardinates for waterlines at the following
]ocations:
{1) Minimum every 250 linear feet, including
{2) Horizontal and ver�ical points of inflection, cur�vature,
etc.
{3) Fire line tee
{4) Plugs, stub-outs, dead-end lines
{5) Casing pipe {each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non-gravity faciiities) at the fo]]owing locations:
(1) Minimum e�ery 250 linear feet and any buried fittings
{2) Horizonta] and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicabte
Cf"I"Y OF FdK'f WORTH West 7th Street Improvements
STANDARD CONSTRUCT[OT3 SPIiCIP[CATIOTI DOCUNtTiidTS City Project No. 101555
Revised Pe6ruary 14, 2a18
01 7] 23 - 5
CONSTRUCTIOIV S'1'AK1NG AND SURVEY
Page 5 of S
The Cantractor shall provide as-built survey including the elevation and
location {and provide written documentation to the City) of construction
features after the construcfion is comp[eted including the following:
1} Manholes
a) Rir►� ar�d flowlane elevations and coordinates for each manhole
2) Water Lines
a} Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes}
d) Fire hydrants
e) Va[ves (gate, butterfly, etc.)
� Air Release valves (Manhole rirri and �ent pipe)
g) Blow off valves (Manhole rim and valve lid}
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevafions and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates f�r each
manhole and junction structure.
4) Stormwater—NotApplicable
1.1Q DEL[VERY, STORAGE, AND HANDLING (NOT US�D]
1.11 FI�LD �SITEJ CONDITIONS [NOT USED�
1.12 WARRANTY
PART 2 - PRO�CICTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points Qf curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a manner to be used throughout constructian.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, iunnels, and other construction.
b. A record af revisions or corrections noted in an arderly manner for refez-ence.
c. A drawing, when required by the client, indicating the hflrizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sh�ets shall be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be abtained frorr� the Survey Superin#endent {817-392-7925}.
S. Digital survey f les in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shape#ile (.shp}
Cl'I'Y OF FORT WORTI{ Wcst 7th Slreet Impravements
STANDARD COIVSTRUCTION SPECITICATIOM DOCIiNEEN"fS City Project Na. ]01555
Revised February 1A, 2018
017123-6
CONS'ERUC"fION S'1'AKENG AND SURVT:Y
Page 6 of S
c. CSV iile (.csv}, formatted wzth k ancl � cno, IiratryS ir sepa �te -,�m�- , s
;tailu:.rt� t']71�3;i�t1 , �i 3':331ab�E}
6. Survey files sha31 include vertical and horizontal data tied to origina[ projcct
control and benchmarks, and shaii include feature descriptions
PART 3 - EXECUTION
3.1 INSTALLERS
A. Tolerances:
The staked location of any improvement or facility should be as accurate as
practical and necessary. The degree of precision required is dependen# on many
factors all of which must remain judgmental. The tolerancas listed hereafter are
basecf on generalities and, under certain circumstances, shall yield to specific
requirements. The surveyor shall assess any situation by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. �ertical
tolerance. Horizantal alignment for earthwork and rough cut should not exceed
1.0 ft. toleranc�.
b. Horizonta] a]ignment on a structure shall be within .O.lft tolerance.
c. Pavang or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be ]ocated within the confines of the site boundaries and,
occasionally, along a boundary or any pther restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than O.OSft. tolerance frorr� #heir specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas ar
easements. Within assigned areas, these utili#ies should be stalced with an
accuracy producing no more than 0.1 ft tolerance from a specified lacation.
e. 'I"he accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be �naintained. Underground and overhead uti]ities on planned profile,
but not depending an gravity flow for performance, shauld not exceed 4.1 ft.
tolerance.
B. Sur�eying instruments shall be I�ept in close adjustment accarding to manufacturer's
specifications or in compliance #o standards. The City reser�es the right to request a
calibration report at any time and reconnmends regular maintenance schedule he
performec� by a certif ed technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3. ].A.
2. Vertical locations shall be established from a pre-established benchmark and
cheeked by closing to a different bench mark on the same datum.
3. Construction survey field work shall correspond to the client's plans. Irregularities
or conflicts found shall be reparted promptly to the City.
4. Revisions, corrections and other pertinent data shall be lo�ged for future reference.
Cl'f Y ON H�OR7' WOCZ'CT [ Wesl 7th Street ]mprovements
STANflARD CDNSTRUC"I'lON SPEC[FICA"f10N DOCUMENTS City Projcct No. 101555
Revised P'ehruary 14, 201$ .
Ol 71 23 - 7
CONSTRUCTION STAKiNG ANA SURVGY
Page 7 0l' 8
3.2 �XAMINATION jNOT USED�
3.3 PREPARATION �NOT USEDj
3.4 APPLICATION
3.� REPAIR / RESTORATION
A, if the Contractor's work damages or destroys one or mo��e of the control
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or rep�aced due to damage
caused during construction operations.
a. Contractar shall perfonm replacements and/or restorations.
b. The City may require at any time a survey "Field Check" af any monurnent
or benchmarks that are set be verified by the City surveyors before further
associated work can rnove forward.
3.6 RE-INSTALLATION �NOT USEDJ
3.7 FIELD [ox] SiTE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification. This includes easements and right of way, if
noted on the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3rd party contracted surveyor are not intended.to
relieve fhe contractor of hislher responsibility for accuracy.
3.9 AD,IUSTING j1VOT USED�
3.10 CLEANING �NOT USEDJ
3.11 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROTECTION jNOT USED�
3.13 MAINTENANCE [NOT USED)
3.14 ATTACHMENTS �NOT USED]
END OF SECTION
Revision Log
CITY OF FORT WOitTH West 7th Street Improvements
STANDARll CONS'I'KUC'CION SPECIFICATION DOCUMENTS City Projecl No. 101555
Rcvised Fcbruxry 14, 2018
017123-5
CONS'CRUC'C[ON STAK[NG AND SURVIsY
Page 8 of 8
�A�F.. NAMF SUMM�IRY OF CHANGE
8/31/2012 D.7ohnson
- Added instruction and mod'afied measuremenl & payment under 1,2; added
8/31/2017 M. Owen definitions and references under 1.3; modiGed 1.6; added l.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2— PRODi1CT5 ;
Added 3.1 lnstallers; added 3.5 Repair/Restoralion; and added 3.8 System Startup.
Removed "blue text"; revised measuremenl and payment seotions for Construction
Staking and As-IIuilt Survey; added refercncc to selectio� compliance with TGC
2/14/ZOl$ Nf Owen 2254; revised action and Closeoul submil€a! requirements; added acceptable depth
measurement crileria; re�ised list oFitems requiring as-built survey "during" and
"after" construction; and revised acceplable digital survey Cle format
CITY OF PORT WORTH West 7th Street Improvements
S'1'ANDAfUJ CONS'I'RUC"f[ON SPECIP[CATEON DOCUMENTS Ciiy Projcct Na. 101555
Revised kcbruxry 14, 2D18
OE7423-1
CLEANI�iG
Pagc 1 of4
�ECTION O1 74 23
CLEANING
PART 1 - GENERAL
i.1 �UMMARY
A. Section Includes:
i, Intermediate and final cleaning for Work nat including special cleaning of closed
systems specified elsewhere
B. Devia�ions from this City of Fort Warth Standard Specification
1. None.
C. Related Specificat�on Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requiremer�ts, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Work associated with this Iterrt is considered subsidiary to the various Items 6id.
Na separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED�
1..4 ADMINISTRATIVE REQUiREMENTS
A. Scheduling
1. Schedu]e cieaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon compietion of Work and �mmediately prior to final
insp�ction.
f.5 SUBMITTALS �NOT USED�
l.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS �NOT USEDJ
1.7 CLOSEOUT SUBMITTALS �NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS �NOT USED]
1..9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLTNG
A. Starage and Handling Requirements
1. Store cleaning products and cleaning wastes in cor�tainers specifically designed for
those materials.
C[TY OP �ORT WOR"1�H West 7lh 5trcet improvements
51'ANDARD CONSTCiUCTION SPIsCIFICA"1'ION DOCUMENTS City Rroject No. ] 01555
Revised July i, 2D11
U17423-2
CLEANING
k'age 2 oF 4
].] 1 FIELD �SITEJ CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT USED�
PART 2 = PRODUCTS
2.1 OWNER-FURNISHED �ou� OWN�R-SUPPLIEDPRODUCTS [N�T USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cteaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED�
2.4 SOURCE QUALITY CONTROL �NOT USEDJ
PART 3 - EXECUTION
3.1 INSTALLERS �NOT USED]
3,2 EXAMINATION �NOT US�DJ
3.3 PREPARATI�N [NOT USEDJ
3.4 APPLICATION �NOT USEDJ
3.� AEPAIA / RESTORATION �NOT USED]
3.b RE-INSTALLATiON [NOT USEDJ
3.7 FIELD [oa] SIT� QUALITY CONTROL [N�T USED]
3.8 SYSTEM STARTUP [NUT US�D�
3.9. ADJUST[NG [N�T USED]
3.10 CLEANING
A. Genera]
1. 1'revent accumulation of wastes that create hazardous canditions.
2. Conduci cleaning and disposal operations to comply with laws and safety orders of
go�erning autharities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved salid waste disposal site.
5. Dispose of nondegradable debris at an appro�ed salid waste disposai site or in an
alternate manner appro�ed by City and regulatory agencies.
Cl"1'Y OF FOR"C WOATH West 7th Street Impravcmcnts
STANDARD CONS"C[ZUC"C10N Si'ECIFCCATION DOCUMENTS City Project No. 1O155S
Revised .Euly 1, 20] l
01 74 23 - 3
CLEAN ItdG
Page 3 of 4
6. Handle materials in a controlied manner with as few handlings as possible.
7. ThoroughIy clean, sweep, wash and polish all Wark and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
af required permanent Work,
9. If project is not cleaned to the satisfaction af the City, the City reserves the right to
have the cleaning completed at the expense af the Contractar.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to h�nder health, safety or convenience of
personnel in existing Faci�ity operations.
2. At maximum weekly intervals, dispose of waste materials, debris and ruhbish.
3. Con�ne consir�ction debris daily in strategicaily located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from constr«ction or operational activities
c. Haul from site at a minimum oF once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Fina] Acceptance.
5. Prior to storm events, thoroughly clean site pf all loose or �nsecured items, which
may become airborne or transported by flowing water during the storm.
G [ntexaor Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, �'ingerprir�ts, labels ar�d other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing anc! mirrors.
4. Folish glossy surfaces to a clear shine.
5. Ventilating systems '
a. Clean permanent f Iters and replace disposable filters if units were operatec�
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Keplace all burned out lamps. �
7. Broom clean proc�ss area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers fram site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along #he roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and �nlets.
CITY OF PORT WOKTE i ' West 7th Street Improvements
STANDARD CONSTRUCTION SPECIF[CA"f10N UOCUMGNTS Ciry Project No. 101555
Revised duly I , 201 ]
0! 7423-4
CLEAtdiAIG
Yage 4 of 4
4, if no Ionger required for maintenance of erosion facitities, and upon appraval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED�
3.12 PROTECTYON [NOT USEDj
3.13 MAINTENANCE �NOT U,SEDJ
3.14 ATTACHMENTS �NUT USED]
�ND OF SECTIQN
Revision Log
DATE NAME SCJMMARY OF CI�ANGF.
C[TY OP POA`f WOR"L'H West 7th Street Improvements
STANDARD CONSTRIICT[OlV SPT;CIPfCAT[�N i}OCUMENTS City Projec[ ido, 101555
Reviscd July 1, 20l 1
O17719-!
CLOSEOU"F RGQUIREiv]EI�TTS
Yagc 1 of 3
SECTiON Ol 77 19
CLOSEOUT REQUIREMENTS
PART1- GENERAL
1.1 �UMMARY
A. 5ection Includes:
1. The proc�dure for closing out a cflntract
B. Deviations from this City of Fort Worth Standard Specifcation
l. None.
C. Related Specification Sections include, but are no� necessarily �imited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— G�neral Requirements
1.2 1'R[CE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Wark associated with this �tem is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED�
1.4 ADMINiSTR.AT[VE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted untii all guarantees, bonds,
certificaies, licenses and affidavits required for Wark or equipment as specified are
satisfactorily filed wtth the City.
B. Release oF Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
I.5 SUBMITTALS
A. Su6mit alI required documentation to City's Project Representative.
CITY OF FOR"C WORTII West 7th Sireet Im�rovements
STANDARD CONSTRUCTIO�I SPGC[I'ICA"I'fON DOCUMENTS City 1'roject No. 1 D 1555
Revised July 1, 2011 ,
017719-2
CLOS�OIJT RP,QUIREMHNTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS �NOT USED)
L7 CLOSEOUT SUBMITTALS [NOT USEDj
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT U,SED�
3.� EXAMiNATIQN [NOT USED]
3.3 PREPARATION �N�T USED]
3.4 CLOSEOUT PRQCEDURE
�1. Prior to reques�ing Final Inspection, submi#:
1. Pr�oject Recard Documents in accordancE with Section O1 7$ 39
2. Operation and Mai�tenat�ce Data, if required, in accordance with Section O 1 78 23
B. Prior to requesting Final Inspection, perfarm final cleaning in accardance with Section
0 l 74 23.
C. FinalInspection
1. After t'inal ciea�ting, provide notice to the City Froject Representative that the Work
is completed.
a. The City will make an initial Fi�a! Inspec#ion with the Contractor present.
b. Upon completion of this inspec�ion, the City will notify the Contractor, in
writing within 10 business days, of arty partfculars in which this inspection
reveals that the Wozk is defecti�e or incomplete.
2. Upon receiving written notice from the City, irrtmediateiy undertake the Wark
required to remedy deficiencies and complete the Work to the satisfaction oFthe
City.
3. Upon comple#ion of Work associated with the items listed in the City's written
natice, inform ti�c City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Finai Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These specia] accessary items incl�ade, bL►t are not ]imited to:
a. SpeciFied spare parts
b. Adequate oiE and grease as required for the �irst lubrication of the equipment
c. Initial fill up of all chemical tanlcs and iuel tanks
d. Light bulbs
e. Fuses
f. Vault ]ceys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Cofnpletion
CI'lY QP POR"P WORTH West 7th Street Empravements
STANpARD CONS'1'RUL'TiON SPECIFTCA'C[ON DOCUMENTS City Projcct No. 101555
Revised luly 1, 201 I
017719-3
CLOS�.OU'I' TtEQUIREM8NT5
Pagc 3 of'3
1. Once the City Project Representati�ve finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet}.
E. 5upporting Docutt�entation
I. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report {if required)
f. Contractor's Evaluation of City
g. Perfot�nance Evaluation of Contractor
E'. Letter of Final Acceptance
l. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accarc�ance with General Conditions, City will issue Letter of
Final Acceptance and release the Pinai Payment Request for payment.
3.5 R�PA[R / RESTORATION [NOT USED�
3.6 RE-INSTALLATION [NOT USEDj
3.7 E`YELD �oxJ SYTE QUALYTY CONTROL [NOT USEDJ
3.8 SYSTEM STARTUP �NOT USED�
3.9 ADJUSTING �NOT USED]
3.10 CLEANINC [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USEDJ
3.14 ATTACHM�NTS [NOT USED�
END OF SECTION
Rcvision Log -
DATF, NAME SUMMARY OF CHANGE
CITY OF FORT WORTE-3 West 7th Strect Improvcmenis
STANDAKD CONSTRUCTION SPrCIPICA�IO�T DOCU�rIENTS City Project Na. 101555
Revised ialy I, 20l l
01 78 23 - I
OPERATION A]VD MAINi'EIVANCE DAT/i
Page ] of 5
SECTION al 78 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
L Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract �
2. Such producis may include, but are not ]imited to:
a. Trafiic Controllers
b. irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
l. Nane.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Cantract
2. Division 1-- General Requirements
1.2 PRICE AND PAYMENT PR�CEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be al�owed for this Item.
1.3 REFERENC�S �NOT USEDJ
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuats in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accardance with Section 01 33 00 . All submittals shall be
approved by the City prior to delivery.
L6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual far use by City personnel.
2. Fonmat
a. Size: 8'/2 inches x 11 inches
b. Paper
1} 40 pound minimum, white, for typed pages
2} Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WdKTH West 7lh 5treet lmpro�eancnts
5"1�ANDARD CONSTRUCTION SPEC[FICATION 170CUMSNTS City Projcct No. k01555
Rev�sod DeceEnber 20, 20E2
(117823-2
OP1iRA"C[dPF AND MAiNTENANCti DATA
Pagc 2 of 5
Cf. ❑CaWITI�S
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-ieaf for each separate product, or each piece of operating
equipment.
1} Provide typed description of product, and major companent par�s of
equipment. �
2) Provide indexed tabs.
£ Cover
1) Identify each vnlume with typed or printed title "OPERATING AND
MA[NTENANCE INSTRUCTIONS".
2) List:
a} Title of Project
b) Identity of separate structure as applicable
c) identity of general subject matter cavered in the manua�
3. Binders
a. Commercia] quafity 3-ring binders with durable and cleanable plastic covers
b. When multiplc binders are used, correlate the data into related consistent
groupings.
4. If avaiEable, provide an electror►ic Form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each valurne, arranged in systematic order
a. Contractor, name of respansible principai, address and telephone number
b. A list of each product required to b.e included, indexed to conte�►t of the volume
c. List, with each product:
E} The r�am�, address and ielephone number of the subcontractor or installer
2} A list of each product requirec! to be included, indexed to content of the
valume �
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data .
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part ir�stalled
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplemer�t produet data with dzawings as necessary to clearly illustrate:
1} Relations of corr�ponent parts of equiprnent and systems
2) Contral and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustraiion of completed installation. .
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product dafa for the particular installation:
a. Organize in cansistent format under s�parate headings for different pracedures.
b. Pro�ide logica] sequence of instructions oieach procedure.
CITY OF FORT WOR'C[ I West 7th Streel ]mprovemenls
S'fANDARD CONSTRUCI'iOR� SPECIPICA'I'ION DOCCJMENTS Gily Pruject Nn. ]01555
Re�ised December 20, 2d12
O1 78 23 - 3
OPGRATIOtV AND MAINTENANCG DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide ir�formation sheet for City personnel giving:
1) Proper procedures in eve�t of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full infarmation an products
i) Catalpg number, size, composition
2) Color and textur� designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
i) Manufacturer's recomrr�endation far types of cleaning agents and methods
2) Ca��tions against cleaning agents and methods which are detrimentaI to
product
3) Recornmended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. 1Vfanufacturer's data, giving full infarmation on products
1) Applicable standards
2) Chemical composition
3) Details of installatian
b. Instructions for inspection, maintenance and repair
D. Manual .for Equipment and Systems
l. Subrr�it 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Descriptiqn of unit and component parts
1) F�anction, nornnal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Sfart-up, break-in, routine and nor.mal operating instructions
2) Regulation, control, stop�ing, shut-down and err�ergency instructions
3) Summer and winter operating instructions
4) Speciat aperating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "troUble shooting"
3} Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lu6ricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of seque�nce af operation by contral manufacturer
1} Predicted life ofparts subject to wear '
2} Items recommended to be stocked as spare parts
g. As installed controt diagrams by controls manufacturer .
h. Each contractor's coordination drawings
1} As ins#alled color coded piping diagrams
CITY OF FOR'1' WORTi I West 7th Street Improvements
STANllARD CONS"IRUCTION SPECIFiCATION DOCUMENiTS Ciiy ProjcctNo. 101555
Keviscd December20, 20i2
Ol 78 23 - 4
OPEAAT[ON AND MAINTEIVANCE DA7'A
Page 4 af 5
i. Charts oi valve tag numbers, with ]ocation and iunction of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommend�ed quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and etectronic system, as appropriate:
a. Description of system and companent parts
l) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Contc-ols
3} Comnnunications
c. As� installed color coded wiring diagrams
d. Operating procedures
] ) Routine and normal.operating instructfons
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1} Roufine operations
2) Guide to "troubae shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance i�lstructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as rec�uired under pertinent Sections of Specifications
4. Prepare and include additional data when tne need for such data becomes apparent
during instruction of City's personne�.
1.7 CLOSEOUT SUSMITTALS (NOT USED�
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED�
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by p�rsonne! with the fallowing criteria:
1. Trained and experienced in maintenance and operation of described products
2. Ski�led as technica] writer to the extent required to comrnur�icate essential data
3. Skilled as draftsman competent ta prepare required drawings
CITY OF FORT WQRTI[ West 7fh Streel [mprovemenis
S'1�ANDARD CONSTRUC'l70N SPIiC[F1CATiON llOCUM13N'rS City Project No_ 10] 555
Rcvised December 20, 2012
a> >s 2� - s
OPERAT[ON AND MAINTCNANCE �A'rA
Yage 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDJ
1.11 �`IELD �SITEJ CONDITIONS [NOT USED�
1.1� WARRANTY [NOT USED�
PART � - PRODUCTS [NOT USED]
PART 3 - �XECUTION [NOT USED]
END OF SECTION
iZevision Log
DATF. NAMF, SUMMARY OF CHANG�
8/3f/2012 D.7ofinson �.5.A.1—titleofsectionremovcd
CITY OF FOR'i' WORTH West 7th Slrect [mprovements
S'1'ANDAIZD CONSTRUCT[Ol\' SPECIFiCATION DOCUIVIEN'1�S City Project lVo. 101555
fteviscd December 20, 2012
01 78 39 - 1
PRO]ECT RECOItD �OCUM�IVTS
Page I of 4
SECTiON Ol �S 39
E'ROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section (ncludes:
1. Work associated with the documenting the project and recording changes ta project
doc��ments, including:
a. Record Drawings
b. Water Meter Service Repo�ts
c. Sanitary Sewer Service Reports
d. Large Water Meter Reparts
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily Iimited to:
1. Division 0— Bidding Requirements, Contract Farms and Condttions of the Cantract
2. Divisian 1— General Requirements
1.� PRICE AND PAYMENT PROCEDURES
A. Measurernent and Payment
1. Wark assaciated with �his [tem is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
I.3 REFERENCES [NOT USED�
1.4 ADMINISTRATIVE REQUIREMENTS �NOT USEDJ
1.5 SUBMITTALS
A. Prior to subrr�itting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT USED�
1.'� CLOSEOUT SUBMITTALS �NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
I. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents rtlay rely reasonably on information obtained from the approved 1'roject
Record Documents.
CI"t'Y OF CORT WORTH West 7th Street Improvements
STANDARll CONSTRUCT[ON SPE:C[FICATIOAE I�OCUMENTS City Projcci No. ] O1555
Revised July l, 2011
01 78 39 - 2
P[t0]F,CT KECORD DQCUMEN"fS
Page 2 of 4
3. To Facilitate accuracy of recards, make entries within 24 hours after receipt of
information that the char�ge has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modifcation of the Work to proceed without lengthy and
expee�si�e site measurement, investigation and examinat�on.
110 STQRAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain thejab set of Record Documents completely protected frorn deterioration
and from loss and cfamage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the everit of loss of recorded data, use means necessary ta again secure the data
to the City's approval.
a. In such case, provide replacements to the standards origina]]y requirec� by the
Contract Documents.
1.11 FIELD [SITE� CONDITIONS [NOT US�DJ
1.1� WARRANTY [NQT USEll]
PART2- PRODUCTS
�.1 OWNER-FURNiSHED [o�] OWNER-SUPPLIED PRODUCTS [NOT USE�]
Z.2 RECORD DOCUMENTS
A. Job set
1. Promptly fallawittg r�ceipt of the Notice to Praceed, secure from the City, at no
charge to the Contractor, l complete set of all Doc�mer�ts comprising the Contract.
� B. Final Record Docutnents
l. At a time nearing the completion of the Wark and prior to Finai Inspection, provide
the City 1 co�nplete set of all Fina] Recard Drawings in the Contract.
2.3 ACCESS�RIES �NOT USEDJ
2.4 SOURCE QUALITY CONTROL �NOT USED]
PART 3 - EXECUTION
31 INSTALLERS �NOT EiSED]
3.2 EXAMINATION [NOT USEDJ
3.3 PREPARATION [NOT USED�
3.4 MAINTENANCE DOCUMENTS
A. Maintenance af Job Set
1. Immediately upon receipt of the job set, identiFy each af the Docurnents with the
title, °RECORD DOCUMENTS - JOB SET°.
C1TY OF FORT WORTII West 7th Streel Tmprovements
STA%1DAEiD CDNSTRUC'CION SPECIFICA"1'lON DOCUiV1EN"fS Cily Project Nn. l O15S5
Re�ised 7uly I , 2011
017839-3
PROJEC'1' RECORll DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract com}�letion time, the probable number of occasions
upon which the jab set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, de�ise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, untii start of Eransfer of data io final Project Record Documsnts.
c. Maintain the job set at the site of wark.
3. Coordination with Construction 5urvey
a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations frorr► Contract Documents.
b. Use an erasable colored pencil {not ink or indelible penc�l), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Cail attention ta t�e eniry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layo�ats
a. In som� cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown sch�matically and are not intended to
portray precise physical layout.
l) Final physical arrangement is determined by tk�� Contractor, subject to the
City's approval.
2) However, design of future rr�odi�cations oithe facility may require
accurate fnformation as to the final physical layout of iteins which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within I
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or noie, the vertical location of the [tem ("under slah", "in
ceiling plenum", "exposed", and the like).
3} Make all identification suffciently descriptive that it may be related
reliably to the Specifcations.
c. The City �nay waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversian serves no useful purpose. However,
do not re�y upon waivers being issued except as specificatly issued in writing
by the City.
B. Fina� Project Record DQcuments
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Recard Drawings to the
corresponding final docurnents, coordinating the changes as required.
b. C�early indicate at each afFected detail and other Drawing a fuIl description of
changes made during construction, and the actual location of items.
CITY OF FORT WORTH West 7th Street Improveiner�ts
STANDARD CONS"fRUCTION SYECIFICA'1'ION DOCEJMENTS City ProjectNo. ]D1555
Re�ised Iu[y I, 20] 1
O17839-4
PROJECT RECORD DOCUMEMTS
Pa�e 4 of 4
c. Cal� attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Ma[�e changes neatly, consistently and with the praper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. if the Documents, other than Drawin�s, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval af the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Dacument is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handiing, and carefully tra�asfer tha change data to the new copy to the approval
af the City.
3.5 REPAIR / RESTORATION �NOT USED�
3.6 RE-INSTALLATION (NOT USED�
3.i Fi�LD [oR� SITE QUALITY C4NTR4L [NUT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADdUSTiNC [NOT USED�
3.10 CLEANING [NOT USED�
3.11 CLOSEOUT ACTIVITIES �NQT USED]
3.12 PROTECTION [NOT US�D]
3.13 MAINTENANCE [NOT USED�
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
ftcvision Log
DATF, NAME Si1MMflRY OF CHANGE
CITY OF FpRT WpRTII West 7th Street Improvements
STANDqRD COidSTRUCTION $PGCIFTCATION DOCUMENTS City Projccl No. ]01555
Revised July l, 20I 1 �
26OS33-1
RACGWAYS AIVD BOXES COR ELEC'fAICAL SYSTEMS
Page 1 of 12
SECTION 26 0� 33
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Furnish and install camplete raceway systems as shown on the Drawings and as
speciiied herein.
B. Deviatians from this City of Fort Worth Standard Speci%cation
1. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
]. Division 0— Bidding Requirements, Contract Farms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 26 OS 43 — Underground Ducts and Raceways for Electrical Systems
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
I. Canduits and Related Hardware, when a bid item for Electrical Facilities exists
a. Measurement
1) This Item is considered subsidiary to Electrical Facilities.
b. Paymeni
I) The wark performed and the materials furnished in accordance with this
Item are subsidiary to Electrical Faciliiies and shall be subsidiary to the
Iump sum price bid for Electrical Facilities, and no other compensation will
be allowed.
?. Conduits and Related Hardware, when no bid item far Electrical Facilities exists
a. � Measurement
1} Measurement for conduit shall be per linear foot of the size, installation
method, and type af conduit installed.
2) Li�nits of ineasurement for condurt are from center to center between
ground boxes or poIes, a combination of the twa or to the termination point.
b. Payment
1) Payment for conduit shall be made at the price bid per ]inear foot of the
size, installation method, and type of conduit instatled.
c. The price. bid st�all include:
l) Installation of Conduit and Related Hardware including, but not limited to:
a) Elbows
b} Couplings -
c) Weatherheads
3. Conduit Boxes, when a bid item for Electrical Facilities exists
a. Measurement
�} This Item is considered subsidiary ta Elec#rical Facilities.
b. Payment
CIT� OF F021' WORTH West 7th Street [mprovemcnts '
STA1�iDARD CONSTRUCT[ON SPECIFICATION DOCUM�:NTS Cily Pro}ect 1Vo. 101555
Revised December 24, 2012
260533-2
RACEWAYS AND BOXES POK �;LECTR[CAi, SYS'fEMS
Page 2 of 12
1) The work performed and the materials furnished in accordance with this
Item are subsicliary to Electrical Facilities and shall be subsidiary ta the
lump sum price bid for Electrical Facilities, and no other compensation will
be allowed.
4. Conduit Boxes, when no bid item for Eleetrical Facilities exists
a. Measurement
1) Measurement for this ltem shall be per each Conduit Box installed per
location of insfallation.
b. Payment
1) The work performed and rriat�rials furnishe� in accordance to this Item
shall be paid for at the unit price bid for "Conduit Box" instailed.
c. The price 6id shall include:
1} Furnishing and installing the Conduit Box
2} Excavation
3} Furnishing, placement and compaction af backfill
4) Ciean-up
1.3 REF�RENCES
A. Reference Standards
1. Refererlce standards cited in this SpeciFcatian refer to the current reference
standard published at the iime of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. American Nationa� Standards Institute, Inc. {ANSI).
a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum
Conduit (ERAC}.
3. National ElectricaI Manufacturers Association (NEMA}.
a. 250, Enclosures for Electrical Equipment {1000 Vo1C Maximum).
b. C$0.1, Electrical Rigid 5teel Conduit.
c. TG2, Electrical Polyvinyl Chloride {PVC} Tubing and Conduit.
d. TC-3, Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and
Tubing.
e. TC-7, Smooth-Walled Coilable Electrical Polyethylene Conduit.
4. Nationa] Fire Protection Association {NFPA)
a. 70 — National Electrical Cade {NEC). .
1} Article 350, Liquidtight Flexible Metal Conduit: Type LFMC.
� 2) Chapter 9, Tables.
S. Underwriters Laboratories (UL)
a. 6, Electrical Rigid Metal Cond�it — Steel.
b. 514B, Conduit, Tubing and Cable Fittings.
c. 651, Standard far Schedule 40 and 80 Rigid PVC Condui�.
B. All equipment co�nponents and coinpleted assemblies specifiecE in this Section of the
Speciiications shall bear the appropriate label of UL.
1.4 ADMINISTRATIVE REQUIREMENTS �NOT USED]
1.5 SUBMITTALS [NOT iJS�Dj
1.5 ACTION SUSMITTALS/INFQRMATIONAL SUBMITTALS
CITY OF �'ORT WOKTH West 7th Strect [mpro�ements
STANDARD CONS'CKUCT{pN SP�C1FiCf1TIOT�1 DOCUMENTS City Project No. 101555
Revised Decembcr 20, 2012
260533-3
RACEWAYS AND BpXFS POR ELECTRICAL SYSTEMS
E'age 3 of 12
A. Product Data
1. Submit to the City, in accordance with Division l, the manufacturers' names and
product designation or catalog numbers of aII materials specified.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURA�iCE
A. Qualifications
1. Manufacturers
� a. Refer to Sp�cification Section 01 60 00 for listing af approved manufacturers
for all materials.
1.10 DELIVERY, STORAGE, AND HANDLINC
A. Storage and Handling Requirements
I. Handling: In accordance with manufacturer's instructions.
2. Starage �
a. In accordance with manufacturer's instructions
b. Not exposed io sunlight
c. Completely covered
3. Materials showing signs ofprevious or jobszte exposure will be rejected.
1.11 FiELD �SITE] CONDITIONS [NOT US�Dj .
1.12 WARRANTY
A. No separate warranty on conduit.
PART 2 - PRODUCTS
�.1 OWNER-FURNISHED [oe] OWNER-SUPPLIED PAODUCTS [NOT USED�
2.2 CONDUIT
A. Liquidtight Steel Flexible Metal Conduit
i , Interlocked steel core
2. PVC jacket rated for 80 degrees Celsius
3. Corr�plies with NEC Article 350
4. Fittings
5. �xtruded from 6063 T-I a21oy
6. Maximum 0.1 percent copper content
7. Conform to:
a. ANSI C80.5
b. UI.,-6
B. Rigid Steel Conduit
1. Hot dip galvanized
2. Threads: Hot galvanized after cutting
CITY OF PORT WORTH West 7th 5treet tmprovements
STANDAAD CONS"1'RLSC'1�[ON SPEC[FICATION DOCUMENTS City ProjectNo_ E01555
Revised December 20, 2012
26 OS 33 - 4
RACP.WAYS AND B07C�5 FOR �,L�,C'1'7t[CAL SYSTEMS
1'age 4 of l2
3. Confortns to:
a. NEMA C80.1
C. Rigid PVC Schedule 80 Conduit
1. Designed for use above ground and underground as described in the NEC
2. Resistant to sunlight
3. UL Labeled
4. Canforms to:
a. NEMA TG2
b. UL 65l
5. Fittings conform to:
a. NEMA TC-3
b. UL 514B
D. Rigid PVC SchecEule 4� Conduit
1. Designed for use underground as described in the NEC
2. Resistant to sunlight
3. UL Labeled.
�. Conforms to:
a. NEMA TG2
b. UL 651
S. Fittings canform to:
a. NEMA TC-3
b. UL 514B
E. High Density Palyethylene (HDPE) Conduit
l. Designed for use underground as described in the NEC
2. Resistant to sunlight
3. UL Labeled .
4. Conforms to:
a. UL b51A
b. UL 651 B
c. NEMA TC-7
F. Raceway Boxes
1. Use: Exposed raceway systems only
2. Boxes for underground systems: Refer to Section 26 45 �E3.
3. Box size
a. Distance between each raceway entry inside the box and the oppasite wall: Not
be less than 6 times the trade size of the [argcst raceway in a row.
b. Distance shall be increased for additional entries by the amount of the sum of
the diameters of all othcr raceway entries in the same row on the same wall of
the box.
c. Each row calculated indi�idually, and the single row that provides the
maximum dis#ance used to size box.
- 2.3 ACCESSORIES
A, Conduit Outlet Bodies
Cl'1'Y Oh' FOR'C WORTI [ West 7th Street ]mpra�ements
STANDARD CONSTRUCTI0�1 SPECIPCCA"CfON llOCUMENTS City Projcct Na. i01555
Kevised Uecember 2Q 2012
abas33-s
RACEWAYS AND BOX�.S FOK ET,�C"[�AICAL SYSTEMS
Page 5 of l2
1. Up to and including 2-1/2 inches
a. Conduit outlet badies ar�d covers: Galvanized steel
b. Captive screw-clamp cover
c. Neoprene gasket
d. Stainless steel screws and clamps
2. Larger than 2-L/2 inches
a. Use junction boxes.
B. Cond�it Hubs
l. Watertight
2. Threaded galvanized stee]
3. Insulaied throat
4. ' Stainless steel grounding screw
C. Grounding Bushings
1. Insulated Iay-in lug grounding bushings
2. Tin-plated copper grounding path
3. [ntegrally molded noncombustible phenolic insulated surfaces rated l50 degrees
Celsius
4. Plastic insert cap each bushing
5. Lug size: Sufficient to accornmodate m�imum ground wire size required by the
NEC for the application
D. Raceway Sealant
1. Use for sealing of raceway hubs, entering ar terminating in boxes or enclosures
where shown or specified
B. Conduit Penetration Seals
L Use for conduit wall and floor seals
F. Conduit and related hardware
]. All polyviny� chloride conduits, including elbows and couplings shall be schedule
40 PVC conduit, con%rming to Federal 5pecification W-C-1094 and Underwriters'
Laboratories, Inc. Standard UL-651. AIl conduit sizes shall be as indicated on the
Drawin�s.
2. Rigid metal conduit shall be steel, hot-dipped galvanized inside and outside.
3. Weather heads shall be made of aluminum and may be the threaded or the clarnp on
type. •
G. Expansior�/Deilection Fittings
I. Use
a. Embedded in concrete
b. Exposed
2. Description
a. Interr�al grounding
b. 4 inch movement
c. Stainless steel/cast iron
H. Expansion Fittings
CITY OF FORT WOKTH West 7th Screet Impravements
S7'AIVDARD CONS'1'RUC'1'ION SYECIFICA'1'ION llOCUMEN7'5 Ciry Project Na. l O1555
Rcviscd Deccmbcr 20, 2012
2b6533-6
RACrWAYS AND C30XTS rOR ELECTR[CAL SYSTEMS
I'age 6 of l2
1. Galvanized steel
2. 8 inch movement
3. Internal grounding
2.4 SOURCE QEJALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS EN�T USED�
3.2 EXAMINATION �NOT USED]
3.3 PAEPARATION [NOT USEDj
3.4 APPLICATION
A. Interface with Other Work
L Coordinate the placement of conduit and related components with oCher trades and
existing installations.
B. Unless shown on the Drawings or specified otherwise, the conduit type installed with
respect to the location shall be as follows:
1. Underground, 1$ inches or more cover: Rigid PVC Schedule 40 or HDPE
2. Undergro�d, less than l8 inches cover: Rigid AVC Schedule SO or HDPE
3. Exposed: Rigid galvanized steel
4. Final connection ta equipment subject to vibration: LiGuidtight Steel Flexible Meta[
Conduit
C. Box Applications
1. Furnish raceway junction, puf[ and terminal baxes with NEMA ratings for the
tocation in which �hey are installed.
2. Exposed switch, receptacle and lighting outlet boxes and conduit fittings:
Galvanized stee!
3. Furnish boxes with factory mounting lugs. Drilling through the back of any box or
enclosure is prohibited
D. Conduit Outlet Bodies Applications
1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used,
except where junction baxes are shown or otherwise specified
2. Conduits larger tlaan 2-1/2 inches: Use junctian boxes
E. Conduit Hub Applications
1. Uraless specifically stated herein or described on the Drawings, all raceways shall
terminate at an outlet with a conduit hub. Locknut or double locknut terminations
will not be permitted.
F. Insulated Grounding Bushing Applications
1. Use: Terminate raceways at bottom entry io pad-mounted electrical equipment or
switchgear, if there is no wall or floor pan on which to anchar or terminate the
raceway.
CI1'Y O!' F'ORT WORTH West 7th Street ]mprovements
S"TANDARD CONSIRUC'CCON SPT:CII'ICATION DOCUMP.NTS City Project No. l O1555
Revised December 20, 20i2 .
26 OS 33 - 7
RACGWAYS AND BOXES FOR C;I.ECTAICAL SYSTGMS
Pagc 7 of ] 2
2. Other raceways: Terminate on enclqslnres with a conduit hub.
3. Grounding bushing caps: Remain on the 6ushing until the wire is ready ta be
pulled.
G. Conduit Fittings Applications
1. Combi�ation expansion def�ection fittings: Install where conduits cross structure
expansion joints, on conduit transitions �rorn underground to above ground, and
where installed in exposed conduit runs such that the distance 6etween expansion-
cEeflection fttings does not exceed I50 feet af conduit run.
2. Expansion iittings: install in lieu of a combination expansion-deflection fitting, on
the exposed side of conduit transitions from underground to above ground, where
the eartY� has been disturbed to a depth of more than 10 feet.
N. Conduit Penetration Seals Applications
I. Conduit wall seals: Use where underground conduits penetrate walls or at other
locations shown on the Drawings
2. Conduit sealing bushings: Use #o seal conduit ends exposed to ihe weather and at
other locations shown on the Drawings
L Conduit Tag Applications
l. Tag all conduits within 1 foot of the entry of equipment, and wal� and t7oor
penetrations.
2. "I'ag al� underground conduits and ducts at all lacations, exiting and entering fram
underground, includi�g manholes and handholes.
J. Raceway Installation
1. No canduit smaller than 1'/4 inch electrical trade size.
2. No more than the equivalent of 3- 90 degree bends in any 1 run.
3. Do not pull wire until the conduit system is complete in all details.
4. Install all underground raceways in accordance with Section 26 OS 43.
5. Where raceways enter or leave the raceway system, where the raceway origin or
termination, could be subjected to the entry of moisture, rain or liquid of any type,
parficularly where the ter�nination of such raceways terrninate in any equipment,.
new or existing at a lower elevation, such raceways shall be tightly sealed, using
watertight sealant (D�seal or equal}, at the higher elevation, both before and after
the instailation of cab2es, such that there shall be no entry of water or maisture ta
the Raceway System at any time. Any damage to new or existfng equipmen�, due to
the entrance of moisture from unsealed raceways, shall be corrected by complete
re�lacement of such equipment, at no cost to the City. Cleaning or drying of such
darriaged equipment will not be acceptable. •
6. Conduit supports, for other than for underground raceways: Space at infervals of 8
feet ar less as required to obtain rigid construction.
7. Single conduits: Support with 1 hole pipe clamps in combinatiox► wit� 1 screw back
plates, to raise conduits fram the surface.
8. Multiple runs of conduits: Supported on trapeze type hangers with horizontal
mem6ers and threaded har�ger rods nat less than 3/$ inch in diameter.
9. Surface mounted panel boxes, junetion boxes, and conduit: Supported by strut to
provide a minimum oF 1/2 inch clearance between wall and equipment.
CITY OP FORT WORTE I West 7th Slrccl Trnprovements
STANDARD CONSTRUCTION SPECIFICATIdN DOCUMEN'PS City Project No. ]D1555
Revised December 20, 2012
260533-$
RACEWAYS ANB BOXTiS POR �,LECTRICAL 5Y5'CEMS
Page S oC ] 2
I0. Conduit hangers: Attach to structural stee] by means qf beam or channel clamps.
Use cancrete inser�s of the spot type where attached to concrete surfaces:
11. Conduits on exposed work
a. Instal[ at right angles to and parallel with the surrounding wall.
b. Confarm ta the farm of the c�iling.
c. No diagona2 runs.
d. Provide cancentric bends in parallel conduit runs.
e. Install conduit perfectly straight and true.
12, Conduits terminated into enclosures: Instalt perpendicu[ar to the walls where
flexible lfquidtight or rigid conduits are required.
a. Do not use short sealtight elbow fittin�s for such terminations, except for
connections to instrumentation transmitters where multipie p�netrations are
required. .
13. Use insulated throat grounding bushings for conduits containing eyuipment
grounding conductors and terminating in boxes. Connect grounding conductors to
the box.
14. Install conduits using threaded fittings. Da not use running threads.
15. PVC conduit: Use glued type conduit fittings.
i6. HDPE conduit: Use fittings by same manuFacturer as conduit.
l7. Liquidtight ffexible steel conduit
a. Primary and secondary of transformers
b. Generator terminations
c. Other equipment where vibration is present
d. Connections to instrumentation transmitters, where multiple penetrations are
required
e. Do not use in other locations.
f. Maximum length: Not greater than that of a factary manufactured long radius
elbow of t�e canduit size being used
g. Maximum bending radius; Not less than that shown in the NEC Chapter 9,
Table 2, "Other Bends".
h. Do not use BX ar�1C type prefabricated cables.
18. Conduits passing through openings in walls or floor slabs: Seat remaining openings
against the passage of flame and smoke.
19. Conduif ends exposed to the weather or corrosive gases: Seal with cancEuit sealing
bushings.
24. Raceways termi�ating in Control Panels or boxes containing electrical equiprnent
a. Do not install to enter fram the top of the panel or box.
b. Seal with a watertight sealant: Duxseal or equa[
21. Conduit
a. TY�e Cqntractor will be required to coordinat� with al] local utility companies,
long distance cammunication companies, City utilities, railroad companies, and
Dig Tess if applicable, #o ascertain exact locations of conflicting underground
services.
b. The location of conduits and ground boxes are diagrammatic only and may be
shifted by the Inspector to accommodate field conditions.
c. Th� rn�imum allowable o�vercut shall be 1 inch (25 mm) in diameter for bores.
CiTY OE FORT WORTH West 7th Strucl improvements
S"1ANDA[tD CdNST'RUCT[bAI SPPCiFiCA'f10N DOCUMGN"f5 Cfly Project No. 1O1555
Rc�ised December 20, 2012
260533-4
RACEWAYS AND BOXES POIt ELEC'1'RICAL SYSTEMS
Page 9 of l2
d. The vertical and horizontal tolerances shall not exceed 18 inc�es {457 mm) as
measured from the intended target point for bores.
e. The use oia pneumatically driven device for punching holes beneath the
pa�er3r�ent (commonly known as a"missile"} wiil not be per�nitted.
f. Conduit instaUed for future use shall have a non-metallic, nyion type pull string
and shall be capped using standard weather tight conduit caps, as appraved by
the Inspector.
g. The Contractar shall place duct seal or foam at the ends of all conduit where
conductors andlor cables are present.
h. New Conduit
1} All underground conduit shall be schedule 40 PVC conduit.
2) All conduit or raceways above ground shall be rigid metal.
3) All conduit and fittiz►gs sha�l be ofthe sizes and types shown on the
Drawings.
4) Each section of conduit shal l bear evidence of apprqval by Underwriter's
Laboratories.
5) Conduit terminating in posts or pedestal bases shail not extend vertically
more than 3 inches above the concrete foundation.
6) Field bends in conduit shall have a minimum radius of 12 diameters of the
nominal size of the concfuit.
7} Exposed vertical conduit shall be galvanized rigid metal, and reamed and
couplings made tight. PVC conduit shall be joined by the solvent--weld
method in accorcfance with the conduit manufacturer's recommendations.
8} No reducer couplings shall be used unless specifically indicated on the
Drawings.
9} Cond�it and fi#tings shall have burrs and rough places smoothed and shall
be clean and free of obstruciions before the cable is installed.
l0) Field cuts shall be made with a hacksaw only, and sk�all be square and true
so that the ends will butt or come togeth�r for the full diameter thereof.
a} In no case shall a cutting iorch be used to cut or join conduit.
11) Slip joints or running ihreads will not be permitted far coupling conduit
unless approved by the [nspector.
12) When a standard coupling cannot be used, an approved union coupling
shall be used and shall provide a water-tight coupling between the conduit.
13} Couplings shall be properly installed to bring their ends of connected
� conduit together to produce a good rigid cannection throughout the entire
length af the conduit run.
14) Where the coating on a rigid me#al conduit run has been damaged in
handling or installation, such damaged parts shall be thoroughly painted
with rust preventive paint.
15) Ends af conduits shali be capped or plugged until installation af the wire is
complete.
16} Upon request by the Inspector, the Contractor shall draw a full-size metal
wire brush, attached by swivel joint to a pull tape, through the metal
conduit to insure that the conduit is clean and free from obstructions.
17) Conduits shall be placed in an open trench at a minimum 24 inches (612
mm) depth below the curb grade in the sidewalk areas, ar ]$ inches (450
mm) below the f nished street grade in the street area.
CITY OP FOA'f WORTI [ West 7th Streel [mprovemenis
STANL3ARD GONS'I�RUCTION SPIiCIF[CA'fION DC)CUMENTS City Project No. E01555
Revised December 20, 2D12
26�533- 10
[iACEWAYS ANq BOXES PdR �LECTRICAL SYSTP.MS
Page 3 0 of 12
18) Conduit placed for concrete encasement shall be secured and supported in
such a manner that the alignment will not be disturbed during p]acement of
the concrete.
a) No concrete shall be placed until all of the conduit ends have been
capped and aIl box openin�s clas�d.
!9) PVC cond�it, which is to be placed under existing pavement, sidewalks,
and driveways, shall be placed by first providing a void through which the
PVC conduit shall be inserted.
a) "Fhe void may be made by boring.
b) iJse oi water or other fluids in cannection with t[te boring operation
will be permitted only to Iubricate cuttings. �
c) Water jetting will not be permitted.
20) If it is determined by the Inspector that it is impractical to place the epnduit
by boring as outlined above due to unforeseen obstructions, written
permission may be granted by the Traffic Services Manager or designee for
the Cantc-actor ta cut the existing pavement.
2 l) Pits for boring shail not be closer than 2 feet (612 mm) to the back of the
curb or the outside edge of the shoulder.
a} The boring method used shail not interfer� with the aperation of streets,
highways, or other facilities, and shall not weaken az- damage any
embankment structure, or pavement.
22) Bact�fil] - Compaction & Density Test for A]] Ditchlines
a) All ditchlines within paving areas of existing and proposed streets and
within 2 feet (b00 rnm) back of curb are to be mechanicaily tatnped.
b) All tamping is to be densiiy controlled ta 90 percent standard proctor
density at optimum moisture content and no greater than 5 percent
optimum or less than 2 percent beiow optimum.
c) All backfill materia] is to b.e seEect native material, C inches (150 mm}
diameter clods and smaller.
d) It is permissible to put backfill in 6 inches to 8 inches (] 50 mm to 400
mrrt) lifts with der�sities being taken for each ] feet (300 mm) of
compacted material on offseiting stations of 50 feet {159 M).
23) �ro�icle adeq�ately bent conduit and �roperly excavate so as to preven#
damage to the conduit or conductor by a bend radius which is too short.
24) All conduit runs shall be continuo�as and �f ihe same material (meta] only
ar PVC only).
25} Wt�ere tying into existing conduit, the Contractor must cor�tinue with the
same material (metal to metal or PVC to PVC}.
26) Each tength of galvanized rigid metal conduit, where used, shall be reamed
and threaded on each end and couplings shall b� made up ti�ht.
27) White-lead paint or equal shall be used on threads of all joints.
28) 1VIetal conduit and fittings shall have the burrs and rough places smoothed.
29} Where the coating on a metal cond�it run Ytas 6een damaged in handling or
installation, such damaged parts si�all be thoroughly painted with rust
pre�entive paint.
Existing Conduit
1} Prior to pulling cable in existing underground conduit, the conduit shai] be
cleaned with a mandrel or cylindrical wire brush and blown out with
compressed air.
CiTY OF FC]RT WORTI [ West 7th 5treet Empro�emenis
STANDARD CONSTRUCTION SPEC4PICAT[C)N DOC�IMENTS Ciry Projcct R�o. 101555
Rcvised December 2Q, 2012
26 05 33-1 1
RACEWAYS AND �30XES FOR ELECTRICAL SYSTEMS
Page l 1 of 12
2) If conduit appears to be blocl�ed, the Contractor shall make an attempt to
ctear the conduit by rodding (The Contractar will not receive exira
compensataon for roddin�}.
3) If the existing conduit cannot be used, the Contractor may be req�aired to
repair and/or replace this conduit as directed by the Engineer.
a) Repair of this conduit will be paid for as "extra work" on a Change
Order.
4) The Inspectar shall be notified prior to disconnection or removal of any
existing cable.
22. Conduits from external sources entering or leaving a muItiple compartment
enclosure: Stub up into the bottom horizontal wireway or other manufacturer
designated area, d�rectly below the vertical section in which the conductors are to
be terminated.
23. Conduits entering from cable iray: Stub into the upper sec#ion.
24. Install conduit sealing and drain fittings in areas designated as NEMA 4X or
NEMA 7.
25. Conduit identif cation platens
a. Install on all power, instrumeniation, alarm and control conduits at each enc� of
the run and at intermediate junction boxes and manholes.
b. Irastail conduit plates before conductors are pulIed in#o conduits.
c. Coordinate exact identification plafe location with the City at the time af
instai]ation to provide uniformity of placement and ease of reading.
26. Pull mandrels through alI existing conduits that will be reused and through all new
conduits 2 inches in diameter and larger prior to installing conductors.
27. Install 3/16 inch polypropylene pull lines in all new cor�duits noted as spares or
designated %r future equipment.
28. Install conduit to drain away from the equipment served. If canduit drainage is not
possibfe, use conduit seals to pIug the conduits at the point of attachment to the
equipment _
29. Route conduits to avoid crossing pipe shafts, access ha#ches ar vent duct openings,
present or future, in floor or cei�ing construction.
30. Do not use running threads.
31. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated
spaces, or cold air plenums: Sealed with watertight seala�t: Duxseal or equal
32. Locate conduits a minimum of 3 inches from stearn or hot waier piping.
a. Where crossings are unavoidable, locate conduit at least 1 inch from the
covering of the pipe crossed.
33. Conduits terminating at a cable tray
a. Support independently from the cable tray.
b. Provide conduit support within 1-feet of the cable tray.
c. Weight of t�e conduit not supported by cab�e tray
3.5 REPAIR / RESTORATION [NOT US�DJ
3.b R�-INSTALLATI�N [NOT USED]
3.7 FIELD �oe� SITE QUALITY CONTROL (NOT USED]
CITY OF FORT WORTH Wesl 7lh Street [mprovernents
STANDARD CbNSTRUCTIOI+i SPECIFICATION DQCUMENTS Ciry Project No. 101555
Revised Uecem6er 20, 2012
26 DS 33 - l2
RACGWAYS AND BOXES FOR ELEC'1'R[CAL SYS'1'�,MS
Pagc 12 of 12
3.$ SYSTEM ,STARTUP [NOT USED�
39 AD.TUSTINC �NOT US�D]
3..10 CLEANTNC [NOT USEDJ
3.i 1 CLOSEOUT ACTIVITIES (NOT USED]
3.12 PROTCCTION [NOT USED]
3.[3 MAINTENANCE [NOT USED�
3.I4 ATTACHMENTS [NOT USED]
END OF SECTiON
Rcvision Log
DATE N11ME SiIMMARY OF CHANGE
CiTY OF FORT WORTH , West 7th Street lmprovements
STANDARD CONSTRUCTION SP�C[PICATION DOCUMI3NTS City Project 1Vo. I O1555
Revised December 2D, 2012
331210-1
WA7'�R S�AVTCES 1-INC:Ci TO 2-iNCi-I
Page 1 of l7
SECTION 33 12 l0
WATER SERV[CES 1-INCH TO 2-I1�FCH
PART1- CENERAL
1.1 SUMMARY
A. 5ection Includes:
Lead-iree I-inch to 2-inch water sen+ice lines fram the water main to the right-of-
way, fittings and water mete�- boxes complete in place, as shown on the D��awings,
directed by the Engineer, and specified herein for:
a. New Water 5ervice
b. New Water Service (Bored)
c. Water Meter Service Relocate �
d. Private Water Service
B. Deviations from this City of Fort Wocth Standard Specifcation
L None.
C. Products [nstalled but not Furnished Under this Section
1. Water meters For various sizes
D. Related Specification Sections indude, but are not necessai�ily limited ta:
i. Division 0-- Bidding Requireznents, Contract Forms and Conditions of the Contract
2. Division i— General Requirements
3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains
4. Section 33 OS 10 — Utiiity Trench Excavation, Embedment and Backfill
5. 5ection 33 l2 25 — Connection to Existing Water Mains
1.2 PRiCE AND PAYMENT PROCEDURES
A. Measurement and Payment
New Water Service
a. Measurement
1) Measurement for this [tem shall be per each new "Water Service" comptete
in place from the tap af the main to the installation of the meter box and
associated appurEenances whez-e the service line is installed by open cut
construction.
b. Payment �
1} The work performed anc� materials furnished in accordance with this Iterr�
and measured as provided under "Measuretnent" will be paid for at the unit
pr-ice bid per each "Watez- Service" installed for:
a) Various sizes
c. The price bid shall include:
1) �'urnishing and insta�ling New Service Line as specified by the Drawings
2) Submitting product data
3) Tapping saddle
4) Corporation stop
CITY OF FOR'I' WORTII West 7�` 5treei Imprpvements
STANDAItD CO�ISTRUGTION SPECIFICA'fEO�T DOCUMEN'fS City Project FVa. l O1555
Aevfsed Febr�ary 14,2017
33 l2 l0 - 2
WATL;R SERViCES I-1TIC[� TO 2-INCH
Page 2 of 17
5) Curb stop
6) Fittings
7) Ser�ice line installed by open cut
8) Connectian to meter
4} Meter Bax and Lid
10) Pavement removal
11) Exca�+ation
] 2) Hauling
13} Disposal of excess material
14) 5urface Restoration associated with Meter Box installation and connect�on,
excluding g►•ass (seeding, sodding or hydro-mulch paid separately)
l5) Clean-up �
16) Disinfection
17} Testing
New Sored Water Ser�ice
a. Measurement
1) Measurement for this Item shall be per each new Water Ser�ice comp�ete in
p[ace fronn the tap o.f the main to the installation of the meter box and
associated appurtenances where the service line is installed by trenchEess
method.
b. Payment �
1) The work perfoemed and materials fuinished in accordance w�th this Itern
and measured as provided under "Measurement" wiii be paid for at the unit
price bid per each "Bored Water Setvice" installed for:
a) Various sizes
c. The'price hid shal] include:
l ) Submitting prnduct data
2) Tapping saddle
3) Carporatior� stop
4) Curb stop
5) Fittings �
6} Se�-vice iine installed by trenchless method
7} Connection to meter �
8) Meter Box and I.�d
9) Pavement removal
l0) Excavation
] 1) Hauling
12) Disposal of excess material
i 3) Surface restoration associated with Meter Box installatEon and connection,
excluding grass {seeding, sodding or hydro-mulch paid separately)
14) Clean-up � �
l5} Disinfection
l6) Testing
3. Water Meter Ser�ice Reconnect
a. Measurement
1) Measurement for this Item sha]] be pet� each Water Meter Ser�ice
Reconnect compl�te in place from public service line connection to pri�ate
service line connection.
b. Payment
CTCY OF FORT WOTZTH West 7�' Sireet Impro�emcnls
STANDARD COIVSTRUCf[ON SPrC1FLCATTpN T]OC[JMENTS City YrojectlVa. 101555
Aev[sed February 1 �1, 2017
3312]0-3
WATER SERVICES 1-iTVCIi TO 2-INCH
Page 3 of 17
1) The work performed in conjunction with reiocation of the meter, associated
private service line, fittings and meter bax 5 feet or less in any dit-ection
from centerline of existing meter location and the materials furnished in
accordance with this item will be paid for at the unit price bid per each
"Water Meter Serv�ce, Reconnection" installed for:
a) Various size of services
c. The price bid shalt include:
1) Fri�+ate ser�ice line
2} Fittings °
3) Private connection to water meter
4) Cor�nect�on to existing private service line
5) Cut and crimp of existing service
6) Removal and Disposal or Salvage of existing 2-inch or smallet� water meter,
as directed by City
7) Pavement removai
8) Excavation
9) Hauling
I.0) Disposal of excess materiai
I 1} Surface restoration for area distur6ed for installation of ineter box,
excluding grass (seeding, sodding or hydro-mulch paid separately)
12) Clean-up
!3) Cleaning
�4) Disinfection
I S) Testing
Private Water Service Relocation
a. Measurement
1} Measurement for this Item shall be per linea�- foot of Private Set�vice
relocation complete in place fram ihe meter 6ox to a connection to the
existing service line on private property.
b. Payment
1) The work performed in conjunctinn with Private Service T.ine instailation
where the mete�• and metei• 6oxes are rnoved more than 5 feek in any
direction from centerkine of existir�g meter location and materials furnished
in accordance with the Item and measured as provided under
"Measurement" will be paid for at the unit price bid per linear foot of
"Private Water Service" performed foi•:
a) Various sezvice sizes
c. The price bid shall include:
i ) Obtaining appropriate permit
2) Obtaining Right of Entry
3) Submitting product data
4) Private se�vice line
5�} Fittings
6} Backflaw pr•eventer, check vaEve, and isnlation valve relocation, if
applicable
7) Connection to existing private service line
8) Pavement removal and repfacement
9) Excavaiion
10) Hauling
CITY OF FORT WORTH Wes[ 7'" 5treet Impravemen[s
STANDARD CON57�RUCTION SPECIPiCA'�[ON DOCUivIEiYTS Cily Project No_ 101555
Re�isecl February t4, 2017
331210-4
WATGR SERVICES I-iNCH TO 2-TNCH
Page 4 of 17
11) Disposal of excess materia]
12) 5urface restaration, exciuding grass (seeding, sodding or hydro-mulch paid
separately)
13) C[ear�-up
14) Cleaning
i S) Disinfection
16) Testing
1.3 REFERENCES
A. Definations
l . New Service
a, installation of new 1-inch to 2-inch Water Ser�ice Line by open cut
construction from the water main to the right-of-way, including corporation
stop, curb stop, fittings and water meter boxes complete in place, as shown on
the Drawings.
2. New Service (Bored}
a. Installation of new 1-inch to 2-inch Water Service Line by trenchless
constructian method from the water main to the right-of-way, including
corporation stop, curb stop, fttings and water rr�eter boxes complete in place, as
shown on the Drawin�s.
3. Meter Service I�econnection
a. Relocation and reconnection of the prEvate service line from an existing meter
to be abandoned and a new meter installed thaC [ies within 5 feet of the existing
m �ter.
4. Private Ser�ice Relocation
a. Relocation and reconnection ofpri�ate service line behind the water meter
where the existing meter to be abandoned and the new meter installed is greater
than 5 feet of'the existing meter. A licensed plumber is required to relocate the
pri�ate service.
5. Lead-fi-ee
a. Lead-free pipes and plumbing firtings and fxtures shall contain less than 0.25
percent lead in accordance with the reduction of Lead in Drinking Water Act
{P.L. 111-380).
B. Reference Standards
1. Reference standards cited in this Specification refer to the cureent referer�ce
standard published at the time oF the latest re�ision date lagged at the end of this
Specifcation, unless a date is specifical�y cited.
Z. ASTM internationa] {ASTM):
a. A48, Standard Specitication for Gray �ron Castings.
b, A536, Standard Specification for Ductile Iron Castings.
c. B$8, Standard Specifcation for Seamless Copper Water Tube.
d. B98, Standard Specif cation for Copper-Silicon Alloy Rod, Bar and Shapes.
e. C131, StandarcE Specification for Resistance ta Degradation of Small-Size
Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.
£ C150, Standard Specification for Portland Cement.
g. C330, Standard Specification for Lightweight Aggregates for Structural
Concrete.
CI"1�Y OF PO[2T WORTII West 7'�' Street Impravemenls
S"fAIVDART7 CONS'CRUCTION SPECIFICAT[OI�I [)DCUMENTS City Yroject No_ 101555
Re�ised i'cbruary 14, 2017
33 t2 10 - 5
WATGR SERVICES l-INCH TO 2-TNCH
Page 5 of 17
h. C857 (RL}, Standat�d Practice for Minirnum Structurai Design Loading for
Underground Px-ecasi Concrete Utility Structures
i. DS83, Standard Terminology Relating to Plastics.
j. D1693, Standard Test Meti�od far Environrr►ental Stress-Ci•acking of Ethylene
Plastics
3. Annerican Water Works Association (AWWA):
a. C700, Cold-Water Meters - Displacement 7"ype, Bronze Main Case.
b. C800, Underground Service Line Va��es and Fittings.
4. NSF International ,{NSF):
a. 61, Drinking Water System Components - Health Effects.
5. Reductton of Lead in Drinking Water Act
�. Public Law 111-380 (P.L. 111-380}
6. General Ser�ices Adminis#ration (GSA):
a. 1ZR-F-62IE, Frames, Covers, Gratings, S#eps, 5ump and Catch Basin, Manhole
1.4 ADMINISTRATIVE REQUIREM�NTS
A. 5cheduling
1. Provide advance notice for service interruptions and meet requirements of Division
0 and Division 1.
1.5 SUSM�TTAL�
A. Subrr�ittals shal] be in accordance with Section O1 33 00.
B. Al[ submittals shall6e approved by the City prior to de�ivery.
1.6 ACTION SUBMITTALS/IN�'ORMATiONAL SUBM�TTALS
A. Product Data, if applicab[e:
I . Tapping 5addle
2. Corporation stop
3. Curb Stop .
4. Service Line
5. Meter Box
6. Meter Box Lid
B. Certificates and Test Reports
I. Arior #o shipment of any Water Service components, the rnanufacturer shall submit
the following:
a. A Certificate of Adequacy of Design stating that the components to be
furnished comply with all regulatory requirements identified in this Section
including:
1) The Reduction of Lead in Drinking Water Act {P.L. 1] 1-3 80)
2) AWWA C800
3) NSF 61
CITY OF FOIt7' WOCt'1'H West 7�` Street Improvements
5'1'ANDARD CO�(S'IRUCTION SPECEFICATION DOCUMENTS City Project Na. I O1555
Revised February 14, 2V17
33 �z �a-�s
WATER SERViCES 1-INCH TO 2-1NCH
Page 6 of' 17
1.7 CLOS�OUT SUBMiTTALS �NOT USED]
1.8 MA�NTENANCE MATERIAL SUBMITTALS (NOT IJSED]
19 QUAL[TY ASSURANCE
A. Qualifications
l. Manufacturers
a. Water Services shall meet o3� exceed the latesf re�isians afAWWA C800, NSF
61, the Reduction oFLead in Drinking Water Act and shall meet or exceed the
requirements of this Specification. ,
].]0 DELIVERY, STORAGE, AND HANDLING
A. 5torage and Handiing Requirements
1. Protect a31 parts such that no damage or deterioration will occur during a prolonged
delay from the time of shipenent un#il installation is completed and the units and
equiprnent are ready for operation.
2. Protect al! equipment and parts against any damage during a prolonged period at the
site.
3. Prevent plastic and similar brittle items from being directly exposed to sunlight or
extremes in ternperature.
4. Secuee and maintain a location to store the rna�erial in accordance with Section 01
b6 00.
1.I1 FIELD �SiTE� CONDITIONS [NOT U,SED]
i.C2 WARRANTY �NOT US�D�
PART 2 - PRODUCTS
2.l OWNER-FURNISHED PRODUCTS
A. Water rneters For �arious sizes
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Manufacturers
1. Only the manufacturers as listed on the City's Standard Pr-oducis List will be
considered as shown in Section Ol 60 04.
a. The manufacturer �x►ust comply with this Specif cation and related Sections.
2. Any procluct that is not listed on the Standard Products List is considered a
substitution and shall 6e submitted in accordance with SecCion O] 25 00.
3. The Water Services and appurtenances shall be new and thc product of a
manufacturer regu[arly engaged in the manufacturing of Water Ser�ices anc!
appurtenances having similaE• ser�ice ancf size.
B. Description
1. Regulatory Reyuirements
C1TY OF FOCtT WQRTII West 7`� Street ]mpro�ements
STANDARD COrISTRUCT[ON SPECTFIC1ITTON DOCIJMEAiTS City Project No_ l O1555
Revised February 14,20i7
33 i210-7
WATBR SI�RVICES i-INCH `f0 2-INCH
Pagc 7 uf 17
a. All materials shall conform to the Reductio� of Lead in Drenking Water
Act (P.L. 1l 1-380). This Act de�nes "Lead-free" for pipes and other
appurtenances to be iess than 0.25 �erce�nt lead.
b. Water Seivices shall meet or exceed the latest revisions oiAWWA C800 and
shall meet or� exceed the requirements of this Specification.
c. All Wate�• Services components in contact with potable water shall conform to
the requirements af NSF 61.
C. Materials/Design Criteria
Service i,ines
a. Provide Type�K Copper Tubing per ASTM B88.
b. Furnish in the annealed conditions, unless otherwise specifed in the Cant��act
Dacuments.
Service Couplings
a. Fitting Ends
l} Flared Copper Tubing with thread dimensions per AW WA C80Q
2) Provide coupling nuts with a machined bearing skirt of a length equal to the
tubing outer diameter (O.D.).
b. Provide with hexagonai wrench grip cornpatible with the coupling size.
c. Provide lead-free service couplings in accordance with the Reduction of Lead
in Drinking Water Act.
Corporation stops
a. Provide brass castings per AW WA C800 for:
1) Bodies
2) Plugs
3) D washers �
4) Bottom nuts
b. Machining and Fi ' F
1) Provide I 3/4 inch per foot or 0.1458 inch per inch f 0.007 inch per inch
taper of the seating sui-faces for the key and body.
2) Reduce ]arge end of the tapered surface of the key in diameter by chamfer
or tut-ning for a distance that wilI bring the largest end of the seating surface
of the key into the largest diameter of the seating surface of the body.
3) Relieve tapez� seat in the body on the small end.
4) Extend small end of the key there�through to prevenC the wearing of a
shoulder and facilitate proper seating of key.
5) Desi�n key, key nut and washer such that if the key nut is tightened to
failure point, the stem end of the key shall not fracture.
6} Design nut and stem to withstand a turning force on the nut of at least 3
times the necessary effort to properly seat the key without failure in any
manner.
7) Port thraugh carporation stop shal] be full size to eliminate turbulence in
the flow way.
8) Design stop for rotafion abo�t the axis of the flow passageway inside the
following minimum circles in order to properly clear the tapping machine:
a) Two 7/$-inc� for 1-inch cozporation stops
b) Four I 5/16-inch for 1'/z -inch arid 2-inch corporation stops
c. Provide Lead-free corporation stops in accordance with the Reduction of �.ead in
Drinking Water Act.
CITY OF PORT WOiiTFI West 7�' Street Improvements
STANE�ARD COIYSTRUCTION SPECIPIGATION DOCUIVIENTS . Ciry Project t`To. 3 Ot 555
Rcviscd i�cbruary l4, 2017
331210-8
WATER SERVICES 1-iNCFiTO2-INCI[
Page 8 of 17
4. Curb Stops
a. Provide brass castings per AWWA C80�.
b. Val�e plugs shall be:
1 } Cylinder type
2) Plug type, or
3} Ball type
c. Incozporate full flow porting.
d. Pro�ide for ful[ 360 degree plug rotation clockwise ar counter-clockwise.
�. Oeerall Length
I) 3-5116 inch + 11$ inch for 1-inch diameter
2) 4-1/32 inch -� 9.32 for 1-inch diameter
f. Cylindrical Plug Type
1) Provide O-ring seal at top amd bottorrz.
a) O-ring at top only is acceptable if bottom of cw�b stop body is closed.
2) Seals shali be Buna N.
3) 1 O-ring seal shall surraund the outlet port of the ctirb stop and act to
effectiveiy seal in the closed position.
4) Th� port in the plug shall provide a straight through, full size flow way, so
shaped as to elimir�ate turhulence.
5) All waterways shall be smoath and free of burrs or eough aeeas.
6) Design the curb stop to provide ease and accuracy af operation and positi�e
shut-off of water.
g. Tapered Plug Type
1) Pro�ide O-�-ir►g seal at top and bottom.
2) The tapered plug and cylindrical recess in the val�e body shatl be machined
to match within approved manufacturing tolerances.
3) inlet and outlet ports sha[l be sea]ed hy O-rings or combination Teflon U-
shaped seaE rings bac[ced with O-rings.
4) The port in the plug shall provide a straig9�t through, full size flow way, so
shaped as to eliminate turbulence.
5) Ali waterways shall be smooth and free of burrs or rough areas.
6) Design the curb stop to provide ease and accuracy of operation and positi�e
shut-off nf water.
h. Ball Plug Type
1) Provide double O-ring sea[s on the stem.
2) The ball shall seal against rubber rings mour�ted in the valve body at tl�e
in[et and outlet ports.
3) The ba11 shall be bronze with a smoath Tefl�n coating.
4) The porr in the plug shall provide a straight #hrough, fi�ll size flow way; so
shaped as to eliminate turbulence.
5) Ai] waterways shall be smooth ar►d free of burrs or rough areas.
i. Provide l.ead-free cui•b stops in accordance with the Reduction of Lead in
Drinking Water Act.
5. St�•aight Adapters
a. Brass castings and threads per AWWA C800
b. Provide lead-free st�•aight adapters in accot•dance with the Reduction of Lead in
Drinking Wat�r Act.
6. Three Part Copper LTnions
a. Brass caskings and threads per AWWA C800
CITY OF FORT WOItT]I West 7�' Street Improvcmcnls
STANDAR� CDNSTR[JCT[ON SPECIF[CATION DDCUMEN'f5 City Project No. l O1555
Revised February 14, 2017
33 l2 l0 - 9
WATER SF:KVICES 1-INCH TO 2-INCH
Page 4 oF 17
h. Provide lead-free Three Part Copper Unions in acco��dance with the Reduction
of Lead in Drinking Watei• Act.
7. S�raight Meter Coupt�ngs
a. Brass castings per AWWA C800
b. Threads per AWWA C700
c. Tailpiece with outside iron pipe thread
d. Chamfer corners on threaded end of ineter nut.
e. Machine inside and outside of tailpiece.
f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of
Lead in Drinking Water �1ct.
8. Branch Connectians
a. Brass castings per AWWA C800
b. Inlet and outlet connections per AWWA C800
c. Provide lead-free branch connections in accordance with the Reduction of Lead
in Drinking Water Act.
9. Service Saddles
a. Castings
1} Brass or Nylon coated ductile iron castings per AWWA CS00
2} Free of porosity with sharp edges removed '
3) Saddle
a) Form to fit firmly against side of maximum diameter of water main
�+ith approximately I SQ degrees wrap around. '
4} Ouklet
a) Design outlet boss far no thread distortion by bending moments.
b) Tapped for taper threaded corporation stop conforming io AWWA
C800.
b. 5traps
1) Cor�form to ASTM B98.
2) Farm flat to fit uniforznly against the wall of the water main.
3) 5ha11 be double straps
4) Rod diameter not less than 5/8 inch flattened to f inch an one side.
5) Straps shall be threacied SIS inch (11-NC-2A) for a distance s�ch that'/z
inch remains after ciamp is fully tightened on the pipe.
6) Chamfer strap ends to protect the starting threads.
7) The threads shall be full and free fram s�►ear.
8) 4-inch and lai•ger pipe shall be in accordance with Section 33 12 25.
c. Nuts
1) B��onze material
a) Same material as straps
2) Dimensions equal to or larger tt�an heavy hexagon nuts
3) Tapped 51$ inch (1 I-NC-2B) �
d. Gaskets
L ) Neoprene ru6ber material
2) Cemented to saddle and positioned to facilitate installatian
10. Brass Flanged Angle Valve
a. For 1'/z-inch and 2-inch services
b. Brass castings per AWWA C800
c. Valve Body with integral outlet flange and inlet wrenching flat
d. Fit together key and body by turning key and reaming body
CITY OF FORT WORTH WesE 7�' Street Improvements
STANDARD CONSTRUC'fION SPECIFTCAT�ON DOCUM�NTS Cily Project Na_ 10i555
Revised February 14, 2017
33 tz ta - �o
WA'C�,R SERV[CES ]-INC�TTO 2-INCIT
Page 10 of ] 7
1) Key with O-ring seal seat at the upper end
2) Lap key and body seat are to conform to corporation stop requirements of
this Specification.
3) The outlet flange shall cantain an O-i�ing seat or a unifoem #lat drop�in
ilange gasket surface.
4) Dropan t7ange gasket surface shall contain gasket retaining grooves m311ed
circular about the axis of #he flange. �
5) 'I"he size oFthe outlet flange and the diameter and spacing ofthe bolt holes
shall conforcn to AWWA C700.
6) The f7ange on 2-inch angle val�es shall be double drilled to permit
connection to 1 '/2 -inch meters.
7} The inlet port of the valve sha11 be tapered to conform to AWWA C800
taper pipe th�-�ad.
$) The key cap shall inGlude a weenching tee marked with a raised or i-ecessed
arrow to show whether the �alve is open ar cEosed.
9) Va]�e Assembly (main bady, key, key cap)
a) Brass material per AWWA C800
b) O-ring seal on the top of the l�ey between the key and body seat
c) Key cap shall complete the assembly by attaching to the key by means
of a strong branze pin with phosphor bronze spring washer(s)
depressecf between the key cap and the top of the valve main body.
d) Provide r�vith padlock wings for [ocking the va[ve in the ciosed position.
e) There shall be a uniform application of cold water �alve grease
between the body and the key.
� T'he valve shall 6e capable of 6eing easily o�ened and stopping lugs.
g) The waterway through the valve shall be smooth and rounded for
minimum pressure loss, and shall be free of burrs or fins.
h) The �alve shail be strong, well designed, neat in app�arance, water-
tight. and entirely adequate for the intended pu�pose.
i) Provide with either a high quality rubber drop-in gasket or an O-ring
seal depending on tha manufacturer's flange sea] surface c�esign choice.
e. Provide lead-free brass flanged angEe �alves in accordance with the Reduction
of Lead in Drinlcing Water Act.
11. Meter Boxes shall:
a. Be constructed of:
]) Po[yrner, blacic polyet3tylene materia] as defned in ASTM D883.
a) Minimum wall thickness of 3/8-inch throughout with no blowing
agents or foaming plastics
b} Body shall be black throughout, blended at the time of manufacture,
and shall ha�e a mofded recyc[ed emblem with a minimum of 35
percent Post industrial/ Are Con'sumer RecycEed Content- �erified with
a Leed Product Documentation.
c) Have a tensile strength greater than 17Q0 pouncis per square inch (psi).
d} Smooth edges and corners and be free from sharp edges so the unit can
be handled safely witho�it gloves.
e) Exterior free from seams or parting li�es.
� Have crush resistant ribbing aEang the outside of the box.
g) Ha�e a flange around the ]id opening to help.prevent settling and aide
in adjustment to gr�ade.
CITY OF FORT WORTIi Wcst 7'� Street [mpro�ements
STANDARD CONS"fRiJCTTON SPECTFTCATCON DOCUMEN7'S City ProjcclNo. 1�1555
Re�ised February l4, 2017
33 12 10 - l 1
WATER 5@ItVICL:S 1-iNCH TO 2-TNCI I
Page 1 I of 17
h) Not to be installed in�roadway— designed to withstand loading in non-
defiberate and incidental traffic only.
2) Cor�crete
a) Frame ofNo. 6 gauge wiE•e welded closed
b) "Cype I or Type II Portland cement, in accordance with ASTM C150,
portioned with tightweight aggregate, in accordance with ASTM C330
(1) Percentage of wear not to exceed 40 per ASTM C 131
(2} Min�mum 2$ day compressive stt�engt� oF3,000 psi
b. Be able to withstand a minimum 15,000 paunds ve�-tical load
c. Withstand a minimum 400 pounds sidewall load.
d. Have pipe holes measuring a minimum of 2-1/2" x 3-1f4".
e. I-inch Standard Meter Box {Class A)
1) For use with services utilizing 5/8-inch x 3/4-inch,'/4-inch or L-inch meter
5ingle o�• Dual service meter.
2) Polymer
a) S�ze: working of not iess than 10 inches x 16 inches, 1 Z inches high
3) Concrete
a) Size: working area nok less than 10-inches x 16-inches, i 2 inches high
f. 2-inch Standard Meier Sox {Class C)
1) For use with se�vices utilizing 1-I/2-inch or 2-inch Single ser�vice meter.
2) Polymer
a) Size: working a��ea not less than 14-inches x 28-inches, 12 inches high
3) Concrete
a) Size: working area not less than 1 S-inches x 26-I/2-inches, � 2 inches
high
g. Bullhead Standard Meter Box (C1ass B)
1} For use with services utilizang two S/8-inch x 3/-inch or 3/4-inch or I-inch
Single service meier.
2} Polymer
a} Size: working area not less than 15-inches x 18-inches, 12 inches high
3) Cancret�
a) Size: working area not less than 15-inches x] 8-inches, 12 inches high
12. Meter Box Lid
a. Meter Box Lids Shall:
1) Be solid throughout with reinforcing ribs.
2) Have City ofFort Worth `Mol�y' logo molded into the iid.
3) Bear the Manufacturer's i5 (name or logo) and Cauntry of Origin.
4) Be designed both with and without AMI receptacles
S) Have a molded tread-p9ate
6) Seat securely and evenly inside the meker box and shafl not overlap the top
edge of the meter box.
7) Have a molded pick bar for use by meter reading tool.
8) Have Automated Meter Infrastructure {AM[) snap locking slide mounts foc
number of ineters/endpoints associated with meter box
9) Have an opening to accept ihe AM[ end-point. Opening shall accommodate
an endpoint with a 1-7/8 inches diameter.
10) Have recessed AMi end point area, to alleviate a trip hazard, centered over
AMi slide mount. Recess area should be 4-1/2 inches in diameter and 3/8"
deep.
CITY OF FQR"C WORTIi West 7�` Street impruvements
S'tA1Vi�AILD CONSTRUCTION SYrC1FICATiON DOCUMEIVTS Ciry Project No. 101555
Re�ised Fehruary 14, 2017
331210-]2
WA"fER SF..HViCES l-I�TCH "['O 2-INCH
I 1) Have built-in anti-flotation devices.
Pagc 12 of f 7
b. Cast Iron or Duciile Iron
1} Lids iar Concrete Metez� Boxes shaiE be constructed out of a cast iron and
meet RRF-b21 specification.
2) Shall withstand a minimum �ertical load of i 5,000 pounds
3) Coat castings with a bituminous ernulsified asphalt unless otherwise
sp�cifiec! in the Contract Docurnents, ground srnooth, and cleaned wit� shot
blasting, to get a uniform qua[ity fi-ee from strength defects and distot-tions.
4} Dimensions shall be within industry standards offl/l6 inch per faot.
5} Shall hava a plug inserted in to the AMi receptacle to a�oid water entering
through opening until the AMi receptacle is used
6) Be a minimum of 1-3/4 inches thick at reinforcing ribs.
7) Casting weights may vary �5 percent ft-om drawing weight pe�� industry
standards.
c. Plastic(Composite)
I ) The lid shall :
a) Constructed of Engineered Plastic as defined in ASTM D883
( i) Have a molded recycled emblem with a minimum of 50 percent
Post Gonsumer Recycled and 50 percent Post Industriail Pre
Consumer Recyc[ed Content- verified with a Leecf Product
Documentation.
{2} Be designed ta #it a concrete box/cast iron box in retrofit
installations.
(3) Have a tensile strength greater than 170p psi.
(4) Have a`knock-out" plug to accept the AMI end- point. Knock-out
diameter shall be 1-718 inch diameter. A removable plug may be
substituted for the knocic-out plug.
(5) Se constructed out of a compasite mate�-ia[ b[end for ma�cimum
durability and corrosion resistance.
{6) Be b[ack throughout with no blowing agents or foaming plastics
(7) Smooth edges and corners and be free from sharp edges so the unit
can be handled safely without gio�es.
(S) Exterior free #rom seams or parting lines.
(9} Have a molded tread-pattern- tread dimensions shatl be , I 88-inch x
.938-inch x .156-inch deep.
( l0) Have "City of Forf Worth" modded into the lid.
{11) Have "Water Meter" molded into the [id- Font shall be standard
Fadal CNC font with l-inch characters x.150-inch deep.
{ 12) Have a molded pick hole pocket- dimensions shall be 3-inch x
9116-inch x Thru Hole with 3/16-inch 304 stainless steel rad.
(13) Have 2 pieces of Yz-inch rebar located in lid pockets far
locatability as sho�vn in Drawings.
(14) Nave location capa6ility using metal detectot•.
6) Dorraestic Manufacture Only-Made in USA molded on Lid.
c) Not to be installed in roadway or parking area
d} Be designed to withstand H�j 0 loading for non-del�berate and
inciden#a! t�affic only as .
e} Ha�e ultraviolet prntection.
2) 1-inch Standard Plastic Meter Box Lid (C[ass A)
C[TY QP FUR"I' WORTH West 7�' Strcci Impraeements
STANF]ARD CONSTRUi"1'ION SVP.CIFTCATiOTT T)OCUMENTS City Yruject Na. 101555
Revised Pebruary I 4, 2017
33 12 ]0 - 13
WATER SERVICES 1-INICII TO 2-INCI�
E"age l3 of 17
a} For use with services utilizing 5/8-inch x 3/4-inch, 3/a-inch or 1-inc�
meter Single or Dual service meker.
b) 5ize: 1 I-7/8-inch x 17-7/8-inch, 1-1/2 inches high
c) For use with Class A Standard Meter Box.
d} Polymer lid shall seat evenly inside meter box and shal] not overla� the
top edge of the meter box.
3) 2-inch Standard Plastic Meter Box Lid {Class C}
a) For use with services uti]izing 1-i/2-inch or 2-inch Single service
rneter.
b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high
c) For use with Class C Standard Meter 8ox.
d} Polymer �id shall seat evenly inside meter box and shall not overlap the
top ecfge of the meter bax.
4) Bullhead Standa�•d Plastic Meter Box i.id (Class B)
a) For use wiih services utilizing two 5/8-inch x 3/4-inch or'/-inch or I-
inch Single service meter:
b) 5ize: 16-5/8-inch x t 4-5/8-inch, 1-314 inches high
c) Far use with Class B Standard Meter Box.
d} Polymer Lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
13. Horizantal Check Valve
a. Equip 1%z-inch and 2-inch Water Services with a horizontal check valve, with
pipe plug, only if specified in the Drawings.
b. If an existing backflow pr�venter is present, the Contractor is to ]eave it, and is
no# required to provide an additional horizontal check valve.
c. ProvicEe Eead-free horizontal check valves in accordance with the Reduction of
Lead in Drinking Water Act.
l4. Service Marker
a. 3 inch wide, 5�nil blue �vinyl tape
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL
A. Tests and Inspections
l. At the City's optian, the manufacturer shal] be req�ired to provide ce�•tification
records showing conformance of materials, design and testing to these
Specifications.
2. The test procedures shalt conforrn to AWWA C800.
a. fn the e�ent that a chosen valve fails the City's hydrostatic test, the cost oFthe
test shalI be at the expense of the supplier.
b. Proof testing of the remainder of the val�es shall be at the cast and
��esponsibility of the supplier.
c. These tests will be the basis of acceptance ar rejection of the remaindea- of the
shipment by the City.
3. The City reserves the right to select products at random for testing. The failure of
maCerials to conform to Che applicable 5pecifcation may result in the t•ejection of
the entire shipment. .
B. Marking
C1TY OF POftT WOR"E'H
STAAiDAkIJ CONS"I�RIlC'fTON SPEC�FTCA"1'[ON DOCUMENTS
Revised Pebruary l4, 2017
Wesl 7'� Slrce[ Improvements
Cily Project No_ 1Ot555
33 l2 10 - l4
WATER SERVICE$ l-INCH `1�0 2-INCH
Pagc 14 of 17
l. Service saddle castings shall be cEearly marked by letters and numerals cast therenn
showing:
a, Manufacturer's name
b: Type
c. Size of Pipe
PART 3 - EXECUTION
3.1 INSTALE,ERS
A. A licensed p�umber is required for installations on the outlet side ofthe servtce meter.
3.� EXAMINATIQN [NOT USED�
3.3 PREPARATION [NOT USED]
3.4 INSTALLATI�N
A. General
1. Install Water Services and appurtenances in accordance with AWWA C800.
2. Install Water Serv.ice Lines 5 feet north or east of center of Eot frontage an ]o�s 75
feet or wider, or where shown an Drawings.
3. Install Water Service Lines on ]ot center ]ine on lots less than 75 feeE wide, unless
otherwise shown on the Drawin�s.
4. Install ser�ices at a minimum depth of 36 inches befow final grade/proposed top of
cucb, unless othec-wise specified in the Contract Documents.
5. Perform leak tests in accordance with �Section 33 04 4�.
6. Replace existing'/�-inch Ser�ice Lines with 1-inch new Ser�ice Line, tap, and
coeporatian.
7. Install replaced or relocated services with the service main tap and service line
being in line with the ser�ice meter, unless otherwise directed by the City.
8. Exca�ate, e�nbed and backtill trenches in accordance with Section 33 OS l0.
B. Handling
1. Haul and distribute Service Lines fittings at the project site and handle with care to
avoid damage.
a. Inspect each segment of Service Line and reject or repair any damaged pipe
prior to lowering into the trench.
b. Do not handle the pipe in such a way that will damage the pipe.
2. At the close of each operatang day:
a_ Keep the pipe clean and free of debris, dii�t, animals and trash — during and after
the laying operation.
b. Effectively seal the open end of the pipe using.a gasketed night cap.
C. Ser�ice Line Installation
1. Ser�ice Taps
a. Only ductile iron pipe may be directly tapped.
b. Install service taps and/ar tap assemblies of the specified size as in�licated on
khe Drawings, or as specified by the Engineer.
CI"fY OF FORT WOR`1'H West 7°i Street Tmprnvetnents
S"CAIVDARD CO�S'fRUC"fIOId SPECCP1CATiQN [70CUMP.NTS City Project No_ l O1555
Revised February L4, 2017 _
331210-IS
WATER SERVICES l-[NCA TO 2-INCI I
Page 15 of 17
c. Perform taps on a water system that is either uncharged or under pressure.
d. Taps consist of:
1) For Concret� Pressure Pipe or Steel Pipe
a) Standai�d internal pipe threaded holes in the pip� walls
( I) Made during pipe fabrication
(2) Provide tapered khreaded outlet with cc threads for up to 2-inch.
(3) Provide flange outlet with flange to thread insufator adaptor kits for
4-inch and larger taps.
2) Other pipe matet�ials
a) Bronze service clamp with a seaEed, threaded part Chrough which the
pipe wall is drilled to coEnplete a service port
e. Tap Assemblies
i) Cansist oFcorporation stop with iron to copper connection attached to:
a) Coppet� tubing terminating as shovvn on the City's Standard Detail
b) May be required adjacent to gate �alves
c) Install as shown on Che Drawings, or as directed by the Engineer.
d) When required, shall be included in the unit price bid for installing gate
valve.
2) Chlorination and testing purposes �
a) No separate payment will be made for taps rec�uired for testing and
chlorination.
2. Installation af Water Services
a. Instal! tap and Service Line in accordance with City Details.
b. Install meter box in accordance with City Details.
1) Adjustment ofthe Service Line to proper metei• p[acement height shal! be
considered as part of the Meter Box installation.
3. Trenching
a. Pro�ide a trench widtfi sufficiently wide #o allow for 2 inches of granular
embedment on either side af the Service Line.
4. Bored ,5ervices �
a. Services shall be bored atilizing a pilot hole having a diameter'/z inch to'/4
inches largez- than the Service Line.
5. Arrangement
a. Arrange corporation stops, branches, cu��b stops, meter spuds, meter boxes and
oiher associate appurtenances as shown in the Cit.y Detaif, and to the approvaE
af the Engineer.
6. Service Marker
a. When Meter Box is noi installed immediatefy subsequent to service insta[lation:
1) . Maric Curb Sto� with a strip of blue vinyl tape fastened to the end of tl�e
se�-riice and exCending through the backfill approximately 6 inches abo�e
ground at the Meter Box location.
b. installation of sez•vice taps on1y:
I) Attach service marker tape to the corporation stop oi- plug and extend
upward and normat to the main through the backfil� at the adjacent trench
edge to at least 6 inches above ground to flag the tap locatian.
7. Corporatior� stops
a. Fully open cor�oration stop prior to backfill.
D. Removal of Existing Water Meters
CITY OF FORT WORTIi
STANDARD CONSTRUCTION SPEC[PTCATIQiV DOCUMEM'f5
Revised Fehruary l4, 2017
West 7'h Slreel Tmpruvcments
City Projecl No. 101555
331210-i6
WA'CERSERV[CES 1-iNCH"CO2-INC�-T
Pagc 15 of �7
�. Remove, tag and collecC existing Water Ser�+ice meter for pickup by the City for
recor►clitianir►g or replacement.
2. After installation of the Water Ser�ice in the proposed location and receipt of a
met�r from the City inspector, instali the meter.
3. Reset the meter box as necessary to be flush with existing ground or as otherwise
directed by the Ciky.
4. All.such work on the autlet side ofthe service meter shail be perform�d by a
licensed plumber.
3.5 REPAiR / RESTORATION �NOT USED]
3.6 RE-iNSTALLATION �NOT USED]
3.7 �IELD �ox� SITE QUALITY CONTROL
A. Field Tests and inspections
l. Check each Water Service instai]ation foe leaks and full flow through #�e curb stop
at the tirr�e the main is tested in accordance with 5ection 33 04 40.
3.8 SYSTEM STARTUP �NOT USED]
3.9 ADJUSTING (NOT USED]
3.10 CLEANING �NOT USED�
3.11 CLOSEOUT ACTIViTIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MATNTENANCE [NOT USED�
3.14 ATTACHMENTS �NOT USED]
END OF SECTION
C[TY OF POR`C WOR"fET West 7'" Strecl ImprovemenFs
STAIVDARD CdNS'1RUCTTON SP�C1FlCAT[ON DOCUMEN'FS City Project No. I03555
Revised rebruary l4, 2017
33 12 10 - l7
WAT[;R SL:RViCES I-INCH TO 2-TNCH
Page 17 of l7
Revisinn Log
DATE NAMF, SiJMMARY OF CHANGE
Added Bf�e Text fnr clarification
I.2 A- Revisiun tv items included in price bid
5pecification modified to be in accordance with the Reduc[ion of Lead in Drinkin�
t 2/20l2Q12 D. Johnson Waler Act — A[I materials shali he lead fi'ec in accoedance wiYh this Act.
1.2.A.3 — Watcr Meter Se�vice ReEocate was renamed WateG� Meter Scrvice
�ieconnect
1.6.R. — added certification submittals fnr compliance with regulatory requiremenls
Added the phrase `, including grass' to lines;
Pxrt 1, 1.2.A.l.c.l4, Partl, 1.2.A.2.c.13, Pa�4 I, L2.A.2.c.13, Part 1,1.2.A.3.a I l,
2/13/2013 F. Griffin Partl, 1.2.A.4.c.1 I
Added the phrase `and replacement' to line Part 1,1.2.�1.4.c.7
Re�ised lines with `including grass' rcplacing wEEh `excluding grass (seeding,
4/2b/2�13 F. Griflin SO�ain� or hydromulching paid separately)'
Tncluded in Part 1, 1.2, A, 1, c, 1�1; Part 1, 1.2, A, 2, c, 13; Pvt l, 1.2, A, 3, c, 1 I;
Part 1, 1.2, A, 4, 2, [!
6/19/2013 D. Johnson 1-z.A.4.c — Addition of private waler service appurtenances relocation to being
included i� ihe linear tbot rice of rivate watcr scrvices
] 112 [/201 b W. ZVorwood Require meter box suitable for AMI meter. 2.2,C, 1 l& 2.2,C,12 _
11/21/201 G W. Norwood Requi�•e servicc saddle with double straps. 2.2,C,9,6
2114I17 W. Nonvood Z-z, C, 9•a.3 Kemove table "Fit Contout eFpipc..."
2/14/17 W. Nortvood 3.4, C, I.d.(2) Remove nylon slee�e inserls, reguirc cc threads.
CITY OP FORT WOR'fH West 7'" Street Improvements
5'1�ANDARD CdNSTRUCT[OI�I SPECIFICATEON DpCiTMEiVTS City Project No. 101555
Revised �cbruary l4, 2017
3�341 ]0-1
7'RAPi'iC SiC:NALS
Page I of 107
5ECTION 34 41 10
TRAFFIC SIGNALS
PARTI- GENERAL
1.1 SUMMARY
A. �ection Includes:
1. LED Traf�c Signal Head Assemblies
2. LED Countdown Pedestrjan Signal Head Assetnl�lies
3. Pedestrian Push Button Assemblies
4. Accessible Pedestrian Signals (APS)
5. Radar Detection Equipment and Cable
� b. Hybrid Vehicle Deiection System and Cable
7. Vehicle Loop Detectors (Sawcut)
8. Emergency Vehicle Preemption Equipment and Cable
9. Battery Back-up (BBL1) System far Sigr►al Cabinets
10. Multi-conductor Cable
1 i. Power Lead-in Cable
12. Grounding Conduclors
13. Crraund Rod
14. Ground $oxes
15. Traffic Signal Structures
i 6. Foundations
17. Hardware Signal Pole Paint
18, Signal Control�er "
19. Controller Cabinet Assembly
20. Roadside Flashing Beacon Assem6ly
21. Schooi Zone Flasher Assembly
22. Rcctangular Rapid Flashing Beacon {RRFB) Assembly
23. Louvered Back Plates
24. Powder Coating Signal Structures
B. Dcviations frnm chis City of Fort Worth 5tandard Specification
1. Added Specifications for- Video Detection Systenz, Modem & PTZ Carraeras
C. Related Specificakion Sections include, but are not necessarily limited to:
1. Division 0— Bidding Rec�uirements, Contract Forms and Conditions of the
Contract
2. Division l— General Requirements
3. �ection 03 30 00 -- Cast-in-Place Concrete
4. Section 26 OS 00 — Common Work Results for Electrical
5. Section 26 OS 33 — Raceways and Boxes for Electrical Systems
CI"CY DF FORT WORTH � West 7tli Street Lmprovements
S'I'ANDARD CONSTRUCTiOIV SPECiFICATION DQC[1M�iVTS CiLy Project Nu. I 01555
ftevised September Ol, 2D20
34 4l l0 - 2
TRAFFTC SIGNALS
Page Z of 107
6. Section 31 23 i 6— Unclassified Excavation
7. Section 31 24 00 — Embankmcnts
8. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Section 33 45 30 — Location of �xisting Utilities
1.2 PRICE AND PAYMEN'I' PROCEDURES
A. Mcasurcmcnt and Payment
1. LED Traffic Signal Head Asse�t►blies
a. Measuremcnt
1) Measurement for this Item shall be per each LED traffic signai head
assembly installed.
b. Payment
1) The wark performed and inaterials furnished in accordance to this Iterr�
shall bc paid for at the unit price bid per each "Signal Head Assmbly"
installed for:
a) Various ilumbers of sections
c. The pricc bid shal] include:
1) Furnrshing and installing LED Traf�ic �ignal Hcad Assembly and
appurtenances including hinge pins, Iens clips, locking devices, and gaskets
2) Housit�g and doors
3) Detachable �isors
4) LED ]amp unit
5) Lo�vers
6) Mounting hardware
7) Alun�inum, vented one- or two-piece back plates and mounting hardware
8) Cable inside the pole will be paid for separately
2. LED Countdflwn Pedestrian Signal Head Assemblies
a. Measurement �
1) Measurement for this Item shall bc per each pedestrian signal section ar
cach pedestrian signal retrofit modulc installed.
b. Paymcnt
1} The work performed and materaals furnished in accordance with this Item
shall be paid for at the unit p�•ice bid per each "Ped Si�a! Section" or "Ped
5ignaI Retrofit Module" installcd.
c. The price bid for�"Ped Signal Section" shail include:
1) Furnishing, asscmbling, and installing the pedestrian signal sections
2) Housing units
3) L�D countdown pedestrian uniis
4) Mouttting attachments and completing wiring connections
5) Cable inside the pole will be paid for separatcly
d. Thc price bid for "Ped Signal Retrofit Module" shall include:
1) Funraishing, assembling, and installing the pedestrian signal secCions
2) LED countdown pedestrian units
3) Mounting attachmcnts and cornpleting wiring conncctions
4) Disposai of incandescent unit
5) Cable inside thc pale will be pai.d for separately
3. Pedestrian Push Button AssernbIies
a. Measuremenk
CiTY OF FpRT WOR7'}� West 7th Street Improvements
STATIDARD CON5"]'l2UCT[ON SFECiF[CATTOAI DOCUM�NTS City Projcc( No_ 101555
Rcviscd September Ol, 2020
34 4l l0 - 3
'1'RAFF[C S[GNALS
Page 3 of 107
1) Measurement for this Item shaIl be per each pedestrian push button
installed.
b. Payment
I) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Ped Push Btn Assmbly"
insta]led for:
a) Various mounting methods
c. The price bid shall include:
1) F�rnishing and installing Pedestrian Push Button Assemblies
2) Button housing
3) Button cap
4} LED indication
5) Push button signs
b) Swrich
7) Built-in surge protection
8) Audible notification system
9} Mounting hardware
IO) Cable inside the pole will be paid for separately
4. Accessible Pedestriar� Signals (APS)
a. Measurement
i) Measurement for this Item shall be per each accessible pecEestrian signal
station installed.
b. Payment
I) The work perFormed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Accessible Pedastrian
Signal" unit of the type specified.
c. The pricc bid shall include:
1} �'urnishing; installing, and testing thc Accessible Pedestrian Signal
pushbutton statipns
2} Mounting hardware
3) Sign adapter
4) Pushbutton stations �
S) Central control units
6) Vibrotactile a�row with high visual contrast
7) Wiring harness
S} Voice rnessage setup
9) Conf guration devices or software
10) RIO-3e (L/R} signs
1 1) The signa] conductor cable from the signal cabi�et to the pushbutton
station shall be paid for under "Multi-conductor Cable"
5. Radar Detection System and Cable
a. Furnish and install Radar Detection �ystem
1) Measurement
a) Measurement for this Item shall be per cach intersection approach
' furnished and installed.
2) Fayment
a} The work per%rmed and matcrials furnished in accordance with this
itern shal3 be paid for at ti7e unit plice bid per each "Furnish/Install
Radar Detection System" installed for:
CI'CY OH H'O[tT WORTH � �Netit 7th Sta-eet fmprovements •
STA3VDARD COlVSTRUCTION SPECTFICATIOM DOCUMENTS City Project No. l O1555
Revised September 01, 2020
34 41 l0 - 4
TRAFFTC SIGNALS
Page 4 of 107
(1) Various types
3) The price bid shall include:
a) Furnishing, assembling and installing Radar Detection Device
b} Contact closure input filc cards
c) Relays
d) . Detector back pla#es
e) Set-up and diagnostic software including programming and testing of
all detection zones per signal plans.
� Circuits
g} Maunting hardware
h) Cable will be paid for separately
h. Install Radae Detection System
1) Measurement
a) Measurement for this Ttem shall be per cach intcrsection approach
installed.
2) Payment
a) The work perforrned and materials furnished in accordance with th�s
Item sk►all be paid for at the unit price bid per each "Install Radar
Detection Device" for:
( [ ) Various types
3) The pricc bid sha[I include:
a) Sehcduling picicup of material from the City
b} Pickup and transportation of material from ihe City to the jo6site
c) Taking precautions to ensure material is not damaged during
transportation
d) installing Radar Presence Device
e) installing detector back plates
f) Relays
g) Set-up and diagnostic software including programming and testing of
ai1 dctcction zoncs per sigz�al plans.
h) Circuits
i) Cable will be paid for separaicly
c. Furnish and Install Radar Detection Cable
1) Measurement
a) Measurement for this Item shall be per linear foot of radar dctcction
cable furnished and installed.
2) Payment
a) The work performed and materiais furnished in accordance with this
item shall be paid for at t�ie unit price bid per linear foot
"Pumish/Install Radar Detection Cable" installed.
3) The pricc bid shall include:
a) Furn�shing and insta�ling radar dekection cable
b) Making aLl connections to radar dcicction detectors and back panels
d. Install Aadar Detection Cable
1) Measurement
a} Measurement for this Item shall be per linear foot of radar detection
cable installed.
2) Paymcnt
CI"I'Y OY P'OR'l' WUR'1'El West 7th Street Improvements
Si'A�fDARD COi�fSTRUCTi�N SPP,CiPiCATTON DOCUMENTS City 1'rujccl Na_ I Oi555
Revised September O] , 2020
3441 10-5
TRAFFIC SfGNALS
Pagc 5 uf 107
a) The worlc performed and materials furnished in accordance with this
Item shall be paid for at the unit price bid per linear foot "Install Radar
Detection Cable" installed.
3) The �rice bid shall include:
a) Schedulin� pic�cup of material from the City
U) Pickup and transportation of n�aterial from the City to the jo6site
c) Taking precautions to ensure material is not damaged during .
transportation
d) Tnstalling radar cable
e) Making all connections to radar detectors and back paneis
6. Hybrid Vehicle Detection System and Cable
a. Furnish and Install Hybrid Vehicle Detection System
1) Measurement
a) Measurement for this Item shall be per each intersection approach
furnished and installed.
2) Paymcnt
a) The work performed and materials fi�rnished in accordance with this
Itetn shall be paid for at the unit price bid per each "Furnish/Install
Hybrid Detection".
3) The price hid shall include:
a) Purchasing equipment and cable fram Ciry if called out in the
Dravvings
b} Furnishing, installing and testing hybrid detection
c} Detector units
d) Mini-hub detector cards
e} Mounting hardware
� Operational software
g) Cama�unication interface panel
h) Ficld setu� monitor
i) Setup of all detection zones per traf6c signal plans. Setup must be
approvcd by City staff.
j) Cable will be paid far separakely
b. Install Hybrid Vehicle Detection System
1) Measurement
a) Measurement for this Item shall be per each intersection approach
installed.
2) Payment
a) The work performed and materials furnished in accordance r�+ith this
Item shall be paid for at the unit price bid per each "Install Hybrid
Vehicle Detection".
3) The price bid shalt include:
a) 5cheduling pickup of material from the City
b) Pickup and transpor�ation af material from lhe City to the jobsite
c) Taking precautians to ensure material is not damaged during
transportation
d} Installing and testing all VNDS components
c) Setup of all detection zones per traffic signal plans. Sehip must be
appro�ed by City staff.
c. Furnisl� and Install Hybrid Vehicle Detection Cable
1} Measurement
CC�Y OP FORT WOR'I'FI West 7th Street lmprovements
STAiVDART) CQNSTRUCTiON SPEClPiCAT[ON DOCUMENTS City 1'rojcct Nu. IO1555
Revised Septcmber 01, 2026
344t lD-f,
TRAFFIC SIGNALS .
Yage 6 af I 07
a) Measurement for this Item shall be per linear foot of hybrid d�tection
cable furnished and installed.
2) Payment
a} The work performed and materials furnished in accordance with this
Item shall be paid for at the u»it price bid pEr linear foot
"Furnish/Instal] Hybrid Det�ction Cable". �
3) The price bid shali inciude:
a} Furnishing and installing hyba-id detection cable
b) Making al] connections to carneras and controller equipment
d. Install Hybrid Vehicle Detection Cable
1) Measurement
a} Measurement for this Item sha11 be per linear foot of hybrid detection
cable installed.
2) Payment
a) The wark perfoi�ned and materials furnished in accordance with this
Item shall 6e paid %r at the unit price bid per linear faot "fnstall
Hybrid Detection Cable" installed.
3) The price bid shall incIude_
a) Schcduling pickup of material from the City
b} Pickup and transportation of material from the City to thc jobsite
c} Taking precautions to ensurc material is not damaged during
transportation
d) InsCalling cable
e) Makin� all connections to cameras and controller equipment
fl Cable inside the polc will be paid for se�arate3y
7. Vehicle Loop Detectors (Sawcut)
a. Mcasurement
1) Measutement for this Item will be per linear foot of sawcui eontaining loop
wire.
Payment
1) The work perforrned and materials furnished in accocdance to this Ttem ar�d
measurcd as providcd �nder "Mcasurement" shall be paid for at the unit
price bid per lincar foot of "Laop Detector Cabie Sawcut".
The price bid shall include:
1) Sawcutting pa�ement
2} Excavatian
3} Disposal of exccss materia!
4) Backfill
5) Pa�ement repair associated with sawcutting
6) Sawcut wire
7) Sealant
8) Sealant piacement
9) Clean-up �
10) Testing
I I) Conduit and [oap wire from the edge of pavement to the ground box used
for �ehicle [oop detectors
12) The following items will be paid.for scparately:
a) New ground boxes
b) New loop lead in cable
C[TY OP FORT WORTi-1 West 7th Street Ilnprovcn�ents
STAT�IDAFtp CONSTRUCZ'[ON SPECiP[CATION DOCUME3+IT5 City Pr�jccl No. 101555
Revised September 01, 3020 .
34a� iu-7
TRnFF�c s�crrnr,s
Page 7 of ] (17
8. Emergency Vehicle Preemption Equipment and Cable
a. Furnish and Install Preemption Detector
1} Measurement
a) Measuretnent for. this item shall be per each Preempti�n Detector
furnished and instailed.
2) Payment
a) The work perfonned and materials furnished in accordance with this
Item shall be paid for at the unit price bid per each "Furnish/Install
Pr�empt Detector" for:
(1) Various types
3) The price bid sha[I inc�ude:
a) Furnishing, instaliing and testing preemption detectors
� b} Card rack
c) Phase sclector
d} Mounting hardwarc
e} Cable inside the pole will be paid for separaCcly
b. Install Preemption Detector
1) Measurement
a) Measurement far this Ttem shall be per eacfi Preemption Detector
installed.
2) Payment
a) The work performed and materiats furnished in accordance with this
Item shall be paid %r at the unit pz-ice bid per each "Install Preempt
Detector" for:
(1) Various types
3) The price bid shall include: �
a) Scheduling pickup of material �ronn thc City
b) Pickup and transportation of material from the City to the jobsite
c) Taking precautions to ensure material is not damagcd during
transportatian
d} Installing and testing preemption detector
c. Furnish and Install Preemption Cable
1) Measurement
a) Measurcmcnt for this Item sk�all be per linear foat of preemption cable
furnished and installed.
2) Payment
a) The work performed and rnaterials furnished in accordance with this
Item shall be paid for at the unit price bid per iinear foat
"Fu�rnish/Install Preemption Cable" installed.
3} The price bid shall include:
a} Furnishing and installing preemption cable
b) Making all connectio�s to prcemption detectars, phase selectors, and
controller
d. install Preemption Cable
1) Measurement -
a) MeasuremenC foz' this item shall be per linear foot of preemption cable
installed.
2) Fayment
CiTY OF FORT WORTii West 7th Street Improvemenfs
STANDARD CONSTRUCTION SPL.C[�TCATiQN DOCUiv1ENTS City Project No. 103555
kcviscd September0], 2020
3aai ��r-s
TRAFF[C SIUNALS
Page 8 nF � 07
a) The work {�erformed and materials furnished in accordance with this
Item shall be paid far at the unit price bid per linear foot "Instali
Preemption Cable" installed.
3) The price bid shall inc]ude:
a) Scheduling picicup of material from the City
b) Pickup and transporEation of material fronn the City to the jobsite
c) Taking precautions to� ensure material is not damaged during
transporYation �
d) Installing preemption cable
e) Making all connections to preemption detectors, phase selectors, and
controller
4. Battery Sack-U� {BBL� System for Signal CaUinets
a. Furnish and Ins#all BBU System for Signal Cabinet '
1) Measurement
a) Measurement far this Item shall be per each BBU System component
furnished and installed.
Z) Payment '
a) The work perForrrzed and materials furnished in accordance to this Item
shall be paid for at the unit price bid per each "Furnish/Install BBU
Syste�n" for:
{ 1) Various components
{2) Various typcs
3) The pricc bid shall incIude:
a} Furnishing, installing and testing the BBU system
b) Purchasing equipcnent from City if called out in the Drawings
c} inverier/charger
d) Manua! bypass switch
c} Inte�rated power transfer switch or automatic hypass switch
fl Batteries
g) Self-contained external mounted ca6inet
h) Mounting hardware
i) Wiring, and all necessary hardware and softwatc
b. Install BBU System for Sigrzal Cabinct
1) Measurement �
a) Measurement far this Itcro shall be per each BBU System installed.
2) Payment
a) The work performed and matcrials furnished in accordance to this Itcm
shall be paid for at the unit price bid per each "Install BBU System"
for:
(1) Various types
3) The price bid shall include_
a) 5chedulfng pickup of material from thc City
b) Pickup and transportation of material from the City to the johsite
c) Taking precautions to ensure materiaf is not damaged during
transportation
d) Installing and tcsting thc B$U� system
e) Wiring, and al] ncccssary hardware and software
l0. Multi-conductor Cabie
a. Measurement
CITY OF FORT WORT]i West 7t1� Strcct Improveinents
STANDAAU CONSTRUC'i[ON SPP.Cii-'ICA"f]ON DOCUME.F�ITS Cily Project Vo. I O1555
Revised Seplember0l, 2{�20 �
34q1 10-9
T1�AFFIC S]GTYALS
Pagc 9 of Ip7
1) Measurement for this Item sha11 be per linear foot.
b. Payment
1) The work petform�d and materials furnished in accordance with this Item
and measur.ed as provided under "Measurement" shaI2 be paid for at the
unit price bid per linear foot of "Multi-conductor Cable" installed for:
a) Various ty�res .
U) Various sizes
c. The price bid shall include:
i) Furnishing and installing Multi-conductor Cable
1 L Power Lead-in Cah[e
a. Measurement
t} Measurement for this Item shall be per linear foot of power lead-in cablc
installed.
b. Payment
1) The work performed and rnaterials furnished in accordance with this Item
and rneasured as provided under "Measurement" shall be paid for at the
u�it price bid per iinear foot of "Insulated Elec Condr" installed for:
a} Various types
b) Various sizes
c_ The price bid shall include_
1) Furnishing and installing Power Lead-in Cable
1�. Grounding Conductor.s
a. Measurement
1) Measurernent for this Item shail be per linear foot.
b. P�yment
1) The work perforrned and tnaterials furnished in accordance with this Item
and measured as pravided under "Measurement" shalt be paid for at the
unit price bid per linear foot of "Bare �lec Condr" installed for:
a) Various types
. b} Various sizes
c. Tk�e price bid shall include:
!) Furnishing and installing Grounding Conductors
]3. Grou�d Rod
a. Measureme;nt
1) This Item is considered subsidiary to the various Traffic Signal �tructures
bein� ii�stalled.
b. Payment
1} The work performed and the materials fumished in accordance with this
Item are subsidiary to various Traffic Signal Structures being installed and
shall be subsidiary to the unit price bid per various Traffc Signal
Structures being installed, and no other compensation will be allowed.
14. Ground Boxes
a. Measurement
1} Measure�nent for this Item shall 6e per each.
b. Payment
1} The work performed and materials furtiished in accordance witli this Ite�r►
shall be paid for at the unit price bid per each "Ground Box" installed for:
2) Various sizes
3) Various types
CITY OF FORT WORTII Wcst 7th Staect Iniprovements
STANDARD CONSTRUCTiON SP�CIFICATIQN DOCIIMENTS City Project No. 101555
Reviscd Se�rtemUer 01, 2024
3441 EO-10
TRkFPiC SiGI`IALS
Page 10 of �07
c. The price bid shall include:
1) Furnishing and installing Ground Box
2� Excavation and backfill
3) Enclasures
4) Cavers
5) Bolts
6) Gravel
7) Concrete apron when required
]5. Traftic Signal Structures
a. Furnish atid Install Pedestal and Push Sutton Pole Assembly
1} Measurement
a) Measurernent for this Item shall be per each assembly furnished and
insta]led.
2) Payment
a) The wark perfoi�ned and materials furnished in accorcEance to this item
shall be paid for at the unit price bid per each "Furnish/instail Ped or
Push Button Pole Assmbly" furnished �nd insta]!ed for:
(1) Various types ,
{2) Various sizes
� 3) The price bid shall includ�:
a) Exca�ation and backiiil
b) Furnishing and installing cach Pcdcstat or Push Button Pole Assembly
c) Purchasing pedestal pole assemblies from City if called out in the
Drawings
d) Furnishing, placement and compaction of backfill
e) Anchor balts
� Clcan-up
b. Install Pedestal or Push Button Pole Assembly
1 } Measurement
a) Measurement for this Item shall be per each assem6ly installed.
2) Payment
a) The work performed and materials furnished in accordance to this Item
shall be paid for at the unit price bid per each "Install Ped or Pus�
Sutton Pale Assmbly" furnished and insta�led for:
{lj Various types
{2) Various sizes �
3} The price bid shall include:
a} Schcduling pickup of matcrial fram the City
b} Pickup and transportation of material from the City ta the jobsite
c) Taking precautions to ensure material is not damaged during
transportation
d) Excavation and backfill
e) Installing each Pedeskal or Push Button Pole Assembly
f) Furnishing, placement and compaction of backfill
g) Clean-up
c. Furnish and install Signal Polcs
I } Measurcment
a) Measurement %r this Item shall be per each signal pole furnished and
installcd.
CCI'Y OI'' F'C?R`I' WOR'['H Wcst 7di Strcct I�npro�cmcnt�
5l'ANDARD CONSTRLTCT[ON SPECIF[CATION BOCUMHNTS City Project No. 1U1555
Revised Septemher0l, 2020
3A4t IU- ll
"fRAFFIC SIGNALS
Page I 1 oF 107
2) Payment
a) The work performed a�d materials furnished in accardance ia this Item
shall be paid for at the unit price bid per each "Furnish/Install Signal
Pole" installcd for:
{1) Vatious types
3) The price bid shall includ�:
a} Excavation and backFll
b) Furnishing and installing each Signal Pole Assernbly
c} L.uminaire arm
d) LED fixture sha�l be paid for separately
e) Erecting assembIy on concrete Foundation
fl Furnishing and placing anchor bolts, nuts, washers, and tcmplates
d. Install Signal Po1es
1) Measurement
a) Measurement for this Item shall be per each signal pole installed.
2) Payment
a) The work performed and materials furnished in accordance to tl�is Item
shal! be paid for at the unir price hid per each "Install Signal Pafe"
instalfed for:
(1) Various types .
, 3} The price bid shall include:
a} Scheduling pickup of materia! from the City
b) Pickup ar�d transportation of material from the City to filie jobsite
c) Taicing prccautions ta ensure material is not damaged during
transportation
d) Excavation and backfill �
e) Installing each Signal Pole Assembly
fl Installing luminaire arrn, fixture, and lamp if specifed
g} �recting assembly on concrete foundation
h} Installing anchar bolts, nuts, washers, and templates
e. Furnish and Install Mast Arm
1) Measurement
a) Measurement far this Item sha116e per each Mast Arm furnished and
installed.
2) Payment
a) The work performed and materials furnished in accordance to this Item
shall be paid for at the unit price bid per each "Furnish/IristalI Mast
Arm" furnished and installed for:
{1) Various length intervals
{2) Various types
3) The price bid shall include:
a) Furnishing, assembling and installing Mast Arm
b} Mounting equipment
c} Luminaire arm, if specificd
d) LED fixture shall be paid for sepa�•ately
e) Vibration da�iipers
t) Clean-up
F. Install Mast Arm
1) Measurement
a) Meas�rernent for this Item shall be per each Mast Arm installed. .
C1TY OE FORT WORTH ' West 7th St��eet hiiprovements
STANDARD CONSTRUCT[ON SPFCiPICATION DOCUMENTS City Vruject iVa. l O 1555
Revised September Ol, 2020
3441 ]0-12
TRAFF[C SIGIVALS
Yagc I 2 of 107
2) Payment
a) The work performed and rrtaterials furnished in accordance to this Item
shall be paid for at the unie peice bid per each "InstalI Mast Arm"
�nstalled for:
{1) Various length intervals
{2) Various types
3) The price bid shall include:
a) Scheduling pickup of material from the City
b) Pic[cup and transportation of material from thc City ta the jobsrtc
c) Taking precautions to ensure rnaterial is not damaged during
transportation
d} Assembling and installing Standard Mast Arm
e) Installing luminaire arm, fixture, and lamp if specified
� Mounting equipment
g) Vibration dampers
E�) Clean-up
l6. Faundations
a. Measurement
I) Measurement for this item shall be per each.
b. Payrnent
1) The work performed and materials furnished in accordance ta this Item
sha]] be paid for at thc unit price bid pes' each "Foundation" installed for:
a) Various types
c. The price bid shal! include:
1) Coordination and notification
2) Exploratory excavation (as needed}
3) F,xcavation
4) Disposal of cxcess material
5) Hauling
6) Protection of the excavation
7) �orms
8} Aeinforcing stccl
9} Grounding rods
10) Concretc
11) Installing Foundation
12) Clean-up
13} Testing
17. Hardware Signal Pole Paint
a_ Measurernent
1) This Item is consicicred subsidiary to the various Traff c Signal Structures
being installed and painted.
b. Payment
1) The work per[�ormed and the materials furnished in accordance with ihis
Item are subsidiary to various Traffic Signai Structures being installcd and
patnt�d and shall be subsidiary to the unii pz�ce bid per various Traffic
�ignal St�-uctures being installed and painted, and no other compensatian
will be alfowed.
18. Signal Contrall.er
a. Fumish and Install Signal Controller
CI'IY OF FORT WORTiI Wcst 7tti Su�eet lmprovements
STANDARD CON5T[�UCTTON SPECIFTCATTOAI bOCUMENTS Ciry �'roject No. I 01555
Revised SepiemhcrOt, 2020
34 41 10- 13
TRAFFfC STGNALS
Vagc l3 nf 107
1) Measurement
a} Measw•ement for this Item shaIl be per each controller installed.
2) Paym�nt
a) 'I'he work perfo�7ned and ma�crials furnished in accoj•dance to this Item
shaEl b� paid for at the unit price bid per each "Furnish/Install Signal
Controller" installed for:
(1) Various mounting methods
3) The price bid shall inctude:
a) Taki�g precautions to ensure material is not damagcd during
transporta.tion
b) Installing the controller in the cabinet
c} Wiring
d) Testing
e) Troublcshooting
b. Install Signal Controllcr
I ) Measurement
a) Measurement for this Item shall be per cach assembly installed_
2) Payment
a) The wark perfarmed and materials furnishcd in accordance to this Item
shall be paid for at the �init pr�ce bid per cach "Controller & Cabinet"
insialled for:
(1) Various mounting methods
3) The price bid shall i�clude:
a) Schcduling pickup of material from the City
b) Pickup and transporCation of material from the City to the jobsite
c) Taking precautions to cnsure material is not damaged during
transportation .
d} Installing the controller in tlze cabinet
e} Wiring
�} Testing
g) Troubleshooting
19. Controller Cabinet Assembly
a. Furnish and Instali Controiler Cabinet Assembly
1) Measurement
a) Measurement for this Item shali be per each assembly installed.
2} Fayment
a) The work performed and rnaterials furnished in accordance to this Item
shall be paid for at the unit price bid per cach "Furnish/Install
Controller & Cabinet Assmbly" installed for:
(1) Various mounting metl�ods
(2) Various types
3) The price bid shall include:
a) Taking precautions to ensuc� material is not damaged during
transportation
b) installing the controller cabinet assembly on the foundation or suppoi�i
c) Power supply
d) Conflict monitor
e) Load switches .
. fl Conduit within 6" of foundation
CiTY OF PORT WORTEi West 7th Street Impravcmcnts
STAI�i[3ARD COAiSTRUCTTON SPECiFiCATIOt�I DOCUMENTS City Project No. I 01555
Revised Sep[emher 01, 2026
34 41 1p - l4
TRAFFiC SiC�NALS
Page 14 af 107
g) Grounding rod
h) Wiring
i) Cable witttin 6" of foundation
j) Terminating
k) Testing
1) Traubleshooting
b. Install Controller Cabinet AssembIy
1} Measurement
a) Measurement for this [tem shall be per each asscmbly installed.
2) Payment
a) The work performed and materials fi�rnish�d an accordance to this Item
shall be paid for at the unit price bid per ea�h "Controller & Cabmet"
installed for;
{1) Various mounting methocfs
3) Thc price bid shall include:
a) Scheduling picicup of material from the City
b} Pickup and transportation of �naterial from the Ciry to thc jobsite
' c) Taking precautions to ensure material is not damaged during
transportation
d) Instalting the Controller and Cabinet Assembly on the foundatian or
supp ort
e} Condui� within 6" of fouttdation
� Graunding rod
g) Wiring
h) Cable within fi" of �oundation
i) 'Ferminating
j) TesEing
k} Troubleshooting
20. Roadside Flashing Beacon Assembly
a. Measurement
1) Measurement for this Item shall be �er each assembly instalIed, relocated,
or remo�+ed.
b. Payment
1 j The work performed and materials f'urnished in accordance to this Item
shall be paid for at the unit price bid per each assembly installed for:
a) Install Aoadside Flashing Beacon Assem6ly
b) Relacate Roadside Flashing Beacon Assembly
c) Remove Roadside Flashing Beacon Assembly
d) Various applications including signa! ahead, intersection ahead, stap
ahead, etc.
c. The price bid shall include:
I) Installation �
a) - Furnishing, fabricating, galvanizing, assemblirng, anc� erecting the.
roadsidc �7ashirag beacon assembl�es.
b} Fqundations
c) Anchor bolts, nuts, washers, and templates
d) Cabinet
e} Controller
fl Flasher and interface board
C1TY OF FORT WOR'I'H West 7tL� Street Improvcmcnts
STAI+IDARD CONSTRIiCTION SPECiFTCATiON DOCUMP..NTS City 1'roject No. I U I555
Rcviscd September 01, 2020
34 41 10 - 15
TRAFFIC SIUNALS
Page 15 oF 107
bT� +SI�YI
h) Beacon
i} Back plate, if required
j) Solar panel, if specified
k) Solar regulator / charger, if specified
I) Batteries, if specified
m) Equiprrzent, materials, labor, tools, and incidentals.
n) Pedestal pote base
o) Pedestal polc
p) Pole reinforcing collar
2) Refocation
a} Removing the roadside flashing beacon assembly
b) Removing existing foundations 2' below grade
c) Installing new foundations
d) Purnishing, fabricatin�, and installing any new componcnts as required
and repiacing the assernbly on its new ioundations wit� all
manipulations and electrical work
e) Salvaging maierials to 6e returned to the City
f} Disposal of unsalvageabtc material
g) Loadin� and hauling
h) Equipment, materiaf, labor, toals, and incidenCals
3) Rernoval
a) Removing the various roadside flashing beacon assemblies
components
b} Removing the foundations 2' below grade
c) Storing the componenCs io be reused or salvaged
d} Disposal of unsalvageable material
e) Backfilling and surface placement
� Loading and hauiing
g) Ec{uipmcnt, rnaterials, tools, labor, and incidentals
21. SchooE Zone Flasher Assembly
a.. Measurement
I) Measurement for this Item shall be per each School Zone k'lasher asscmbl}�
furnished and installed.
b. Payment
1) The work performed and materials furnished in accordance to this Item
shall be paid for at the unit price bid per cach "Furnish/Install SchooI Zonc
Flasher" furnished and installed.
c. The price bid shall inctude:
1) Excavation and 6ackfill
2) Foundation
3} Pedestal pole .
� 4) Pedestal base
5} Pole reinforcing collar
6} Mounting hardware
7) Sign(s)
8) Wiring
9) Cabinet
10} Time switch
CIl'Y OF FORT WOR"I'H West?d� Streel lmprove�nents
STANDARD CONSTRUCTION SPEC[FICATiOM DOCUMENTS City P�'ujecf No. ]O1555
Revised September {li, 2020
344t lU- I(
TRAFFIC S[GNALS
Yagc I 6 of 107
] 1) Cell madenl
� 2) 12" polycarbonate traffic signal head
13} Soiar array, i� specified
I4) Batteries, if speciiied
15) Flasher and interface circuit board
16) Phatovoltaic controller
17} Power supply and timing
18) Programming
] 9) Erecting assembly on concrete foundation
20) Furnishing and placing anchor bolts, nuts, washers, and templates
22. Rectangular Rapid Flashing Beacon {RRFB) Assembly
a. Measurement '
I} Measurem�nt for this Item shal[ be per each RRFB assembly furnished and
installed.
b. Payment
1) The work performed and materials fi�rnished in accordance to this Item
shall be paid for at the unit price bid per each "Furnish/Install RRFB"
installed for;
a) Various types
c. The price bid shall include:
1} Excat+ation and backfill
2} Foundation
3} Pole
4) LED flasher modulc
5) Mounting hardware
b) Sign{s}
7) Solar panel
S) Batteries
9) Wiring
10) Web-based monitoring
1 i) Detection system as speci�ed in ihe plans
I2) Wireless communication systcm
13) Erecting assembly on concrete foundation
l4} Furnishing and placing anchor bolts, nuts,
washers, and Yemplates
23. Louvered Back Plates
a. Measurement
1) Measurement for this Item shall be considered subsidiary to the Signal
Head Assmbly pay iterns.
b. Payment �
1) The work performed and materials furnished in accordance ko this Item
shall bc considered subsidiary to the Signal Head Assmbly pay iEems.
c. The price bid sha�l include:
1) installing louvercd back plate to signal heads
2) Mounting hardware {self-tapping screws)
3) C1ean-up
24. Powder Coating Signal Str�ctures
a. Measurement �
1) Measurement for this Item shall be per each traffic signal structure powder
coatec�.
C1TY OF FORT WORTH West 7th Street iuipruvemcnts
STANDARD CONSTRLICTiO� 5PECiF]CATION DOCUMENTS City PrujecL l�Io. 101555
Revfsed Scpcember Dl, 2U2i)
3441 ]0-17
TRAPFTC SiGNALS
Pagc 17 of 107
b. Payment
1} The work performed and �naterials furnsshed in accordance to this Item
shall be paid for at the unit pz•ice bid per each traf�c sigr�al structure
pawder coated for:
a) Various length of traf�c signal poles
b) Various length ofpedeskal and push button poles
c) Various length of trafiic signal mast arms
c. The price bid shall include:
1) Mechanically ctching surfaces by brush blasting
2) Coating material
3) Delivery to and frorr� powder coating company
1.3 REFERENCES
A. Abbreviations and Acronyms
l. VIVDS: Video imaging vehicle detection system
2. BBU: Battery back-up system
3. LED: light emitting diode
4. AFS: AcccssibEe Pedestrian Signal
S. RRFB: Rectangular rapid flashing beacon
B. Definitior�s
l. Battery Back-Up (BBU) System
a. Automatic Bypass Reiay
1) A unrt connected betwccn the inverter/charger, and the load, which can
automatically switch power to thc controller cabinet service panel from
inverter output power to utility line power, in the event of an inverter
failure.
b. Battery Back-Up System {BBU System)
1} The battery back-up system includes but is not limited to a manual bypass
switch, automatic bypass switch or power transfer switch, inverter/charger,
batteries, wiring, external cabinet and all necessary hardware for systern
operation.
c. Battcry Back-Up System Software (BBU System snftware)
1) All so�tware associated with op�ration, programming and functional
requis-ements of the BBU system.
d. Battery Monitoring Device
1) The device whicn monitors battery temperatures an� charge rate of the
batteries used in Che BBU system. Shall be an ambient sensar internal to
the inverter/charger.
e. Batteries
1} Standard 12V batteries wired in series with a cumulative minimum rated
capacity of 210 amp-hours.
f. Boost
1) When enabled, the BBU inverterlcharger shall autotnatically switch inta
this mode to raise the utility line �oltage when it drops below a preset limit.
The lim�t may bc user defined or use manufacturer default settings
(typically 100V AC).
g. Buck
CITY OF FOR'f WORTH Wcst 7th Streel Improve�nents
STAT+IDA12➢ CONSTRL]CTiON SPECIPICATION DOCIIMENTS City Prujccl No. I D1555
Rcvised Septe�F�ber 0 L, 2024 .
34 41 10 - 18
TRAFF[C SiGNA1.5
Page I R af 107
1) When enabled, the unit shall aukomatically switch into this mode to reduce
the utility iine voltage when it rises abo�e a preset [imiE. The limit may be
user defined or use manufacturer default settings (typically 135V AC).
h. External Cabinet
I) The stt•ucture which houses the complete system coenponents for the BBU
System.
i. Inverter/Charger
1) The unit which converts the DC voltage input into 120 VAC output for the
traffic signal cabinet to operate. As a minimum the invertcr/charger shall
be rated for 1400 VA, 1000 watts.
j. Inverter Line Voltage
1) The power supptied from the SBU system to the traffic signal cabinet #rom
the BBU System inverter.
k. Manual Bypass
i) Manual switch that allows user to bypass BBU power to service system
equipment. Manual bypass switch switches utility line power directly ta
cabinet.
1. Signal Operatic�n Mode
1} A signalized intersection gcnerating a 700W load when running in normal
operation.
m. Signa! Flash Made
1) A signalized i�tersectian gcnerating a 300W load when running in ttie flash
mode of aperatian.
n. Utility Line Voltage
1) The 120V AC power supplicd to the BBU systcm
2. Back Plate
a. A thin strip of material extencling outward from all sides of a signal hcad.
C. Rcfcrcnce Skandards
1. Reference standarcls cited in this �peci�cation refer to the current reference
standard puhlished at the time of the latest rcvision date logged at the end of this
Speci�cation, unless a date is specifically cited.
2. American Standard Testing Materials (ASTM)
a. ASTM B85-57T —"Standard Specification for Aluminum-Alloy Die Castings"
b. ASTM B26-57T —"Standard Spccification far Aluminum-AI�oy Sand
Castings"
c. ASTM B-209-57T —"Standard Specification for Alu�ninum and Aluminum-
Alloy Sheet and Plate"
d. ASTM D-1535 —"Standard Practice for Specifying CoIor by thc Munsell
Sysiem"
e. ASTM B-033 —"Standard Specificatian for Tinned Sait or Annealed Copper
Wire for Elecit-icat Purposes"
f. ASTM B-S —"Standard Specification for Concentrio-Lay-Stranded Copper
Conductors, Hard, Medium-Hard, or Saft"
g. ASTM A325��N —"High Strength Gal�anized Steel Bolts"
h. ASTM A494-N —"High Strcngth Galvanized Stce] Bolts"
i. ASTM A 123 —"Standard Spccification for Zinc {Hot-Dip Galvanized)
Coatings on Iron and 5teel Froducts"
C[TY DF FORT WOR'fH , West 7th Strect improve�nents
STA1�3�AR17 CONSTRUCT[ON SPrC[FFCATIDAI DOCUMP:NTS City Project 1+Io. 101555
Revised Scptcmber 61, 2�20
3441 IU-19
TRAFFIC S�Cii�1ALS
Page 19 nf {07
j. ASTM A153 —"Standard Specification for �inc Coaiing (Hot-Dip) on Iron and
Steel Hardwai-e"
3. Texas Manual on Uniform Control Devices {TMUTCD)
a. Part IV — Traffic Sig�als
4. Manual on Uniform Traffic Control Devices, 2009 Edition
a. Digits
5. Federal Aviation Administration (FAA}
a. FAA L-802-B
6. Institute of Transportation Engineers (ITE):
a. �ehicle Traffac Cr�nt�ol Signal Head — Light _F.mitting Dincle (LED) Circular
Signal Supplemental (�/TCSH), adopted June 2005.
b. Yehicle Tra�c Conirol Signc�l Head Pcart 3: Light Emitting Diode (LED)
Arrow Traffic Signal Modules.
c. Equipment and Mater�ials Standards, Vehicle Traffic Control Signal Heads
(VTCSH) Part Z: LFIJ Vehicle 5tgnal �Yln�ules_
d. PTCSI LED Sfgnr�l �l�fo�lules Draft Uersaon of Fehruary 2009
1) Luminous intensity, uniformiry and viewing angles
2) Chromaticity
7. Underwritcr's Laboratory Incarporate (UL)
a. Standard UL-651 —"Schedule 40 and 80 Rigid PVC Conduit and Fittings"
b. Standard UL-514B -- "Conduit, Tubing, and Cab[e Fittings
8. American Standards institute (ANSI)/Instiitutc of Electrica� and Electronics
Engineers {IEEE)
a. Section 6.1.2 ANSI/IEEE Cb2.41.2 — 2002, 3KV, 2 S�
b. Section 5.1.1 ANSF/IEEE C62.4I.2 — 2002, 6KV, 3052
c. Transient s�ippression
9. MIL-STD-883
a. Tesi Meihod 2007
b. MechanicaI vibration
10. MIL-STD-810F
a. . Procedure 1, Rain & Blowing Rain
b. Moisture resistance
11. National Electrical Manufacturer's Association {NEMA)
a. Section 2.1.6 NEMA T'S 2-20d3
b. Sectian 2.1.8 NEMA TS 2-2003
c. Transient voltage protection
d. ControIler compatibility
i2. Federal Communications Cammission (FCC)
a. TitIe 47 Sec 15 Su6. B
b. Electronic noise
l3. Intcrnational Municipal Signal Association (IMSA)
a. IMSA 5-1 �
b. IMSA 7-1
c. IMSA 20-1
l4. Nakional Fire Protection Association (NF'PA) / National Electric Code (NEC}
a. N�'PA 70
b. Wiring
CITY OP hORT WORTi[ West 7th Street Improvements
STANDARD CONS7'RUCTIOAI SPECIFICAT[ON �IOCUML:NTS City Project 1Vo. I 0 i 555
Revised Septea�ber Ul, 2D20
34411U-ZU
TRAFF]C S1GNA1.5
Page 2Q of 107
1S. International E�ect�•otechnical Cnmmission (I�C)
a. Sectio� 8.2 I�C 1000-4-5
b. Section S.0 IEC 1000-4-12
c_ Transicnt suppression
t.4 ADMINISTRATiVE REQUIREMENTS
A. Coordination
1. City must �zpprove any deviation irom Specification ten { 1 D) working days prior to
installatiion.
B. Preinstallation Field Inspection Meetings
1. 48 hours' Noiice of Intention to estahltsh fittal location of any foundations, bases,
conduiY, and detectors.
2. 48 hours' not�ce to Texas811, City of Fort Worth Water and Sewcr (817-871-
5275}, and City of Fart Worth Traffic Signals/Street Lights/Storm Drains (817-
392-81 QOj.
C. Scheduling .
]. 48 hours ad�anccd approval far existing traffic signal t�irn�otf aF flash operation.
2. 48 hours advanced notice of placing traffic signa[ into operation.
3. 3 Working Days' nc�t�ce for City provided equipment pick-up.
1.� SUBMITTALS
A. Submittals shall be in accordance with Section QI 33 D0.
B. All submittals shall be approv�d by tlie City priar to delivery andlor fabrication far
spec�als.
1.6 ACTIQN SUBMITTALSIINFORMATIONAL SUBMITTALS
A. Product Data Shccts are required for:
1. Traffic signai housing, lauvered back plates, �isars, lauvers, LED latnps, and
mounting hardware
2. Pedestrian signa! housing, LED lamps, and mounting hardware
3. Pedestrian push button assemblies
4. Accessible Fedestrian Signals
5. Conduit
6. Battery back-up systems
7. MulYi-conductor cable .
8. Power lead-in cable
9. Ground boxes
10. G�-ounding conductor
11. Grounding rod
12. Concretc (Refer to 5ection 03 30 00)
13. Vibration dampers
14. Standard and Decorative Traffic Signai Structures
15. Roadsidc Fiashing Beacon Assembly
C[TY nF FOR"I' WpRTH West 7rh Strcct Tmprovements
STANDqRD CONSTRUCTTON SPP.C[T'TCATION DOCUMEI�ITS City Project No. I Of555
Reviscd Septem6er Ol, 202U
34 4l 10 - 2)
TRAFFIC SIGNALS
Page 21 of 107
16. School Zone Flasher Assembly
17. Rectangular Rapid Flashing Beacon Assem6ly
18. Miscellaneous items supplied
I.i DELIVERY, STORAGE, AND HANDLING
A. Starage and Handling Requirements
1. Parks shall bc properly protected so tl�at no damage or deterioration occurs during a
prolonged cielay £rom the time of shipment until installation.
2. Exposed anchor bolt�s shall be protceted until pole shaft is installcd.
3_ Finished iron or stee] s�rfaces not painted shall be properly protected to prevent rust
and corrosion.
4. Prevent plastic and similar brittle items frotn being exposed to direct sunligl�t and
extremes in temperature_
5. The Gontractor shall secure and maintain a location to store the matcrial in
accordance with Scction O 1 50 00,
B. Delivery and Acceptance
1. Inspect a]l City furnished materials prior to taking possession. Any damages at�er
taking possession shall be the responsibility of the Contractor.
2. Arrange pick up all City furnished materials and deliver them to the Site.
l.8 WARRANTY
A. Manufacturer Warranty
4
5.
6.
1. Manufacturer's warranty shali be in accordance with Divisian I.
. 2. A 2 vear warrantv shal.l be required on all equipment furnished by tlie Contractor.
3. A 3 vear warrantv shall hc required on all rectangular rapid flashing beacon
assemblies.
A 5 vear unconditional waz�ran shall be required on a11 batteries for the battery back-
up systcros furnished by the Contractnr.
A 5 vear warrantv shaIl be required on aIl APS units.
5chool zone flasher
a. �ach schooI zone flasher cabinet assembly shall be warranteci to be free from
defects in material and warkmanship for a period of five years fram date of
shiprrient from the factory.
b. The 50/100 Ah battery shall be low sclf-discharging, leak proof, �clled
electrolyte and maintenance free intended for photo voltaic service. The
battery shall carry a prorated warranty for a minimum of two years by the
battery manufacturer.
c. The regulator shall have a wazxanty of five (5) years from the date of purchase.
d. Each iime switch shall be wa�-�anted to be free from defects in material and
workmanship for a period of five (5) ycars from the date of shipment from the
factory. -
B. Extcnded Correction Period
Contractor responsible for correcting any substandard workmanship and/or
materials for 24 months from the date Chc signal is accepted by the City.
CITY OF FOR"f WORTIi West 7di Street Improvcments
STANDARD CON5'�ftUCT10N SPEC[FiCATTON �OCL]MEPYTS City Pruject No. 101555
Revised September0l, 2020
34411U-22
TRAFFIC SEGNALS
Page 22 oF 147
PART 2 - PRODUCTS
�.1 PRODUCTS TO BE FL7RNISHED FROM THE CITY
A. Refer to Drawings and Contract Documenis to determine if an}� Items are to be
purchas�d from the City and installed by the Contractar.
B. Items that the City may furnish inc9ude:
1. Signal cantraller
2. Controller cabinet assemb[y
3. Traffic si�al poies
4. Traffic si�nal mast arms
5. Detection equipment
6. Preemption equipment
7. Signs
8. Cainmuraications equipment
2.� ASSEMBLIES, EQUIPMENT, PROD[ICT TYPES, AND MATERIALS
A. Manufacturers
1. Thc manufacturer must comply with this Specification and relaEed Seciions.
2. Any equipment, product type, or material that is not listcd in this Specitication or
in TxDOT's Material Producer List is considered a substitution and shall be
submitted in accordance with Scction O1 25 00 and n�t installed until approved.
a. h�, _ �.�xdo� ��•,Jd�Y�„• �•_:�,.�i,iriroduc:er-1i5t.h��
� �-��..
3. If more than l unit of a given bid item is required, then the Contractor shall ensure
that all units are the product of 1 manufacturer, unless otherwise directed by the
Traffic Management Manager or designee. No mix or matching will be allowed.
B. Description
1. Regulatory Requiremcnts
a. Traffic signal shall meet or exceed standards set forth by the Texas Manual on
Uniform Traffic Control Devices (TMUTCD), National Electric Code {NEC),
Institute of Transportation Enginccrs {TTE), American 5ociety for Testing and
Materials {ASTM), American Standards Institute {ANS�, and NatianaX
' Electrical Manufaciurer's Association (NEMA).
2. It is the Contractor's responsibility to furnish aIl materials necessary to complete
each traffic signal installation, whethcr the item is specificaliy mentioned or not.
All unspecified materials {i.e., electrical tape, boits, and nuts, etc.) shall meet the
requireme�xts of the National Electrical Code.
3. Ail materials supplied by the Contractor shall be of new, un-depreciated stock.
C. Traf€ic Signal Matcrials
1. LED Traf�c 5ignal Head Assemblies
a, Vehicic Signal Housings
1) The product bid shall be manufactured by one of the fol�owing
manufacturers:
a) Econolite
b) McCain
c) Otl�er prior approved equi�alent
C1TY OF FDRT WOkTTi West 7th Street Improvements
STANDARD CdNSTRUC"I'CON SPECiFiCATION DOCUM�.NTS Cily Project No. IOL555
Revised Septembcr0l, 2020
3441 ]0-23
'fRAFFiC Si[iNALS
Pagc 23 of 1D7
2) The housing and daars of the signal head sha11 be made of die cast
aluminum alloy in accordance wrth ASTM Specification B85-57T.
3) Sandcast aluminum alloy shafl be used foz� other parts of the signal head if
in accordance with ASTM Specification $26-57'['.
4) The visors shall be fabricated from a[uminutn sheet conforming to the
ASTM Specificatian B-20R-STT. �
5) All nniscellaneous parts such as hinge pins, lens clips, locking devices, etc.
shal! be made of a non-corrosive material.
6) The hausing of the signal heads shall be constr�cted of interchangeable
sections.
7) All exterior mating surfaces shall be flat to assure waterproof ancE dust-
proof assembly of sections.
8) The top and bottom of the sectians will h�ve an opening approximately 2
inches in diameter to permit thc entrancc of 1'/z inch pipe nipples.
9) Each section shal] have serratcd openings or equivaleut, far providing a
posi[ive and lacked positioning of signal sections when used with serrated
mast arm or span wire mounting brackets.
IO) The door and iens housing shall be equipped with a watertight and dust-
tight molded neoprene gasket.
a) The door of each signal section shall be attached to the housing in a
watertight and dust-proof manner.
b) Non-corrosive hinge pins and 2 wing screws will be furnished on each
door for operiing and closang without the use of special tools.
{1) These hinges and screws sha[[ be of such dcsign as to ai]ow even
gasket pressure.
1 I) Each signal hcad section shall be furnished with a detachable tunnel type
visor unlcss othe�rvise specified.
12} Visors shall be a minimum of 10 inches in length (depth) far 12 inch
signals.
a) Visors shall be atiached to the door assemblies in a manner that
facilitates field remnval and installation.
b) Visors shalI be fabricated from aluminum and shall not form a
complete circle and shall have the bottom open, unless louvers are
re�uired.
13) Traffic signal housing sha11 be furnished with LED inserts that compIy
with this Specification and shaIl be in the standard red, amber and green
configuration as specified by the most current version of the TMUTCD.
I4) A screw down type terminal block shall be provided with each signal head
for facilitating field wiring.
15} The pigtail leads from the larnp rcceptacles shall be conncctcd to a
common terminal block within thc hcacf asscmbly.
I b) Each terminal block will be at lcast a 6 position, l2 terminai strip secureIy
fastened at bath ends to the signal housing.
17) The housing and outside surface of the visors shall be ttaffic yellow (RAL
1023) in color.
a) The inside surface of visors shall be a"Dull" o�' "Flat-blactc" color.
b) The outside sui•face shal] have a minimum af 2 coats of baked chromc
yellow enamel (TT-G545E1310), Munsell notation O.YP 47/15/3, per
FAA Specifrcation L-802-B and ASTM D 1535.
h. LED traffic signal famp unit
Ci"FY O� POR'I' WOR"CH West 7th Strect Icnprovements
STAI�IDARD CONSTRUCTiOtV SPECIFiCATIUtV DOCUMENTS City Projeet No. 1 D 1555
Revised September Dl, 2020
34 4l 10 - 2A
TRAPFiC STGNALS
Page 2A oF 107
1} The product bid shall be manufactured by one of the following
manufacturers:
a} GE Lighting Solutions
b) Duralight
c} Other prior approved equivalent
2) The equipment shall conform to the applicable requirements of: the
Underwriter's Laboratory Incorporate {LTL), the American Society for
Testing and Materials {ASTM), the American Standards Institute (ANST),
the National Electricai Manufacturer's Association (NEMA}, and other
applicable standards and specifications.
3) The LED traffc signal Iamp unit shail comply at a minimum with the
Institute of Transportation Engineers {ITEj specification for ITehacle Tr�ffic
ContrUl Sfgnc�l Head — Light Ematting Diode (LED) Circailar Signal
S'upplement (T/TCS`H); adopted June 2ppS, for circular indications and
Tlehfcle Traf_fic Cnntrol Sig�zal Head Part 3: Light Emitting Diode (LED)
.4rr-ow Traffic Sagnal Moclules for anrow indications.
4) The LED shall havc an "incandesccnt" look, using the minimum number of
LED's that comply with the i'FE specification.
5) if proper orientaYion of the LF,D unit is rcquired for optimum performance,
a clear, durable and unmistakable marking shali bc provided on each lens
as to its proper orientation (top or bottom).
6) Thc manufacturcr's namc, seriai number and other necessary identification
shall be permanently mariced on the backside of the LED trafiic signal
lamp unit. A label shalt be placed on thc unit certifying compliance to ITE
standards.
7) Documcntation Requirements
a) Each LED traff c signallamp unit shall be provided with the following
documentation:
(1) Complete and accurate installation wiring guide
(2) Contact name, address, and telephone number for the
representative, manufacturer, or distributor for warranty repair.
(3) A capy of a test re�ort certified by an independent lal�oratory that
�e L�D traffic signal lamp model submitted meets all the �
requirements of these Speci�cations in accordance with iTE
VTSCH Part 2.
(4) Schematic diagram for each unit, along with any ncccssary
installation instructions
(5) Far each unit submitted, the manufacturer name, brand and model
number of LEDs used shall be provided, along with thc LED
manufacturer's tecommcnded dtive curreni and degradation
curves.
(6) Warranty inforrnation from manufacturer
(7) Quality assurance testing documentation
c. 5ignal head louvers
1} Louvers shal] be provided for those signa] seciions indicated in the
Drawings.
2) Atl louvers shall be of such design as to provide �isibility of the ]ens for
t�►e in�ended lane o�trafGc as indicated by Chc Drawings and block
visi6ilYty to al] othcr lancs.
d. Mounting hacdware
CiTY OF FORT WORTIi West 7rh Street Improvemcnts
STANDARD CON5TRUCTTOPV SPP.CtPTCATTON DOCUM�NTS City 1'roject Na. 101555
iteviscd Scprcmbcrirl, 2620
344L 10-25
TRAFFIC SIGIJALS
Page 25 of l07
1) Mast Arm Mount Signal Bracket, 1-Way Cable Mount �
a) The p��oduct bid shaIl be the mast arm mount signal bracket, 1-way
cabie mount, for 3 to 5 section head with 84 inches cable and 74 inches
lang gusseted tube manufactured 6y Pelco, part no. AB-0125, or
approved equivatent.
2) Mast Arn� Mount Sigr►al Bracket, 1-Way Cable Mount, Clamp Assembly
a) The product bid shall be the mast arm clamp assembly with 84 inches
cable manufactured 6y Pelco, part no. AB-3009, ar approved
equivalent.
3) Mast Arm Mount Signai Bracket, 2-Way Cable Mount
a) The praduct bid shali be the mast arm mount signal bracket, cluster
cable mount, far 5 section signal head with 84 inches cable
rnanufactu,red by Pelco, part no. AB-0138, or approved equivalent.
Genei•al Specifications, are below.
4) General Spccifications
a} Bracket shall be completely adjustable such that it is capable of
rotationaI adjustment about the bracket axis, vertical adjustment,
rotational adjustment about the mast arm and rotaCional adjustment
right & lefi from the vertical plane.
b) Bracket shall be pravided with aircraft type stranded cable for
fastcning the bracket to Chc supporting arm or structurc.
c) Bracket shall be easiiy adjustable to fit alI sizes of round, octagonal,
elliptical or other shaped structure without special tooIs or equipment.
d) Bracket shall attach to the signal in a clamping manner halding the
signal both top and bottotn in order to assure maxirnum rigidity.
(1) For the 1-way cable mount, a standard bracket shall accommadate
all major signal manufacturers' signals from a 3 section 1-way 12
. inches signal through a 5 section 1-way 12 inches signal and any
comhination thereof including 3M and ICC configurations.
(2} For the 2-way cable rnount, a standard bracket shall accomrnodate
ail major signal rnanufacturers' signals for a 3 section 2-way 12
inches signal and ar�y com�ination tlzereof including 3M and ICC
con� gurations.
e) Upper and Lower Arms
{ 1) Shall be cast irom 319 aluminum or equivalent
(Z) The lower bracket arm shall be internally threaded to
accommodate the threaded r�ertical support tube.
(3) The lower arm shall be furnished with ABS plastic covers, which
will slide and snap into position without thc use of fasteners or
tools. '
(4) All upper and lower arms shall have 72 tooth serratians cast into
the arm to assure a positivc lock with signal housing and shalt be
secured about their rotational axis with sclscrews.
(5) Both upper and lower arms shall have a tri-bolt arrangement for
attachment to the signal housing.
{6) Opening in the lower a�nns shall accommodaYe a minimum of 3, 12
conductor 14 gauge cables.
� Vertical Support Tube
(1) Shall be a double gusseted tubc extruded from 6063-T6 aluminum
alloy or equivalent and have a cross section.
CfTY pF FQR"i WORTk West 7th Sueet Tmprovemcnts
STANDARD CONSTRUCTiON SPECIF�CAT[OPI �JOCUML:NTS City Pruject Nu. I 01555
Revised Septembcr 01, 202Q
34 41 10-26
TRAFFIC 51C'�IVAi,S
Page 26'nf 107
{2) Each tube shall be comp[ete with a vinyl closure strip and be
threaded on 1 end to accommodate the lower arm assembly.
g} Mast Arm C1amp Assembly
([) Both rnale and femalc hal�es shal] bc cast from 713 alurninum
alloy or equivalent.
(2} The male clamp hali shall be secured within the female half,
utilizing a spring steef retainer ring.
(3) Such assembly sha11 provide an unabstructed center of 2 3/8 inches
minimum diameter, aliowing for 3b0 degree rotatinn of the clamp
assembly.
{4) There shall be no internal cross bracing assembly obstructing the
centcr opening.
h) Aircraft Type Stranded Cable
(1) Shall be fab�-icated in 1 piece with a minimum diameter of 3/l6
inches either galvanized ar sCainiess steel
(2) The cable shall be compfcte r�vith 7/j b inch stainless stee] clamp
screw permar�ently attachcd Co each end. Each clamp scrcw shall
be fitted with a stainless steel hex nui, SAE flat washer and an
aluminum-beaeing washer.
(3} The clamp screw shall be flattened on 2 opposite sides far wrench
accommodation. The stranded cable shall be af sufficient lengt� to
fasten thc clamp assembly to a minimum pole diameter of 8.6
inches.
i) Fach bracket shall be completc with all necessary bolts, washers,
gaskets, etc. to allow assemb[y of the signal to the bracket and the
bracket ta the mast arm.
j) AIl alurnir�um parts shall have an Alodine (or cquivalent} finish. AlI
stee] parts shall have a traffic yellow [RAL I023) zinc di-ehromate
finish.
2. LED Cauntdawn Pedestrian Signal Head Assemblies
a. General
1} Famish a single, seIf-contained madule, not requiring on-site assembiy for
retrofit into cxisting tra.ffic signal housings as defir�ed in TxDOT' DMS-
11130, Pedcstrian Signal Heads. Ensure that installation does not require
special toals.
2) PrQvide LED's rated for 100,000 hours of continuous operat�on over a
temperaturc range of -44°C to +74°C.
3) Ensurc modules are rated far a minimum life of 60 months.
4) Ensurc modules meet all parameters of this specification throughout this
60-month period.
5) Use L�Ds manufactured using aluminum-indium-gallium-phosphide
(AIInGaP) technology or other LEDs with lower susceptibility to
temperature de�adation than alutninum-galliutn-arsenic (A1GaAs)
technology. AIGaAs LEDs are not alIowed aluminum. .
b. IIousing
1) The product bid shall be manufact�.ired by one of the following
manufacturers:
a} McCain Traffic Supply
b) Other prior approved equivalent �
CETY OF FOR'f WORTH Wcst 7tli Su�eet lmprovemcnts
STANUARD L'ONSTRUCTTON SPEC[FiCATION T)OCUMENTS City �'rujccL No. I p 1555
Revised Septemher 01, 2020
3441 IU-27
TRAFFIC SIG3+iA[.,S
Page 27 of ] (17
2) Housings wil� not be pravided for r�trofit modules.
3) Housing uniis shall be new and unweathered.
4} Housing shal! be in accordance with TxDOT DMS-11130.
5} The housing shall be fitted with an LED module that has an incandescent
look_
6) The housing shall be a l-piece corrosion resistant aluminum alloy die-
casting with integrally cast top, bottom and sides that are weather proof
and dust-tight.
7) The housing shall be right and left drilled for clanr�shell attachment and
shal[ have top and bottorn ports that are opened and capped and will
accommodaie standa.rd 1'/2 inches pipe.
8) The approximate size of housing (including body, door, and ears} shail bc
I 6.0 inches H x 18.75 inches W x 8 inches D.
9) The door frame shall be a 1-piece corrosion resistank aluminum die-casting.
10) The housing shall be traffic yellow (RAL 1023).
l 1) Thc housing sha�l havc a standard 3-position terrr�inal block, pre-wired to
receptacles to permit casy field installation of a power supply.
12) All necessary hardware shal! be provided with housing. Rivets shall be
aluminum and boits, lack washers, screws, eyebolt asser►�bly and pins shall
be stainless steel.
c. Mounting ha►-dware
1) Mounting hardware shall be the clamshell mount type #4805 manufactured
by McCain, or approved equivaIent.
2) Mounting hardware shall be a 2-picce, cast aluminum alloy assembly.
3) The 2 separate castings shail be joincd in the final assembly by the use of
stainless steel spring pins. �
4} The pole half of the assembly shall be designcd ta adapt to a widc range of
pole eonfigurations (4 inch nninimum diameter}.
5} Unit construction shali allow band-it type mounting.
6) Band-it type mounting shall be permitted by 2 recessed slots near thc top
and bottom of the pole half of thc assembly.
7) The pedestrian assembly shall be capable of being mounted on the pole by
lining up the mounting pins of the pole half with the mounting ears of the
pedestrian assembly and lowering it into position.
S) 3 sets of screw terminal pairs shall be located on a terminal block in the
upper third of the head half of the clamshell assembly.
9) A closed cell neoprenc sponge gasket shall be provided on the mating
surfaces of the 2 halves of the assemb�y to compete the rain-tight
construction.
d. Module
I} Modules shall com�ly with TxDOT DMS-1 l 130.
2) Ensure retro�t modu[es are capable of rcpiacing the optical unit.
3) The modufe lens may bc a replaceable part without the need to replace the
complete module.
4) Ensure the walking person and hand icons (16 in. x 18 in. size only} are
fulI (not outlines).
5) Ensure thc countdown digits arc made up of twa rows of LEDs.
6) Ensure each digit is a minimum of 7 in. in height,
'7) For each nominal message bearing surfacc (module) size, usc the
con-esponding H {height) and W (width}:
CITY OF I'ORT WORTH West 7th Sireef Improvements
STAI�DARD CONSTRi3CT[ON SPP.CIi'ICATiOtY DOCUM�NTS Ciiy Pruject No. ] O1555
Revised Septembcr 01, 2020
34 4l l0 - 28
TRAPF[C SiGNALS
Page 28 nf 107
Bearing Module Fcon Icon Countdown Countdown
Surface Size Hei ht Width Hci ht Width
{16 x 18
H Min 7 in. 7 in, Min 9 in. 6.5 in.
in.
8} Ensure the units do not have any attachments or options that will allow the
mode fo be changed from counting the clearance cycle, to thc full
walk/dan'i walk cycle.
9) Provide modules that are single, self-c�ntained devices, not requiring on-
sitc assembly for instalIation into existing traffic signal housing.
] 0} Ensure t3�e power supply is designed to fit and mount inside the pedestrian
signaE modulc.
1 1) Ensure the assembly and manufacturing process for the module is designed
to assure all internal LED and electronic components are adequatcxy
supported to withstand mechanica] shock and vibration from high winds
and other sourccs.
e. Environmental Rcquirements
t} Ensure the module is rated for use in the ambient operating temperat�re
range, measured at the ex�osed rear of the module, of —40�C to +74°C (—
40°F to +165°F}.
2) Ensure the pedcstrian module is dcsigned ta meet NEMA 250 Hose down
Test.
3) The test is to be conducted on a srand-alone unit. No protective housing
will be used. .
4} Ensure thc module lens is UV stabilized.
5) Ensure that the LED optical unit is dust- and moisture-proof ta protect all
internal.LED and e[ectrical components.
6) ProvicEe housing for each.LED optical unit that is a sealed watertight
enclosure that pre�ents dirt contamination and allows for safe handling in
all wcather conditions.
7) PerForm moisture-resistance testing on LED signai sections in accordance
with the requiremcnts in the latest NEMA Standard 250 for Type 4
enclosures.
8) Evidence of internal moisture after tesEing will be cause for rejeciion.
f. Signal Lens
1) Ensuxe tl�c lcns of the LED pcdestrian and countdown signal modules are
po[ycarbonate UV stabilized and a minirnum of U4 in. thick. �
2) E�stiire thc exterior of the ]cns of the LED pedcstrian and countdown signal
module are smooth and frosted to prevcnt sun phantom.
g. Module Identification
1) Each module must be permanently identi�ed on ihe backsic�e with the
manufacturer's namc, model num�ers, marnif'actured datc (minimum wcck
and year), and serial number.
2) Ensure the following operating characteristics are identified: nominal
voltage, power cansurription, wattage and Volt-Annpere.
C I"E'Y OF F�itT W012Ti-[ West 7tf� Street Impro�cments
STAI\DARD CONSTRUCTION SPECiFiCATION DOClJMENTS Ci[y Yrojcct �o. I O 1555
Revised 5epiembcr 01, 2020
34 41 l0 - 2)
TRAFFIC SIGNALS
Page 29 of 107
h. Photometric Requirements
1) Luminance, Uniformity & Distribution
a) Ensu�•e that for a minimum period of 60 months, the maintained
mirni3num luminance values for the modules under norma! operating
conditions are not less than 2200 cd/m2 far the Walking Person icon
and 1400 cd/m2 for the Hand ican when measured perpendicular to the
surface oFthe module at nine {nine) separate points on the icon.
b} These va�ues may decrease up to 50% of these table values beyond 15°
from the perloendicular in either to the Ieft or rigi�t on a horizontal
piane.
c} Ensure khat the luminance of the module does not exceed three times
the maintained minimum luminance of the modules.
d) Ensure that the uniformity of the r�valking person and hand icons'
illumination meet a ratio of not more than i to 5 between thc minimum
and maximum luminance measurcments (in Cd/m2}.
2) Chromaticity
a) The standard colors for the LED Pedestrian Signal Module must be
White for the walking person and Portland Orang� for the hand icon
and countdown digits on a black opaque background.
b} Furnish an optica] unit that remains in accordance with the
chromaticity (color) requircments in the latest Equipment and 1V[aterial
Standards of the Institute of Transportation Engineers, Chapter 3:
"Pedestrian Traffic Control Signal Heads,° for a minimutn of 60
months over an operating temperature range of —40°F to 1 b5°F.
i. Electrical
I ) General
a) Furnish modules that are operationally compakible with traffic signal
controllers, cabinets and accessaries manufactured to City
speciiications.
b} Ensure that all wiring and terminal blocks meet the requirements of
Scction 13.02 of the VTCSH Standard.
c} Thrce secured, color coded, 914 mm (36 in) iong 600 V, 16 AWG
minimunn, jacketed wires, conForming to the National Electrical Code,
rated for service at +1 �5°C, are to be pravided for electrical
connection.
d) Furnish LED signal modules that are dcsigned so that there is no
noticeable light output when connected to rated voltage through an
impedance of 15 Kohm (either resistive or capaciCive).
e) Furnish signal modules that are designed so that, under normal
operatioa, an AC voltage of no greater than 10 volts RMS shall be
developed across the unit v�hen it is connected in series with any val�e
of impedance greater than 15 Kohms and far any app�ied AC voltage
between 95 and 135 volts RMS that is connected across this series
combination.
fl In addition, the signal module must be designed so that the voltage
across the module will reduce in vaIue to less than 10 vo�ts RMS
within 100 msec when thc module is switched ofFby any solid state
switch or switch pack having an impedance of 15 Koi�rns or greater.
C1TY DF FORT WOR'l'FE West 7t13 Sueet lmprovements
STANDARD COIVSTRUCTION SPECiFICATION DOCUMENTS City Praject No. I D 1555
Rcviscd Septeinber0l, 2024
3a a> >n . �o
3'RAFFiC SIGNALS
Page 30 of 1Q7
g} Inco�porate a regulated power supply engineered to electrically proteck
the LEDs and maintain safe and reliable operation in each LED opt�cal
unit.
h) Use a por�ver supply that pravides capacitor-filterecf dircct current {DC)
regulated current to the LEDs �er the LED manufacturer specification.
Designs that operate at currents greater than the LED manufacturer's
recommended drive current will not be allowed.
i) Design the power supply so that the failure of an individual component
or any cambination of components cannot cause the signal to be
illuminated after alternating current (AC) power is remo�ed. Provide a
signal module thai is equipped such ihat each indication (i.e. walk
symbol, hand, and cQuntdown display) is provided with a separate
power supply.
Z) Voltagc Range
a) Ensure the LED modu�cs operate from a 60 t 3 Hertz AC line povver
.over a voltage range from 80 ko 135 VAC RMS.
b} The current draw must be sufiicient to ensure compatibiliry and proper
triggering and operation of load cur�-ent switches and can�lict monitors.
c} Nominal operating voltage for all measurcrr�en�s must be l20 f 3 Volts
rrr►s.
d) Fluctuations in line voltage over thc range of 80Vac to 135Vac must
not affect luminous intensity by more than t 10%.
e) Ensure the LED circuitry pre�ents flickering at less than 100 Hz over
the �oltage range stated above.
f) Pro�ide modules that are designed ancf constructed so that thc failure of
a single LED will nat result in the luss of additional LEDs.
g) There shou�d be no illumination of the znodule when thc applied
voltag� is less than 35 VAC RMS.
h) To test for this conditian the each icon must first be fully illuminated at
the norr�inal operating voltage.
i) The applied voItage must thcn be reduced to the point where thez�e zs no
illumination.
j) This point must be greater than 35 VAC RMS.
k) Turn-On and Turn-Off Ticne
(1) Ensure each icon of the module reaches 90% of their full
illumination {turn-on) within 75 msec of the application of the
nominal operating voltage. �
(2) The modules must nof be illuminated (turn-aff) after 75 msec of
the removal of thc nominal operating voltage.
1) For a6normal conditions when nominal voltage is applicd to the unit
across the two-phase wires (rather than being appEied to the phase wire
and the neutral wire) the pedestrian signal unit must dcfault to the hand
symbol.
m) Transient Voltage Protection
{1) Ensure the module's on-board circuitry includes �oltage surge
protection to withstand high-repetition noise transients and 1ow-
repetition high-encrgy transients as stated in Section 2.1.6, NEMA
Standard TS-2, 2003, or the latesi version.
n) Electronic Noise
{;]'I'Y OF FdRT WORT[1 West 7th Street [m�co�ements
STANDARD CO7�ISTRUCT[ON SPEC[FTCATION DOCUMENTS City 1'roject No. Y01555
Revised Septemhcr 01, 2020
3441 [0-31
TRAFFiC SIGNALS
Page 31 of 107
(I) The modules and associated on-board circuitry must meek Federal
Communications Commission (FCC) Title 47, Sub Part B, Section
I 5 z-�gulations conceining the emission of electronic noise.
o) Power Factor (P�') and AC Harmonics
(1) Ensure the modules provide a power factor of 0.90 or greater when
operated at nominal operating voltage, and 25°C (77°F).
(2) Total harmonic distortion induced into an AC power line by the
modute, operated at nominal operating voltage, at 25�C (77°F)
shall nnt exceed 20%.
3) Module Functions ,
a} Cycle
( l) The module must operate in one mode: Clearance Cycle
Countdown Mode Only.
(2) The display of the number of remaining seconds must begin only
at the beginning of the.pedestrian change interval.
{3) Af�er the countdown displays zero, the display must rernain dark
until the i�eginning of the next countdown.
(4j Module wiI! not have user accessible switches or controls for
modification of cycle.
(5) Ensure the countdown pedestrian signal dispiays the number of
seconds rcinaining until the termination of the pedestrian change
. intervaL
(6) Countdown displays must not be used during the walk interval nor
during the yeiiow change interval of a concnrrent vehicular phase.
b) Learning Cycle
(1) Ensure that at power on, the module enters a single autorr�atic
learning cycle.
(2) During the automatic (earning cycle, the countdown display
remains dark.
c) Cycle Modification
(1) The unit rc-progtams itself if it detects any increase or decrease of
Pedcstrian Titning.
(2) The counting unit will go blank once a change is detected and ihen
taicc ane complete pedestrian cycle (with no counter during this
cycle} to adjust its buffer timez-.
d} Recycling
(1) Ensure the module allaws for consecutivc cycles without
c�isplaying t�te steady Hand icon {"Dog't Walk") or the conntdown
display,
e) Prcemption
(1} Provide modules that recognize preemption events and �emporarily
modify the crossing cycle accordingly.
(2) If �the controller preempts during the walking man, khe countdown
will follow the controller's dircctions and will adjust from waiking
man to flashing hand.
(3) It will staz-t to count down during the flashing hand. If the
pedestrian changc interval is interrupted or shartened as a patt of a
transition into a preemption sequence, the counfdown pedestrian
signal display should be discontinued and go dark immediately
upon activation of the preemption transition.
CITY OF FORT W�RTH West 71ii Street Improvements
STANDARD CpNSTRUCTION SPECIFiCA1'[ON DOCUMENTS City Projcct No_ I OlSSS
Revksed Septe�nLernl, 202�
3441 ]0-32
TRAFFfC STGNALS
Page 32 af 107
(4) THe next cycle, following the preemption event, must use the
correct, initially programmed values.
f} "Don't Walk" Steady �
(1) if the coniroller output displays Don't Walk steady candition and
the unit has not arrived to zero ar if both the hand and man are
dark for some reason, the unit sus�ends any timir►g and the digits
will go dark.
.(2) A steady UPRATS�D HAND (symboiizing DONT WAI.K) signal
indicatic�n must be displayed during the yellow change interval and
any red clearance interval {prior to a conflicting green being
� dispEayed). .
g} Power Failures
(1) The module must maintain a consistent countdown during short
powcr failures (Icss than 1 sccond).
(2) A longcr failurc or an abscncc of signal grcaEcr than onc (l ) sccond
must turn off countdown display and trigger a restart system
I-emembering the last sequence, as it is done for the 170/2070
traffic controller. .
3. Pedestrian Push Sut�on Assemb�ies .
a. The product bid shall be the Bu1lcEog''"' pushbutton BDLM2-Y with Bulldo�
Paie Mount BDPM-X manufactured by Polara, or approved equivalent, and
shall meet the following speciftcations:
1) Bu#ton must be highly vandai resistant a�d pressure activated with
essentially no moving parts.
2) Button must be able to withstand an impact from a baseball bat or hammer.
3) Buiton housing must be cast aluminum pawder coated tra�c yeilow (RAL
1023}.
4) BuEton cap must be made of 315 stainiess steel.
5) 5w�tch must be solid state electronic Piezo switch rated for 100 million
cycles with no moving plunger or moving electrical contacts.
6} Button must have LED ta give indication of button being pushed.
7) Button must give a 2 toned beep indication of bukton being pushed ( i tone
for push, i tone for release).
S) Butkon must have built in surge protectinn_
9) Button must be able Eo hold the ca[I for a minimurn of 5 seconds.
� 10) Butron must operate i�mmediately after being completely immersed in
water for 5 minutes.
11) But#on must not be able #o allow ice to form such that it would impede
function of button or button cap.
12� All switch electeonics m�st be sealed within the cast aluminum housing.
13) Button must have raised ridges to protect the button .from side impacts.
14) Tne button shall come complete with an aluminum round housing to be
mounted to the signal pole. The housing shall be cast aluminum powder
coated traftic yellow (RAL 1023},
15} R10-3e push button signs
16} AI[ necessary polc mounting hardware shall bc supplied.
4. Accessible Pedestrian Signals (APS)
a. 'I'he producL bid shall bc eithcr Navigator APSTM by Polara, Pelco intclliCross,
or approved equivalent, and shall mcek thc following specifications:
CETY OF FORT WORTH West 7i1� Street Ilnprovements
STAN�ARD Cp�ISTRUCTiON SPEC[FTCAT'ION DOCUMEI+FTS City YrojccL No. 101555
Revtsed Seplem6er 01, 202f1 .
344i IU-33
TRAFFIC SICiTVALS
Page 33 nf 107
1) Hausing requirements
a} Provide a 2-piece cast aluminum hausing unit co�sisting of a base
housing and a removable cover.
b) ShalI be vandal proof and be powder coated to provide a high contrast
to the support structure for the visually impaired.
c) Made of corrosion-resistant material. The bolts used for mounting the
APS housing to the support structure shall be stainless steel.
d) Shall come as a two part swivel and lock system with APS bucton
station and mounting plate. The mounting �Eate must have two
elongated holes for mounting to the stanciard of minimum 0.300" x
0.5". One mounting hole shall be in a vertical orientation and the
second mounting hole shalI be in a horizontal orientation to ailow for
drill alignment errors.
e) For ease of mountfng a push 6utton height indicator will be located on
the mounting plate to assure consistent and uniform installation.
f} The swivel and lock system shai! provide a minimum of plus and
minus 15 degrees of rotation. A single security screw shal{ bc used to
sec�.u•e ihe AFS assembly to the mounting plate for quick assembly and
disassembly.
g) The mounting pIate shall pro�ide for banding the APS assembly to a
pole with two 5I8" type steel bands.
h) The mounting plate shall provide a bend/ z�adius #or wiring exiting from
the pole and create a natural drip loop of the wires before entering the
APS assembly.
i) Be attached to the pole with twa `/4-20 screws suitable f'or use in tapped
holes. The mounting plate hole arrangement sha11 ensure that the clear
space between any two n�ounting holes required in the post must be at
least twice the diameter of the larger hole. �
j) The size and design of tlze AP5 butto�n shali be to allow two APS
button assemblies to be mountcd adjacent on a four inch diametcr pole
without necd for an additional adaptor or spacer.
k) Access to wiring and �rogra«in�ing ports is provided via a separate
compartment distinct from the main housing.
2) Ensure the internal components �rovide a pushbutton with atl the electrical
and mechanical parts required for operation.
3) Supply housing ar an adapter (saddle) that conforms to the polc shape,
fitting flush to ensure a rigid installation.
4} Supply adapters of the same material and construction as the housing.
5) Close unused openings with a weather-tight closure painted to match the
housing,
6) Provide a minimum 0.5 inch hole with an insulating bushing through the
back of the housing.
7) Ensure the manufacturers name ar trademark is located on ihe housing.
8) The APS pushbutton shall be a solid state switch rated for at least 1 million
aperations.
9) Ensure APS complies with US Access Board's "Draft Guidelines for
Accessible Publie Rights of Way" (PROWAG) Section R306.
CI7'Y OF FORT WORTH West 7th Sireet lonprovcnicnts
STANDARD CO�ISTRUCTION 5PECIPTCAT�p3�I DOCUMENTS Ciry Preject No. l O1555
Revised Septc�nher 6E, 2020
34 41 10 - 34
TRAFFTC STGNAL5
Page 34 oF 107
10) Ensure that the AP� compiaes with.and provides operation consistent wit�►
requirements of Sections 4E.09 through 4E.13 of the 2009 Edition of the
Federal Highway Administration publication Manual on Uniform Trafiic
Control De�ices.
11) Supply an APS (pushbutton station) that inclucies a pedestrian sign, a
pushbutton, vibrotactile arrow and an audible speaker contained in one unit
and with the following features:
a} Vi6rating tactile arrow with high �visual contrast.
h) Vibrotactile arrow shall be i-otatable without disasscmbly of the APS
enclosure. The arrow shalE be adjustable by 4-degree incrEments.
c) T'actile arrows
(1) Raised a tninimum of 0.031 inches {0.8mzn) from the pedestrian
detectorsurface �
(2) Between 1.378 inches (35mm) and 1.772 inches (45mm) in lcngth
(3) A stroke width between 1D and l S percent of the length of thc
arrow
(4} An ope.n arrowhead at 45 dcgrees to the shaft and not exceeding 33
percent of the length of the shaft
(5} Be easily removable and ro�atable without APS button station
disasscmbly
(6) Arrow affixed ta the pedestrian detector face securcd with security
typc screws
{7) Where required a doubie aerow shall be provided on the pedestrian
detector
(8) Tactile arrows shall be located on the pedestrian detector, have
high �visual contrast (dark ou light), and sY�all be aligned pagallel to
t�e direction of travel on the associated crosswalk
d) Pushbutton locator tone with a duration of 0.15 seconds or less,
rcpeating at 1-second intcr�als.
e) Thc pushbutton locator tones must deactivate when the ttaffic control
signal is operating in a flashing rnode.
� The locator tones must be intensity responsivc to ambient sound and be
audible (a maximum of 5�BA fouder tha�n ambient sound} up, to 6 to12
feet fro�n the pushbutton or to the 6uEiding linc whichever is less.
g} Speech walk mcssage for the WALKING PERSON (symbolizing
WALK} inc�ication.
h} Speech pushbutton information messagc.
i) Unless plans require otherwise, provide each pushbutton station wi#h a
9" X I S" sign. Use sheet aluminum with minimum thiekness of 0.08Q
in. for information signs for push buttons.
j) Pecfcstrian detector s�a11:
(l) l�e a minimum of 2-inchcs (50mm) in diameter,
(2) Raised abovc !he surrounding surface for ease of operation,
{3) The mechanism shauld not require marc than 5 pounds (22.2 N) of
force to activate,
{4) Provide mounting for the directional tactile arrow, and
(5) Provide a slot for changing khe direction of the arrow through
buiton rotatian with a blacic type screwdriver.
k) Audible tone walk indicatio»s
CiTY OF FOR'I' WUR�1'H West 7fli Strect Lnprovements
STANDARD CONSTRUCT[ON SPrCT�iCATTON DOCUMENTS City 1'roject No. 101555
�2cviticc3 SeptemberDl, 2020
344t ED-35
'FRAFFiC SIGi�TALS
Page 35 of 107
(1) Consisting of ticks repeating at S to 10 times per second at rr�ultiple
frequencies with a dominant component at 880 I-Iz f 20%.
{2) It must provide an audible walk indication during the walk inteival
" only.
(3) The audible walk indication must be from the beginning of tkae
associated pedestrian walk phase and must have the same duration
as the pedestrian walk signal except it must be possible to limit the
accessible walk indication to the first 7 seconds of the walk
interval when the pedestrian signal rests in walk.
(4) When the accessible walk indication is lirr�ited during rest in walk
a button press during the wal�C interval must recall the wallc
interval pravided the crossing time remaining is greater than the
pedestrian change interval.
i 2} Operational Features of system
a) Sound verification
(1) A sound verification feature shall be employed tn the �1PS button
to prevent incorrect or erroneous sound dircction indications frotn
reaching pedestrians.
(2) The sound veri�cation system shall provide independent
rrzonitoring ofthe sounds and pedestrian signals and independent
control over the relcase of the sound to the pedestrian.
(3) The APS button znternal program shall compare the digital sound
to be played directly with pedestrian signals monitored by the push
button station.
{4) This shall be accomplished by a separate microcontroller ch�p
located directly in each button station.
b} DisCributed Intelligence
(1) The APS button stations shall operate independently and not
require a central contrai paint for normal button operation.
(2) Button ko button communication shall usc cxisting field wiring.
(3) The APS button stations shalI not use wireless {over air)
communications for any co�nmunication requirement bctween
buttons_
{4) if the AP5 features fail in one pushbutton station the button wiil
still o�erate as a button and the othcr station will operate as
normal.
c) 5ounds
(1) The APS button station shall be capable of emitting sound cues
and voice messages during the Walk, Pedcstrian Clearance, Don't
Walk, 5hort and Lon� button presses, and an demand Train,
Etx�ergency or AlerCs requests.
(2} The APS butEon sha11 provide a playlist for cambing up to four
sound cues or rr►essages. The APS button shal] provide a minimurr►
of eight walk sounds, four button press sounds, two pedestrian
clearance sounds, and one don't walk sound.
d) Crossing sounds concurrent or aIternating
CITY OF FORT WORTIi West 7tit Street Iuip�-ovements
STA[�IDARD COtJSTRUCTIO�I SP�CEFICAT[ON DOCUMENTS Ci[y Yrojecl Nn. i01555
[2evised September Ol, 2020
3441 10-36
TRAFF�C SIGPVAi,S
Page 34 nF l07
(1) When buttons are used at each end of a crosswalk, the audible
"Walk" and/or "Flash Don't Walk" (Pedestrian Clearance)
rnessages shaIl be agency configurable to emit tones that are
concurrent or alternating (when one is emitCing a tone the other is
silent}, for the full duration of the associated signal.
(2) The concui�rent/alternating mode shall be available on both the
button and overhead beaco� speakers and separately set�able to
commence with the Walk signai, Pedestrian Clearance si�nai or
both. The concurrent or alternating sounds shall be adjustable on-
site with the programming device.
e) Audible beaconing sound during Walk
{1) The button shall pro�idc several optional sounds for beaconing
including custom sounds/messages. This sound shall be
configurable to play through a push buiton speaker andlor optional
overhead spcaker.
{2) The button shall provide smart deteciion logic to provide a way-
finding sound "on-demand". This includes a short button press to
only activate the button Walk soundlmessage and a long button
press to play the walk and/or pcdestrian clear sound/mcssage
through thc button AND ovenc�ad beacon speaker.
t) Ambicnt noise compensa#ian
(1} A microphone shall be intcgrated at the button station to
automatically adjust the volume levels to compensate for t�ie
am6icnt noise. Ambient noise shall be sampled prior to cach sound
P�aY•
g) Sound playback an� sound pressure level settings
(1) Configuration for each sound shall be independcntly settable as
follows:
(a} MiniYnum sound levcl settable from SOdB to 110dB in 1 dB
increments
(b} Maximum sound level settable from S�cfB to 1 I OdB in 1dB
increments
(c) Gain {abo�e ambient) leve[ settable from OdB to 20dB in IdB
increments
(d) Period (repetition rate) settablc from 0.1 sec to 999scc in O.lsec
in crcmcnts
(e} Pfay6ack speaker settable as; Button, Overhead {Bcacon) or
both
{#} Duration of sound settable from Osec to 999sec in lscc
incremenks with default = 0 for maxirrtuzn c�uration
(2) All sound level adjustmcnts shall be presented it� decYbeIs (dB) and
. settable in increments of 1 dB. Separate sound icvet settings, as
above, shal[ be provided for short and long button press.
h) Rest in wallc applicatinn
{1) Fixed walk sound titne — no re-service until next walk signal
(aj During the Walk signal, iithe Wa1k sound has completed due
to a fixcd F]uration setting, iI'no Pedestrian Clearancc sound is
prngramrned the Don't Wallc sound shall play by default,
(b} An APS button activation shall not replay thc Walk sound after
the duration has passed while the Walk signal is still active.
C[TY OF FOR'1' WORTH Wzst 7th St3cct impro�ements
STAN�)ARD [`,UNSTRUCTiON 5PL:CIPTCAT'CON DOCUMENTS City Project No. ]Q1555
Rcviscd Septemher 01, 202f1
34 4l I O- 37
TRAFFIC SIC�NALS
Page 37 of 107
{c) The APS button shall remember the activation call and at the
beginning of the Pedestrian Clearance the APS button shall
• ca�se a contact closure to the traffic controller pectest�7an input
and subsequently play the walk sound at the beginnang of the
next Walk signal.
(2) Fixed walk sound time — re-service on demand
(a) If a Pedestrian Clearance sound is proga�ammed in the APS
Button, the Walk sound shall be re- serviceable within the
Walk Signal whcn activated.
(b} The Pedestrian Clearance sound is to ensure thak there is a
continuity of sound Far pedestrian wayfinding in the crossing
should the Walk sound play and be terminaeed abruptly from a
signal change.
i) Adjustable long button press timin�
{1) Configurable iiming shali be available for the button to define how
� long the button must be pressed to requcst a"WaIk"
sound/message, played in accordance with the "long push seiting"
for the sound message.
(2) This indicatian is defined as a"long button press". An
acl�►awledgernent tone shall be emitted whcn a"long button press"
has 6een detected which is different frorr► the sf��rt button press.
Thc acknowledgement tone shall be cusiomizablc and contain at
least �ve default choices.
j) Sound without button press
(1) Configuration shall be availab�e on the button station to allow the
Walk sound and vibration to be activatcd at every Walk and
Pedestrian clearance signal without push button press requircment.
k} Signal malfunction monitoring
{1) The APS button station shall directly monitor the status of the
pedestrian signal and provide signal malfunction detection s�ould
both walk and don't walk signals either be steady OFF, ON.
(2) In the case of a detected malfunction, the sound and vibration
functions shall be disabled until the conflict is removed for more
than approximately 1 second and the APS is in thc Don't Walk
interval.
13) Spccial Features {Cornmunications Interface Uni,t (CUn)
a) Fault indication output to traffic controller
(1) The CIU shall monitor the health of each APS button and can be
programmed to provide a fault output to thc traffic�signal
controllex.
{2) In the event of failure of an APS button or the CIU a contact
closure shall provide fault indication to the traffic signal controller.
b} Evening sound control
(]) T�e CIU shall support an "Evening Maximum" sound control
hardware input which can be connected to a iraf�c controller time
of day control output.
CfTY Oi' FORT WDRTH West 7th Street LnprovcmcnEs
STANDARD CONS'iRUC'ilbN SPI:CiFICATION DOCUM�NTS City Project Nu. IUi555
Revised September0�, 2U20
34 41 l0 - 38
TRAFriC SIGNALS
Pagc _i8 af I 07
(2) The Evening Maximum input, when active (must be settable as
voltage `present' or `absent'), shall cause selected APS 6uttons to
use the Evening Maximum sound level setting for all sounds. This
control shall be independcnt for each sound on each button to
achieve optimaE intersection sound levels.
(3) The APS button shall support a timeaut fat- this input to guard
against a stuck condition should the CN fail.
c) Sound inhii�it control
{1) The CTU shall supporC an APS button "Inhibtt" coiitrol hardwarc
input which can he conneeted to a traffic controller time of day
control output.
(2) The Inhibit fnput, when active (must be settable as voltage
�`presenY or `absent'), shall cause the APS buttans to Inhibit Sound
for all button speakers.
(3) The APS button shall support a timeout far this inpui to guard
against a stuck condition shou[d the CIU fail.
d) Special event sounds
(1) The CN shall support a"Special E�ent" sound control hardware
input which can be cannected to a traffic controller or exEerna]
device event or time of day control output.
(2) The 8pecial Event input, wf�en active (must bc scttable as voltage
`present' or `absent'), shall cause selected A�'S buttons to use play
a Special E�ent sound playlist for that input.
{3) The CIU shall support contiguration of up to 1 l Special event type
inputs including at a minimurn; l-Train, 5-Emergency vehicle and
5-AEert rnessages.
e) Pre-timed intcrsection APS operatian
{1) When APS buttons are installed at pre-timed (non-pedestrian
actuated) intersections they shall provide Che same level of APS
service as if they were installcd at a pedestrian actuated
zntersection. An actuation at one APS button shall be transmitted to
the associated APS button on the same signal phase for proper
APS Button heaconing as may be required to assist pedestrians in
the crossing area,
{2) The CIU shall pro�ide a rrfin�mum of four pedestrian rcquest
outputs that can be connected to the traf�c sigial coi�trollcr
pedestrian inputs. The CIU pedestrian request outputs shall be
configurable to mirror AFS button actuations to a nrzinimum of four
phases.
(3) The CN pcdestrian request outputs shail providc a solid-state pu11
down to a TSC pedestz-ian input.
] 4} Product aperating conditions
a) The APS but�on system shall be pawered and operate from the cxzsting
nominal 120 Vac pedestrian Don't Walk and Walk signals only.
b) .The APS bu%tan shall a11ow direct connection to the traf�c signal
pedestrian isolator inputs. The APS system shall operating in
temperatures from -37 °C to f74 °C (-35�F to +165 °F).
15) Materials and fabricalion
a) Audibie Signals shall be supp3ied wi1:h all mounting hardware for pole
and signa[ head mounting.
CrI'Y QF' FOIt`� WORTH West 7th Strcet [zupro�e�nents
STAIVDAKD COIVSTRi7CTT01+� SP�,CIFIC;AT[OTQ TJOCUMENTS City I'�nject �lo. 101555
Rcvised Septen�ber01, 2020 �
34411U-39
TRAFFiC SIGNA[..5
Page 39 of ] �7
b) The but[on siation shall be die cast aluminum and shal! 6e
weatherproof and vandal proof. The approximate dimensions are
336.55 x 127 x 88.9 mm or 13.25" x 5" x 3.5" {L x W x H).
c) Thc button station shall be designed to adapt to mounting on a support
structure without compromising the mechanical stability and the
environmenta[ protectron.
d) The Tactile Arrow shall be integrated into the button station housing.
e) Security screws shall be incorporated in key areas to discouz-age
tampering or unauthorizcd access.
fl Existing signage shall be used or sign and mounting bracket supplied
as follows. Sx7-3/4 sign with integraCed sign holder
g) 9x12 sign with sign adaptcr 9x15 sign with sign adapter
16) Coating
a) Thc button station body shall be powder coated customers requested
cotor.
b) The button p�ungcr shall be powder coated silver.
c) The Tactile arrow shall be E-coated black with clear top coat.
17) Programining requirements
a) The APS Systcro shal] a]low pre-con�guration or onsite configuration
of the APS attributes. The APS button can be ordered with a built in
configuration to the MUTCD 2009 standards for pedestrian poles that
are 10 feet or more apart and allow setup through a simple button press
method without need �f a programming device.
b) Pragramrning device and/or software application sha11 be available for
�onfiguration af all components of the APS system. The programming
device shall be compatible with Microsoft Windows 8.�, 7, Vista, XP.
c) The programmer shall allow wired and wireless programming of the
AP5 button and system components. It shalI be possible to pragrazn
one or more APS buttons fram any APS ]�utton at the interscction.
d} It shall be possiblc tn prog►•am al� push buttons from the CIU at the
traffic signal controller.
e} Wireless programming shall al[ow remote programming of the APS
button system within 150 feet (SOm) of the Craffi.c cabinet.
�} The programrning device shall allow programming of AI'S button
under wired and wireless conditions for; configuration, custorrz sounds,
frmware, HW profiles and CN programmin�.
g} The programming device shall allow storage of an ualirz�itcd number oi
custom templates and intersaction profiles (within the storage
capability of the PC).
h) IP based connection to the APS Button systena for remote
pro�-amrning and management shafl bc available.
18} Automatic volume adjustment in response to ambient traftic sound level
provided up to a nnaximum volume of 100 dBA.
l 9} Tone or voice voiume mcasured at 3 ft. from the pushbutton station sha11
be 2 dB minimum and 5 dB maximunr� above ambient noise level and shall
be respons�ve to ambient noise level changes.
20) The pushbutton rnust be Americans with Disabilities Aci compliant and
activate both the wa.lk interval and accessible pcdestrian signal.
21) Actuation indicator-tone and pedestrian acknowledgc l�ght. The light shall
remain on until the next walk cycie has started.
C11�Y UF FOR'f W�RTiI West 7th Su-eet IinpA�ovemcnts
STANDARD CONSTRUCT10i�I SPEC[FICA-['ION DOCLIMI;NTS City F�nject No. I OI555
Revised Septe3nber0l, 2020
34 4l I 0- 40
TRAFPTC SIGT�IALS
Page 40 nf I 07
22) Extended button press which can be used to request a louder WALK signal
and locator tone for subsequent clearance intervai.
23) Inte�-naI speaker
a) Weather-resistant spcakcr pratected by a vandai resistant screen.
b) Norninal 15w speaker that shall pro�ide audible �eedback in the form .
of various signa[ing sounds
c) The button housing shall provide speaker ports to direct the sound in
front and behind the button sration in line with the button sign face.
d) The APS button shal l provide for the instailation of speaker baffles to
block sound from the front or back as may be required for special
applications.
24) Pedcstrian Button Feedback
a) Have a functional pushbutton that activates �lie pedestrian walk signal
whenever actuated, e�en if the audiblc speech walk messagc, the
pushbutton informatian message, thc pushbutton locato�� tonc, and the
vibrating surface features arc disabled.
b} Havc a pushbutton that whcn actuared activates thc pcdestrian walk
signal's timing during an AP,S attrihute failure.
25) Power intcrface Module (PIM}
a} A PFM shall be used to providc a low power interface to the AP5
button station (nominal 12-15 VDC).
b) Thc PlM shall be installed in the Pedestrian Signal hcad or in an
electrical box as required. The PIM shall be UL approved and bear
necessary rr�arkings.
c) The PiM shall meet NEMA TS2-2003 (or Iatest releasc)
Environmenta] and ElectricaI requirements.
26) Ovcxhead Beaconing Capability .
a) The APS button station shall have the option of ciriving an external
averhead (pedestrian signal or pole mounted) spcaker with independcnt
audio amplifier and audio controls.
b} This may be uscd where:
{1) Crosswalks are longer than 70 feet (22m), uniess they are divided
by a median that has another accessible pedestrian signal with a
locator tone;
(2) Crasswalks that are skewed;
(3) Intersections with irregular geometry, such as moz-e than four legs;
(4) Crosswalks where audible beaconing is requested by an individual
with visuai disabilities; or
(5) Othcr locations where a study indicates audib[e beaconing would
be beneficial.
c) The overhead beaconing is used ta assist pedestrians vvith orientaiion
in the crossing area. Overhead beacons have been shown to improve
directionaE information and safety for �isually impaired and sighted
pedestrians. NCHRP Document 117A: Accessible Pedestrian Signals:
A Guide to Best Practices.
27) Capable of operating at, as a minimum, up to 1000 ft(AWG #�12) cable run
from signal cabinet.
28) Pushbutton station and Central control unit shall be rated for #he following
temperature range:
a) Pushbutton station: -30°F to +155°F.
CiTY OF kOR'I� WORTH West 7th Street lmprove�nents
STANDARD CONSTRLICTiON SPi;CTPICAT[ON DOCi3MENTS City Projcct No. ]Q1555
Ravised September OI, 202{} , �
34 41 10-41
'I'RAFFIC SIGNALS
Page 41 of 107
b) Central Control Unit: -30°�' to +165°F
29) APS units shall be operational�y compatible with TS1, TS2, 170 and 2070
controllers and cabinet assemblies, currently used by the City and any other �
Texas government entities.
30) Unless specified otherwise in the plans, supply a central control unit (CCU)
for the pushbutton stations thak resides in the Traffic Signal Controller
Cabinet.
a} Provide a CCU capable Qf controlling up to 4 pedestrian phases and 12
Pushbutton stations.
b) Ensure ihat ail inputs and outputs on tlie CCU have Transient Voltage
Protection.
31} If plans specify that the APS vvill require no additional spacc or wi�-ing in
the cabinet, provide one control unit per push button station capable of
mounting in the pedestrian signal housing.
32) Tf a special device or software is required to configure the APS operation,
provide a minimum of one device or copy of software per signal cabinet
along with any requircd connectors, unless required otherwise by the plans.
33) Provide any wiring harnesses, connectars, interface cables, terrninal blacks,
• etc. required for connccting the pushbutton station or CCU to the traffic
signal controller assembly and making the Pushbutton stations operational.
5. Radar Detection Equipme�t and Cable
a. Radar presence detection
1) The product bid shatl be the SmartScnsor MatrixTM by Wavetronix, or
approvcd equivaleni, and sha11 mect the follawing specifications.
2) General .
a) Sensor Outputs
{1) Radar detector shall transmit rcai-time presence data frorri up to 1 Q
lanes, depcnding on mounting location and lane widths.
(2) The radar detcctor shall support a minimum of eight detection
zones.
(3) The radar detector shall support a minimum of eight detector
channel outputs and have user-selectable clzanncl assignments.
(�F) The radar detector sha11 usc 'OR' or `AND' logic gates to map a
single zone to multiple channcl outputs, and shall have channel
output extend and delay fiinctionality.
{5) The radar detector algorithms shall mitigate detections from
wrong-way or cross traffic.
(6) The radar detcctor system shaIl have fail-safe mode capabilities for
contact closurc outputs if communication is 1ost. Contact closure
will occur an all programrned detector channels associated with the
interface module when the failsafe is triggered and will r�xz�ain in
this state until communication is re-established between the
interface module and the radar vehicle sensar. '
b) Detectablc Area
{ 1) The radar detecto�- shal] be able io detect and reporl presence in
lanes with boundarics as close as 6 feet frorr� the base of khe pole
on which the detectoz� is mounted_ The detector shall be able to
deiect and report presence in lanes located within the 140 feet arc
fi•om the base of the pole on which the RPD is mounted.
CiTY OF FORT W(3R'I'�[ Wcst 7th Street Improveinents
STANDARD CONSTRUCTTON SPECIFfCArIO1�I DOCilMENTS City Project Nn_ 101555
Revisct3 September0l, 2020
3441 ]0-42
T[tAFFIC SIGNALS
Page 4Z of 1 Q7
(2) The detector shall be able to detect and report presence for vehicles
within a 40 degree field of vier�v.
{3) The detector shall be able to detect and report presence in up to 10
lanes.
{4) The detector shall be able to detect and report presence in curved
lanes and areas with islands and medians.
c) System HaE•dware
(1} Preassem6l�d back plate
{a) Each detector shall have a traf�c cabinet �reasscrnbled back
plate with the following:
� AC/DC power conversion
o Surge �rotection (Lightning and surge protection will be
provided for power connectians and communications
links to the radar RVDS meeting ar exceeding EN
61000-4-5 class specifications.)
0 Tcrminal blocks for cablc ianding
o Communication connection points
(b} The preassembled bac�C plate for the detector shall be a cabinet
sidc mount or rack mount.
{2) Contact Closure Input File Cards
(a} The detector shall use contact clos�zre input file cards with 2 ar
4 channel capabilities.
(b) Thc contact closure input �le cards for the delector shall be
compatible with industry standard detector racks.
[3) Radar design
(a) Frequency 5tability
e The circuitry shall be vaid of any manual tuning
elements that could lead ko human error and degraded
perfortt�ance over time.
o All transmit.modulated signals shall be generated �y
means of digital circuitry, such as a cfirect digi#al
synthesizer, that is referenced to a frequency source that
is at least 50 parts per million (pp�n) stable over thc
specified temperat�.ire range, and ages less than b ppm
per year.
o Any upconversion of a digitally generated modulatcd
slgnal shali presexvc the phase stability and frequency
stability inherent in the digitally gcncrated signal.
• The detector s�all not rely on temperature compensation
circuitry to maintain transmit frequency stability.
� The bandwidth of the transmit si�nal of the detector
shall not vary by mare than 1% under alt speci�'ied
operating conditions and over the expected life of the
detcctor.
(b) Antenna Design
o The detector ante�nas shall be designed on printed
circuit boards.
� The �ertical beam width of the detector at the 6dB points
of th� two-way pattem shall be 65 degrees or greater.
C1TY OF FORT WORTH West 7t1� Street Icnpra�ements
STANDARD CONSTRUCT[ON SPHC3FTCATTON CIOCUM�NTS City Project �Io. IU1555
Revfsed Sepccmbcr D l, 2fl20
3441 IU-43
TRAFFIC SIGNA€.S
Page 43 of 107
� The antennas shall cover a 90 degree horizontal f eld of
v�ew.
� The sidelobes in the RPD two-way antenna pattern shall
be -40dB or Iess.
(c) The detector shall transmit a signal with a bandwidth of at ieast
245 MHz, v�+hich provides for a resolution of 2 feet.
(d) The detecior shalE pr.ovide at least 8 RF channels sa that
mul[iplc units ean be mounted in the same vicinity without
causing interfe�-ence beCween thern.
{e) The dctector shall have a self-test that is used to verify correct
hardware functionality.
(� The detector shall have a diagnostics mode to verify correct
system functionality.
(4) Physical Properties �
(a) The detector shall not exceed 4.2 pounds in weight.
(b) The detector shall noi exceed 13,2 in. by 1 Q.6 in. by 33 in.
{33.5 cm x 26.9 cm x 8.4 cm) in its physical dimensions.
(c) All external.parts of the detector shall be ultraviolet-resistant,
corrosion-resistant, and protected from fungus growth and
moisture deterioration.
(d) Enclosure .
� The detector shaEl be enclosed in a Lexan, Makrolon, or
oiher approved polycarbonate material.
o The enclosure shall be ctassified "fl" ouidoor
weatherability in accordance wit.i� LTL 74GC.
� The detector shall be cIassified as watcrtight according
to Che NEMA 250 Standard.
� The detector enclosure shall conform to test criteria set
forth in the NEMA 250 standard for type 4X enclosures.
� Test resuits shall be pravided for each of Che foliowing
type 4X criteria: External Icing (NEMA 250 clause 5.6),
Hose-down (NEMA 250 clause 5.7), 4X Corrosion
Protcction {NEMA 250 cIause 5.10), Gasket {NEMA
250 clause 5.14).
�� The detectar sh�ll be atile to withstand a drop of up to 5
feet without compromisin� its fnnctional and stnictural
integrity.
� The detector cnctosure shall znclude a connector that
meets the MIL-G26482 speci�cation.
o The MIL-G26482 connector shall provicic contacts iar
all data and power connections.
(e) Power
o The detector shall consutr�e Icss than I Q W.
� The detector shall operate with a DC input between 9
VDC and 28 VDC.
{ fl Communications Ports
• The detector shall have two communication ports, and
both ports shall cominunicate independently and
simultaneously.
CiTY pF FpRT WORTi-i West 7th Street Improvemenls
STANDAR�7 COiQSTRUCTION SPECIFICATFO�T I)OCi111�ENTS Ciry Pruject Nu. 10i555
Revised Septem6cr 01, 2020
3AA! 1U-44
TRAFFTC SIGNALS
Pxge 4a aF ]07
o The detector shalI support the upload of new firmware
into the detector's non-�iolatile memoiy o�er either
communication port_
� The detector shall suppart the user coniiguration of the
following: Response delay and Push port.
� The cocnmunication �arts shall support at least a 9600
bps baud ra[e.
Radar ad�anced detection
1) The prodt�ct brd shaii be the SmartSensor AdvanceT"' by Wavetronix, or �
approved equivalent, and shall meet the following speciiications.
2) Genera]
a) All rz�aterials furnished, assembled, fabricated, or installed under this
Item will be new, corrosion resistant; and in strict accordance with the
details shown on the plans and in this Special Specification.
b} The detector will be non-intrusive, easy to install, remotely accessible,
and prov�de �nultip]e conncctivity options for easy integration into
legacy systems.
{1) The detector will ha�ve a method for automatically calibrating ihe
deiection de�+icc; this method will be executed in the detectar's
internal procc5sur. "t"his auto-calibration mcthod will automatically
determinc detection thresholds_
c) Sensor Performance
(1) The deteGtor will accurately and continuously detect Estimated
Time of Arrival (ETA), speed, and range data' for �ehicles, ar
clusters of �ehicics simuitaneously movrng wilhin 100 feet to 500
feet from the sensor in the selected dircction of travel.
(2} The detectox will be mounied in a forward-�re position, Eaoking
into either approaching or departing traffic for the selected
dircction of travel. �
(3) The detcctor will filter the ETA data, speed data, and range data
based upon minimum and maximum constraints to produce alerts,
customizable for safe and efficient dilemma zone protection,
congestion management, and other operational goals.
{4) The defector will mazntain accurate perfarmance in all wcather
conditions, inctuding rain, frcczing rain, snow, wind, dust, fog, and
changes in temperatures and �igfit.
{5) The device will not rely on temperature compensation circuitiy and
will be capable of cantinuous operation over and ambient
temperature rangc from -40° C to 75� C, and a rclative humidity
range fronn fivc percent io 95 percent {non-condensing}.
(6) Detector operation will continue in rain or snow up to 10 cm per
hour, and the device will not expericnce degraded performancc
when encased in l/2 inch of ice.
(7) Speed data will be accurate for individual vehicle measurement
when there are no adjacent �ehicles traveling in the sarne direction.
(a) Eighty-ti�e perccnt of all measurements will bc w�thin 5 mph
of truth when vchicles are not changing speed.
CI"fY OF FORT WORTiI West 7tli Strcct Ina�z�oveuients
STANDARD CONSTRUCTTOi�f SPEC[F[CATIOM DQCUM]?NTS City ['roject Nu. 101555
Revf sed Sep�emher {I1, 2020
34 4l l0 -45
TRAFF�C SIGNALS
Page 45 of 107
{b) Speed accuracy will be verified with radar gun, by video speed
trap using the frame rate as a time reference, or equivalent
method.
{8) Range data will bc accurate for tndividual vehicIe measurcmcnt
. when there are no adjacent vehicles traveling in the sam� direction.
(a) �ighty-five percent of all measurements will �e within ten feet
of the distrihuted length of the vehicle when vehicles are not
changing speed. Range accuz-acy will be verified with: LIDAR
gun, by video using visual markers as a distance reference and
frame rate as a time reference, o�- equivalent method.
(9) ETA data will be accurate for individual vehicle measurements
when there are no adjacent vehicles traveling in the same direction.
(a) ETA is the estimated time of arrival as calculated by dividing
the vehicics range from the stop bar by the speed of the
vehicle.
(b) ETA is calculated for purposes of safely and ef�ciently
protecting vehicles within the decision dilemma zone, vvhich is
nominally defined to exist for motorists with an ETA beiween
2.5 and 5.5 seconds from the stop bar who are driving faster
than 35 mph when the light turns yellow.
{c} Eighty-�ve percent of all measurements wil[ be within one
second of truth for all vehicles not changing speed wiihin the
decision dilemtna zone.
(d) ETA accuracy will 6e verified with: LIDAR gun, or by video
using visual markers as a distance reference and frame rate as a
time reference.
d) Lightning snrge protection.that meets or exceeds the EN 61000-4-5
Class 4 specifications will be installed no �arther than 40 feet along the
dctector cable from the detector unit. To ensure the continued
operation of the detector in the prescnce of electrical surges, all
connections to the c#etector will be protected, including power, RS-232,
RS-485 communication lines and ground.
e) Communicatian
{ 1) The detector will provide two or more communication porCs that
can be accessed simultancously using any detector-supported
protocal.
(2) This will enable multiple operators to callect data from the detecto�•
at the same time without interrupting or interfering with each
other.
(�) The detector will provide RS-232 and RS-485 serial
communication parts; each communication port will support aIl of
the following baud rates: 9600, 19200, 3840U, 57600 and 1 15200.
{4) The RS-232 port wili be full-duplex and will support ttue
RTS/CTS hardware handshaking for interfacing to various
communication devices.
fl Pawer
( L) The detector will consu�ne less than I O watts rvrth a DC input
between 12 VDC and 28 VDC.
CCI'Y OF FORT WORTH West 7th Street Improvements
STAN�ARD CONSTRUCTION SPECIF1CATiql+i ➢OCUM@NTS City P�vject No. ] 61555
Revised Septembcr 01, 251211
3441 1�-46
TRAFF[C S[GNAI.S
Page 4G nf 107
(2} The equipment will be designed such that the failures of the
ec�uipment will not cause the failure of any other unit of
equipment.
(3) Automatic recovery from pawer failure will bc within 15 secnnds
after resumption of power.
g) Windows� and PocketPC� -based Software
{1) The detector will also include graphical user interface software that
displays all configured zones and provides visual representation of
a�l detected vehicle clusters. The detected range, speed, arrival
time, and identification number will he viewab[� on the visua]
representation af all detec.ted vehicle clusters. The graphicaf
interface wil� operate on Windows 98, Windows 2000, Windows
NT 4.0, Windaws XP Pro and Windows PocketPCs equi�alent to
the Dell Axim XSOv. The software will automati�ally scicct the
correct baud ratc.
(2) The gtaphical user interface will also display all configured alerts
and pro�ide visuaf representation of their actuat�on. The operatar
will have the ability to con�gure alerts using minimum and
maximurri constraints on the dctected ETA, speed, and range of
vehicics.
{3) 't'he operatQr will have the ability to save the conf guration �
information to a file, or reload the detector configuratian from a
Fle, usin� the graphical user interface software. Using ti�e
installation sofiware, the operator will be able to easily change the
baud ratc on the sensor by selecting ba��d rates tiom a drop-down
list, as welE as add response delays for the communication ports.
Additionally, the operator w�ll have the ability to switch between
data pushing and data polling, and change the detector's settings
for FIow Contro] from none to RTS/CTS and �ice versa.
(4) The operator will be able to upioad new firmware into the
detectar's non-volatile rr�emory over any supported communication
channel.
h) RF Design
(1) All microwave circuitry within the detector will be designed
utilizing active eontrol thaE dyt�amically adjusts to cc�mpcnsaEe for
tem�eraturc and age variations in component per%rmance. This
eliminates most opportunities for hurz�an error or age dcgradation
in circuits thai contribute to product, perforn�ance. The circuitry
will be void of any manua] tuning c�em�ents that could �ead to
human en-ar and degraded performance over time. .
�(2) All transmit modulated signa�s wiIl be generatcd by means of
digital circuitry, such as a direct digital synthcsizer, that is
referenced to a frcquency source that is at least 50 ppm stablc o�er
the speci�ied temperature range, and agcs less than six ppm per
year. Any up-conversion of a digitally generated modulated signal
will preserve the pl�ase stability and frequency stability inherent in
the digitally gencrated signal. Thcse specifications ensure that
durin� operation the detector strictly conforms to FCC
. rcquirements and that the radar signal quality is maintained for
precise algorithmic quality.
C1TY OF FOR'i WORTH West 7th Strcct Improvements
STANDARD CONSTRUCT[ON SPFCT�ICA'fION DOCUMENTS City Project No. 1Ot555
I2eviscd Septen�ber01, 202U
3aa� io-a�
r�aFric sicnrnLs
Page A7 of 107
i)
J)
{3) The detector antennae will be designed on printed circuiC boards,
eliminating the need far RF connectors and cabling that result in
decreased reliability. Printed circ�it antennae are less prone to
phystcal damage due to their extremely low mass.
(4) The antennae parameters will meet the following criterion to
ensure quality perfocmance:
{a) 3 dB �levation B�am Width: � 65 degrees
(b) 3 dB Azimuth Beatn Width: < 15 degrees
(c) 5ide Lobes: � -20 dB
Enclasure .
{1) The deteckor will be enc�osed in a Lexan polycarbonate, ultraviolei
resistant material and will be classifted as watertight according ko
the NEMA 250 Standard. The enclosure will be classified "fl"
Qutdoor weatherability in accordance with UT_ 746C.
(2) The detector will be able to withstand a drop of up to 5 feet
withauC cumpromising its functionaE and structural integrity.
Input file cards
(1) The detector manufacturer will provide an optional input file card
compatible with 170, 2070, NF,MA TS 1 and NEMA TS2 input file
racks. The input file card will translate per vehicie data packets or
actuation packets from the detector inCo corresponding contact
cIosure outputs. Operators wiil be able to assign any contact
closure oukput channel ta a.ny configured alert. These settings will
be saved in non-volatile memory on the input file card for
complete recovery in case of power failure.
(�} The input filc card will suppart DuaI Loop (Speed Trap)
emulation, as well as the following modes of operation:
(a) Actuation (true presence filtered by conditional alert
constraints output in rcal time with 2.5 ms resolution)
(b) Pulse (a single 125 ms outpuk pulse for each vehicle}
(c) Presence (an output pulse corresponding to the duration of
each vehicle cluster in the detection zone with a resolution of
2.5 ms)
(d) Singie Loop Speed (duratian of the pulse corresponds dircctly
to thc spccd of the vehicle, speed (mph) — 13.64/duration in
seconds)
(3) The input fiie card will rcceive data packets over an R5-485 bus at
any of the following baud rates: 9600, 19200, 38400, 57600 and
115200. Also, the input file card will auto-baud and auto-detect a
detector over wired and wireless communication channels that
have a maximum latency of 500 ms.
(4) The input file card wi11 comply with the NEMA TS2-1998 Traffic
Controller Assemblies with NTCIP Requirements, Section 2.8
specification. Documentation and results of the NEMA T52-1998
test will be provided_
(5) The input file card will also provide failsafe operation, so that in
the event of failure of communication from thc sensor, a constant
call will be placed on all contact closure c�annels.
C1TY OF FORT WORTH West 7th Streel [mprovements
5TANDART] CONSTRUCTiON SPECIFICATION DOCUMENTS City Pruject �lu. I p 1555
Revised Septembcr 01, 2024
3aat to-�s
�rxnF�rr, src��rar�s
���� aR �r i o�
(6) The input f[e card will comply with the EN 61000-4-5 Class 4
lightning surge protection test specification. Documentation and
results of the EN 61000-4-5 Class 4 test wiil be provided.
k) PCC
(1) Each detector will be Federa[ Communications Commission (FCC)
certified under CFR 47, Part 15, section 15.245 as a field
disturbance sensor, or sectian 15.249 as an intentional radiator.
This certification will be displayed on an external label on each
device according to the rules set out by the FCC.
(2) The detector will transmit in the 10.50 — 10.55 GHz or 24.00 —
24.25 GHZ frequency band and will meet the power transmission
requirements specified under seetions 15.245 and 15.249 of CFR
47.
(3) The manufacturer will provide documentation proving campliance
ta all FCC specitications.
c. Radar Detection Cable
1) The cable end connector shall meet the MIL-C-26482 specification and
shall be designed to interface with the appropriate MIL-G26482
connector.
2) The connector back shell shall be an environmentally scalcd shell that
offcrs cxcellent ixnmersion capability.
3} All conductors that interface with the connector shal] be encased in a single
jackat, and the outer diameter (O.D.) of this jacEcet shaEl be witnin the back
shall's cable O.I]. range to ensure praper sealing.
4} The back shell shall have a strain relief with enough strength to support the
eable s[ack under extreme weather conditions.
5) The cable sha11 confortn ta the following specificatians:
6) The RS-485 conductors shall be a twisted pair.
7) Thc RS-485 conductors shall have nominal capacitance conductor to
conductor of less than 71pF/Ft ai 1 KHz.
$) The RS-485 conductors shall havc nvminal conductor DC resistatace of lcss
than 16.5 ohms/ (304_S m) at 68°F (20°C).
9) The power conductars shall be one twisted pair with nominal conductor
DC resistance ofIess than 11.5 ohms/ {304.8 m) at 68�F {20°C).
10} Each wire bundle ar thc cntire cable shaIl be shielded with an
aluminumlmylar shicld with a drain wire.
11) The wire shall be a single continuous home-run cable with no splices
allowed and terminated only in ti�e junction box provided by the
manufacturer and in the trafiic signal cabinet at the other end.
12} Thc cablc O.D. shalI not exceed 0.4 inches.
13) Thc'cablc length shall nof exceed 20Q4 fect for the operational baud rate �f
RS-485 communications {9.6 Kbps).
l4) rf 12 VDC is being supplied for the detector then the cable length shall �ot
exceed 90 feet_
15} If 24 VDC is being supplied for the detectbr then the cabie length shall not
exceed 500 feet.
16} Both communication and power conductors can be bundled together in the
same cablc as long as the abave-mentioned condi�ions are met.
6. Hybrid Vehicle D�tection System and Cable
C[l�Y OF FORT WORTH West 7th Strect Improven�cnfs
STANDARU CONSTRjJCTiON SPP.CiP�CA"1"ION DOCUMENTS City Project Nu. 101555
Revi5ed Seplember0l, 2020 �
3441 10-49
TRAFF�C S�GNALS
Page 49 oF Ifl7
a. The product �id shall be the Iteris Vantage Vector HybridTM system, or
approved equivalent, and shall meet the following specifications.
b. The multi-sensor system shal] utilize two different sensors of different
technologies, video innaging and radar, to detect and track licensed and
unIicensed vehicles at distances up to 600 feet.
c. The sensor system shall fuse vehicle information from the two sensors to
provide highly ac�eurate and precise deteceion for special or advanced
applications.
d. Thc multi-sensor system shall use a prirnary detector rack mounted processor
to interface with the traffic controf cabinet. The module shalf process
information from both video imaging and rada�� sensors simultaneously in real-
time.
e. - System configurations
1) The multi-sensor dctection system {MSDS) shall consist of up to two video
cameras and radar units, detection processors (DP} capable ofprocessing
from one to two intersection approaches, output extension modules, surge
suppressors, a setup tool and a pointing dcvice.
2) Availa6le system configurations
a) The MSDS wi11 be deployed at locatians where site conditions and
roadway geometry vary. The MSDS syskcm may atso be deployed at
locations where existing ca6inets or equipment exist. Existing site
con�gurattons will dictate the availahility of cabinet space and MSDS
usage.
b) The proposcd MSDS shall be available in various configurations to
allow maximum deployment flexibility. Each configuration shall have
an identica� user interface foz- systcro setu� and confi�uration. The
communications protocol to each configuration shall be identical and
shal[ be hardware platform independent. Th� proposed MSD5 shall
have muttiple configurations.availablc fnr deploytnent as described in
Table 1.
Tablc 1. M�DS Confi uration
No. af
Description Multi- No. Video Mounting Power Supply �
Sensor Outputs Con�iguration Requerements
In uts
Rack Mount 12 or 24 VDC
5ingle-Chann�� 1 1 (Type 170 or power Frorn
lZack Mounted NEMA TS-i, Rack
TS-2 Racks
Rack Mount � 2 or 24 VDC
Dual-Channel 2 1 (Type l 70 or power From
RackMounted NEMA TS-f, Rack
TS-2 Racks
f. System software
CITY OF FORT WOR'CH West 7th Streel hn�rovements
STAAIDARD CONST�ZUCT[ON SPECiP1CATION DOCUMENTS City Yrojccl No. ] O1555
FZevised September Ol, 2020
34411U-50
TRAT FTC; SiGNALS
Pagc 50 of 1 p7
1) .The system shall include software that detects vehicles in multiple lanes.
Video imaging detection zones shall be defined using anly an on-board
video menu and a pointing de�ice to place the zones on a video image. Up.
to 2� �+ideo detection zones per camera view shall be avaiIable. Twa
additional trigger zones for the radar sensoe shall be available and be
configurable by using the same system setup menu on the DP. A separate
cazr�puter shall not be required to program the detect�an zones. A portable
setup tool shall be available far sensor alignment and adj ustment of
camera's field of view and focus.
g. Materials
1) Multi-Sensor Detection System Hardware
a) The MSDS hardware shall consist of the following four elements:
{I) Video i�naging camera sensor
(2) Radar scnsor
(3) Sensor data corribiner
(4) Detectian processor
b) Thc MSDS shall be madc in the U.S.A. in compliance with FTA "Buy
Atnerica" regulations. �
2) Videa Imaging Camera Sensor
a) To accommodate deployment f7exibi�ity, the MSDS camera sensor
shall be compatible will all DP platfarms identificd in Table 1. The
MSDS camera sensor shall be supplied by the MSDS nnanufacturer.
b) The advanced camera encloseare shall utilize Indium'i'in Oxide {I�O)
technoiogy far the heating clement of the front glass. The transparent
coating shall not impact ihe �isual acuity and sha]] be opticaliy clear.
c) Cable terminations at the data combiner for vidco and power shall �nnt
require crimping or spccial tools.
d) The camera sensor shall allow the user to set the focus and field of
view via Wi-Fi conncctivity.
e) The camera shal] producc a useable videa imagc of the bodies of
�ehicles under all roadway lighting cnnditions, regardiess oftime of
day. The minimum range of scene iuminance over which the camera
� shall produce a useable video image st�all he the minimum range from
nighttime to. daytimc, hut nat less than thc range 1.O lux to I O,OOO lux.
fl The camcra electronics shatl includc automatic gain control (AGC) to
produce a satis�actory image at night.
g) T�e imager luminance signal to noise ratio (S/N) shalE bc more than 50
dB with the automatic gain control (AGC) disabled.
h) The imager shall employ three ciimcnsional dynamic naise reduction
(3D-DNR) to remo�e unwanted image noise.
i) The camera imager shall crnploy wide dynarnic range {WDR)
technoIogy to compensate for wide dynamic outdoor lighting
conditions. Thc dynamic range sha[E bc greater than 100 dB.
j} The camera shall be digital signal processor {D5P) based and shall use
a CCD sensin� element and shall output color video with resolution of
not less than 550 TV lines.
k) The camera sensor shall inclucie an cicctronic shutter control based
upon average scene lurr►inance and shall be equippcd with an auto-iris
lcns that operates in tandcm wiCh the electronic shutter. The electronic
shutter shall operate between the ranges of [/l to 1/1d,000th seconci.
CiTY OF FURT WORTH West 7th Street Tn}provements
STAiVpARD CONSTRi7CTTON 5PI;CIFICAT[OIJ DOCLIME1v;T5 City Pruject Nu. l O1555
Rcvised September 01, 202.f1
34 41 10-51
TRAFFIC SIG[YAI.S
Page 51 of 107
1) Th� camera sensor shall utilize automatic white balance.
m) The camera sensar shall include a variable focal length lens with
variable focus that can be adjusted, without opening up the camera
housing, to suit the site geometry by means of a portable interface
device designed for that purpase and manufactured by the detection
system supplier.
n) The horizontal �eld of view shall be adjustable fram 4.6 to 53.6
degrees. This camej•a configuration may be used for the majority of
detection approachcs in order to minimize the setup time and spares
required by the user. The lens shall be a 12x zoom lens with a focal
length of 3_7mm to 44.Omm.
o) The lens shall also have an auto-focus feature with a manual overridc
to facilitate ease of setup.
p) The camera shall incorporate the use of preset positioning that store
zoom and focus positioning information. The camera shall have the
capability to rccall the previously stored preset upon applicatian of
power.
q) The camera shall be housed in a weather-tight sealed enclosure
conforming to IP-67 speci#ications. The housing shall allow the camera
to be rotated to allow proper alignment between the camera and thc
traveled road surface.
r) Thc camera enc�osure shall bc equipped with a sunshield. Tlie
sunshield shall include a pro�isian for water diversion to prevent water
from flowing in the camera's ficfd of view.
s) The camera enclosure shall be design so that the pan, tilt and rotation
of the camera assembly can be accornplished independently without
affecting the other settings.
t) The camera enclosure shall include a proportion.ally controlled Indium
Tin Oxide heater design that maximizes hcat transfer to the lens. The
output power of the heater shall vary with tcmperature, to assure
proper operation of the lens fiinctians at low ternperatures and prevent
moisture condensation on the optical faceplate of thc enclosure.
u) The glass face on the front of the enclosure shal� have an anti-refleckive
coating to minimize light and image reflections.
v) When mounted nutdoors in the enclosurc, the camera shall operate in a
temperattu-e range fram -34 °C to +74 °C and a humidity range from
0% RH to 100% RH. Measurement of satisfactory video shall bc
based upon DP system op�ration.
w) The camera sensor shall acquire its power from the sensor data
combiner.
x) Recommended camera placernent height shall be 18-33 feet (o�' 6-10
meters) above the roadway, and o�er the traveled way on vvhich
vehicles are to bc deiected. For optit�um detection the camera should
be centered above the traveled roadway. The camera shall view
approaching vehicles at a distance not to exceed 350 feet for reliable
detection (height to distance ratio of 10:100). Camera placement and
ficld of view (FOV} shail be unobstructed and as noted in the
installation documentation provided by the supplier. �
y) The video signa] shall he fully isolated from the camera enclosure and
power cabling
CIIY OF FORT WORTH West 7tEi Street L�provements
STAiV�ARD CONSTRUCTiO�I SPHCIFTCAT[Of�f DOCLlMENTS City Pruject No. 101555
Revised Septembcr f�l, 2020
34 41 l9 - 52
'1'RAFFiC SIGNALS
Yage Sz of I 07
z) A weather-proof protective cover shall be pro�ided to protect all
terminations at the camera.
3) Radar Sensor
a) The r�dar sensor shall operate in the 24 GHz frequency band and shall
operate on 1 of 7 available enumerated channels that is user selectable.
b) The radar detection range shall be b00 feet minimurr�, }I- 5°/a.
c) 'I'he radar sensor shall be able to track up to 20 independent objects
simultaneously.
d) Qbject spced detection shall be within a rangc of 0 to 150 mi Ics per
haur +/- i.0 miles per haur.
e) The radar sensor shali be able to detect vehicles in 1 to 4 traffic lanes.
fl The radar sensor shall be haused in a weathcr-tight sealed enclosure .
conforming to IP-67 speciiications. The housing shall allow ihe radax
to be adjusted to allaw proper alignmcnt between Che sensor and the
traveled road surfacc.
g) When mauntcd outdoors in thc enclosure, the radar shall operatc in a
temperature range from -34 °C io +74 °C and a humidity range fronn
o�io � tQ z oo�ro �-�.
h) The radar sensor shall communicate with the sensor data cambincr.
i} The radar sensor shall acquire its power from the scnsor data combiner.
4) Multi-Sensor Assembly
a} Both camera and radar sensors shall be housed in an overall, singlc
enclosure assembly.
b) The overai� sizc of the multi-sensor enclosure shall not exceed 14
inches x 15 inch�s x 17 inches.
c) �'he overall weight of the multi-sensor�unit shall not exceed 11 pounds.
d) The effective projected area {EPA} shall not exceed 2.0 squarc fcet.
e) The maximum power consumption for the multi-sensar assembly shall
be less than lb watts typical, 20 watts peak:
5} 5ensor Data Cambiner
a) A sensor da#a combiner that combines scnsor informatian fram.bokh
. video and radar sensors shall be employcd.
b} The sensor data cor►�biner shail supply primary power to each sensar
uniC.
c} The sensor data combiner shall facilitate digital communications
bctween the sensor data combiner and each of the sensor units.
d) The sensor data combiner shall get its primary pawcr from an AC
power source using industry standard 3-conductar cabling.
e) The sensor data combiner shall comrnunicate wiCh tl�c detectian
processor using a single coax cable. Both �idco imaging and radar
data shall usc the singie coax cable.
fl The sensor data combiner shall also emplay rttdustry standard Wi-Fi
conncctivity for remote sensor system sctup using a mobi le
programrning device such as a netbaok or tablet computer. Video
camera and radar sensor shall be able to be con�gured independently.
g) The sensor data signal shall be fuljy isolated from the mechanical
enclosure and power cabling
h) Cable terminaCions at the sensor data combiner shall not require
crimping kools.
CTTY Oh' FORT WORTiI �cst 7th Street Improvcmcnts
STA�lDARD CONSTRUCTTON SPEC[FICATTON i)OCUMENTS City Projcct No. I p1555
Revised Septem6er 01, 2020 ' _
3441 i0-53
TRAYFiC SiGNALS
Pagc 53 of ]07
i) The sensor data combiner shall be housed in a weather-iight sealed
enclosure conforming to IP-67 speci�cations.
b} Detectoz' Processor (DP)
a) Each sensor input shall accept RS170 {NTSC) or CCIR (PAL) signals
From an external video source. T'he interface connector shall be BNC
type and shall be located on the front of the processing unit. The
sensor input shall have [he capabiliry to he terminated into 75-ohrns or
high impeciance {Hi-Z) using dip switches or software control from the
user menu. The sensor input shall also facilitate the data from the
radar sensor.
b} A LED indicator shall be provided to indicate the presence of the
sensar signal. The LED shall illuminate upon valid sensor
synchronization and turn off when the presence of a valid sensor signal
is removed.
c) Onc video output shall he provided. Thc video output shall be RS170
or CCIR compliant and shall pass through the input vrdeo signal.
d) Por multi-channel video input configurations, a rnomentaiy push-
button shall be provided on the front panel to cycle through each input
�ideo channel. in the absence of a valid sensor signal, the channel
shail be skippcd and the next valid sensor signal shall bc switched.
The real time video output sha[f have ki�e capability to show text and
graphical overlays to aid in systcro setup. The overlays shall display
real-tirne actuation of detection zones upon vehicle detection or �
presence. Overlays shall be able to be turned of`fby the user. Control
af the overlays and sensor switching shal] also �e provided through the
seiiaf cornmunications port. The video output interface connector shall
be positive locking BNC type. Friction type (e.g. RCA type)
connectors shall not be allowed.
e) A serial communications port shall be provided on the front panel. The
serial port shall cornpliant with EIA232 electricaI interfaces and shall
use a DB9 type connector mountcd on the front panel of the DP. The
serial communications interface shall allow the user to remotely
configure the system andlor to extract calculated vehicle/roadway
information, The interface protocol shall be documented or interfacc
software shall be provided. The interface protocol shall support multi-
drop or point-to-multipoint communicaYions. Each MSDS shall have
the capability to be addressable. The D� shall support data rates of
1200 bps to 230,400 bps, iz�clusive.
f� Open collector (contact closure) outputs shall be provic�cd. Fouz- (4}
open collector outputs sha11 be provided £or the single or dual channel
rack-mount coniiguration. Additionally, the DP shall a�low the use of
extension modules to provide up to 24 open collector contact closures
per carnera in�ut. Each open collectar output shakl be ca�able of
sinking 30 mA at 24 VDC. Open collector outputs will be used for
vehicle detection indicators as w�il as discrete outputs for atarm
co�ditions. The DP outputs shail be compa#ible with industry standard
detector racks assignfnents.
CiTY OF F'O!2'I' WORTi[ Wcat 7alt Street Improveinents
STANDARD CQtJSTEZUCTTON SPECIFICATION DOCUMF.NTS City Project No. IQ1555
Revised Septeatber Ol, 2020
3441 1U-54
TRAFF[C SIUNAI.S
Page 54 nF 107
g} Logic inputs such as delay/extend or delay inhihil shall be supported
through the appropriate detector rack connectar pin or frant panel
connector in the case of the 110 module. For DPs and extension
modules, 4 inputs shall be supported via detector rack interface. The
I/O module shall accommodate eight {S) inputs ti�u�ough a 15-pin "D"
connector.
h) Detection status LEDs shall be provided on the front panel. 'I'he LEDs
shall illuminate when a contact clos�ue output occurs. Rack-mounted
detection processors shall have a minimum nf four {4) LEDs. Rack-
mounted extension modules shall have two (2), faur (4) or eight (8)
LEDs (depending upon extensian module type) tn indicate detectinn.
i) The fi�ont panel of the DP shail have detector test switches to allow the
user to manually place ca11s on each DP output channel. '[�he test
switch shall be able to place either a constant call or a momentary call
depending on the position of the switch.
j) A USB mouse port shalI be providcd on the front paneE of the rack
mount detection processing unit. The rnouse port shall not require
special mouse software drivers. The mouse port shail be used as park
of system setup and configuration. A mouse shall be provided with
each detection processor.
k} Extension modules shall be connected to the DP by an 8-wire twisted-
pair cable with modular RJ45 connecCors. DP and EM communications
shall be accommodated 6y methods using differentiat signais to reject
electrica�ly coupled noise.
I) �xtension modulcs (EM) shall be a�ailable to eliminate thc need af
rewiring Ehe detector rack, by cnabling the user to plug an extension
module into the appropriate slot in the detector rack to provide
additional open collector outputs. The exkension module shall be
a�ailable in both 2 and 4 ehannel configurations. EM configurations
shall be prograrnmable from the DP. A separate IIO module with 32
outputs through a 37-pin "D" connector on thc front panel and S inputs
through a 15-pin "D" connector using an external wire harness for
expanded flexibility shall also be available.
m) The DP and EM shall be specifically designed to mount in a standard
detector rack, using the edge connector to obtain power, provide
contact closure outputs and accept logic iilputs {e.g. delay/extend). No
adapters shall be required to mount the DP or EM in a standard
detector rack. Detector rack rewiring shall not be required.
n) The DP shall utilize non-volatile memory technology to storc on-board
firmware and operational data.
o) �'he DP shafl enahle the loading of modified or enhanced software
through the EIA232 or USB port�t (using a USB thumb drive) and
without modifying thc DP hardware.
�) Thc DP and EM shall be powered by i2 or 24 volts DC. DP and EM
modules shall automatically compensate for either 12 or 24 VDC
operation. DP power consu�nption shall not exceed 7.5 watYs. The EM
power cansumption shall not exceed 3 watts.
q} The DP shall operate satisfactorily in a temperature range from -34 °C
to -�74 °C and a humidity range from 0%RH to 95°/aRH, non-
condensing as set forth in N�MA specifications.
C]'CY OF FORT W�R"�'El West 7th Strcet Improvements
5TAIVDARD CONSTRUCT[ON SPECIFiGATiON DOCUMEIYTS City Pro�ect No. I O1555
ReviSCd Septemher 01, 3020
3441 ID-55
']'RAF�iC SIGNALS
Pagc 55 nf [07
r) An Edco CX-06M video surge suppresser skaall be provided for each
sensor input. The surge supp�•esser shall be app�•opriately grounded to
the cabinet ground rod using l4 AWG tt�in�nnum.
7) System Software
� a) Detection zones sha!! be programmed via an on board menu displayed
on a video monitor and a pointing device connected to the DP_ The
menu shal� faciliCate placement of detection zones and setting of zone
parameters ar to view system parameters. A separate computer shall
not bc required for programming detection zones or to view system
operation.
b) The DP shall store up to three different detection zone patterns in non-
volatile memary. Tl�e DP can switch to any one of the three different
detection patterns within 1 second of user request via menu seIection
with the pointing device. Each configuration shal) be uniquely labeled
and able to be edited by the user For rdentrfication. The currently
active configuration indzcator shatl be displayed on the monitor.
. c) The DP shal! dctcct vehicles in real time as they travel across each
detection zone.
d) The DP shall acccpt new detection patterns from an external computer
throu�h the EiA232 port when the external computer uses the co�-rect
cornmunications protocol far dowr�Ioading detection patterns. A
WindowsTM-based software designed for local or remote connection
and providing video capture, real-time detection indicatiori and
detection zone modification capability shall be pravided with ti�e
system.
e) The DP system shall have the capability to automatically switch to any
ane of the stored configurations based on the time of day which shall
be programmable by tfie user.
f} The DP shall send its detection patterns to an externaI computer
through the EIA232 poti when requested when the external computer
uses the appropriate communications protocol for uploading cEetcction
patterns.
g} The DP shall defauit to a safe condition, such as a constant call on each
active detection channel, in the event of unacceptable intcrfcrcnce or
loss of the sensor signal.
h) The systetxa shaIl be capable of automatically detecting a low-visibility
condition such as fog and respond by p�acing all effected detection
zones in a constant call rnode. A user-selecked alarm output shall be
activc duting thc Iow-�isibility condition that can be used to modify
the controller operation if connected to the appropriate controllcr input
modifer(s). The system shall automatically revert ta narmal detection
mode when tlie low-visibility condition no longcr exists.
i) Up to 24 detectior► zones per camera input shall be supported and each
detcction zone can be sized to suit the site and the desired vehicle
detection region.
j) The DP shall support 2 independent trigger poir►ts for radar outputs far
dileEnma zone applications.
k) The DP shall provide up to 24 open co�leclor oul�uC channels per
sensor input using one or more extension modules.
C[TY OF FORT WORTH West 7th Sh�eet impo•ovcmcnts
STAAFDARD CONSTRilCTiON SPIiCiPTCATION DOCUMP.TVTS Cily Pruject No. 101555
iievi sed Septcmbcr D I, 2p26 �
34 4l l0 - SC
TRAFFIC SIGNALS
Page 56 of I 07
��
m)
n)
o).
l�)
�1)
r)
s)
t)
u)
v)
w)
x}
A single detection zone shall be able to replace multiple inductive
loops anci the detection zones shall be OR'ed as the default or may be
AND'ed together to indicate vehicle pres�nce on a single approach of
traffic mo�ement.
Placement of detection zones sha[l be done by using only a pointi�g
device, and a graphical interface built into the DP and displayed on a
video monitor, to draw the detection zones on the video image from
each video camera. No separate computer shall be required tn pro�ram
the detection zanes.
When a vehicle is detected within a detection zone, a visual indication
of the detection shall activate on the video overlay display to confirm
the detection of the vehicle for the zone.
Det�cCion shall be at least 98%'accurate in good weather conditions,
with slight degradation possible under adverse weather conditions (e_g.
rain, snaw, ar fog) which reduce visibility.
Detection accttracy is dependent upon site geometry, carricra
placement, camera quality and detection zone locakion, and these
accuracy levels do not include allowai�ces For occlusion ar poor video
due to camera location or quality.
The DP shall pro�ide dynamic zone recontigura�ion (DZR). DZR
enabtes normal operation of existing detection zoncs.when one zone is
being added or modified during the setup �rocess. Thc new zone
configuration shail not go into effect until the configuraYion is saved by
thc operator.
DetectiQn zone setup shall not require site specific inforrnation such as
latitude and longitude to be entered into the systcm.
The DP shall process tl�e video input from each camera at 30 frames
per second. Multiple camera processors shall process all �ideo inputs
simulkaneously.
The DP shall output a constant call during thc background learning
period nf no more than 3 rninutes.
Detection zone autputs shall be conftgurable to allow the selection af
presence, pulse, extend, an�i delay outputs. Timing parameters of
pulse, extend, and delay c�utputs shall be user definable between 0.1 to
25.0 scconds.
Up to six vidco dctcction zones per sensor input shall have the
capability to count the number of vehicIes detected. The count value
shall be internally stored for later retrieval through the EIA232 port.
Thc zonc shall also ha�e the capability to calculate and store a�cragc
speed and lane occupancy at bin intervals of 10 scconds, 20 seconds, 1
minute, 5 minutes, 15 minuies, 30 mxnutes and 6� minutes. One radar
sensor zone shall also counk vehicles, cafculate, and store the a�erage
speed and lane occupancy acrass Che approach. •
In addition to the count typc zonc, the DP shall be able to calculate
and/or acquire a�erage speed and lane occupancy using both video and
radar sensors. These values shall be s#ored in non-volaiile memory for
later retricvaf.
"I'he DP shal� have an "advance" zone type where detec�ion ouCputs to
the traffic controller is comper�sated for angular occlusion and
distance.
CI'E'Y OF FORT WORTFI West 7th Street I�nprovements
STANI�ART] C�NSTRUC'C[ON SPEC[F[CAT[DN DOCUMElVTS CiLy Prujccl No. 1O1555
Rcviscd Septe�nber Ol, 2020
3491 ]0-57
TRAFF{C STGNALS
Page 57 nf 107
y) The DP shall employ color overlays on the video output.
z) The DP shall have the abiiity to show phase status {green, yellow, or
red) for up to 8 phases. These indications shall also be color coded.
aa) The user shall have the abiIity to enable or disable the display of the
phase information on the video output.
bb) The DP shall have the capability to change the characteristics of a
detection zone based on external inputs such as signal phase. Each
detection zone shall be able to switch from one zone type (i.e.
presence, extension, pulsc, etc.) to another zone ty�e based on the
signaI state. For example, a zone may be a"count" zone when the
phase is green but change to a"prese�►ce" zone type when the phase is
not green.
cc) Another application would be zone type of "extension" when the signal
phase is green and then "delay" whe� red.
dd) For alpha numeric user inputs, the DP shall utilize a virtual keyboard
on the vidco overlay system to ease user input. The virtua� keyboard
shail use Chc standard QWERTY keyboard layout.
ee) The DP shatI aid the user in drawing additional detection zones by
automatically drawing and placing zones at appropriate locations with
only a single click of the mouse. The additional zone shall utilize
geometric extrapolation of the parent zonc when creating the child
zone. The process shall also automatically accommodate lane marking
angles and zone overIaps. .
tt) When the user wishes to rnodify Yhe location of a zotte, the L1P shal]
allow the user move a single zone, multiple zoncs or al] zones
simultaneously.
gg) When the user wishes to modify the geometric shape of t�e zone, thc
DP shall a11ow th� user to change the shape by moving the zone corner
or zonc sides.
hh) On scrcen zone identifiers sha116e modifiable by the user. The user
shall be allowed to select channcl output assignments, znne type, input
status, zone labeis or zone numbcrs to be the iden�ifier_
ii) F.or multiple camera input DPs, the user shall have the ability to enable
automatic video output switching. Thc dwell time far each sensor
input shall be user prograinmable.
jj) For radar sensor zones, the output can be triggered by presencc of a
vehicle only or by �resence of a vehicle above a user-defined spced
threshold.
7. Vehicle Detector Laops {Sawcuf)
a. Detector Loap Wire
1) Use stranded copper Na. 14 AWG XHHW cross-lin�Ced-thermosetting- -
polyethylene insulated conductor rated for b00 volts CA for vehicle
cletecto�� Ioop wire.
b. Detector Lead-In Cab�e
1} Loap detector lead-in cable shall be a single 4 conductor No. 18 AWG,
shielded cable.
Z) 1 cable shall service cach toop where practical.
c. Sealant
CITY OF FORT WORTH West 7th SEreet [mprovements
STANDARD CONSTRUCTCON SPTCiP1CAT10N DOCUMENTS Ciry Project Nu. IO1555
Revised Seplemher 01, 2020
34 41 10 • 5$
TRAFF�C 51<iNALS
Page SR of 107
1) Use sealant for the vehicle detect4r loops in accordance with TxDOT
DMS-6340, "Vehicle Loap Wire Sealant."
S. Emergency Vehicle Preeri►ption Eqnipment and Cable
a. The product bid shall be the OpticamT"' system by Globa! 7"raffic
Technologies, or approved equal, and shall meet the follawing specifications.
b. Provide new, coiYosior� resistant materials.
c. Ernergency Preemptian Phase Sclector �
1) Shall be a piug-in two channel, dual priority, encoded signai device.
2) Sha11 have the capability to. be installed direcdy into the input file of Type
170 traffc controtlers equipped with priority phase selection software.
3) Shall recognize anci ciiscriminate among three distinct emitter frequency
rates via Emergency Preemptian Detectors: Cammand Priority, Advantage
Priority and probe vehicles.
4) When E�nergency Preemption Detector signals are recognized as a valid
ca91, the Emergency Preemption Phase Se[ectar sha11 cause the signal
controller to advance to and/or hold the desired traffic signal display. This
is accomplished by utilizing �,mergency Preemptian Phase Selector
circuitry in conjunctian with normal intemal controller funclions.
5) The Emergency Preemption Phase Selector shall be capable of lssigning
prioeity traffic tnovement ta one of two channels on a t�rst come, �rst serve
basis. Each channel shal[ be connected to select a particulai traffic
movcment from those norrrtally available within the controller.
6} Once a call is recognized, "commit to green" circuitry in the Emergency
Preemption Phase Selector shall funetion so that the desired grccn
indieation will be obtained even if optical communication is lost. After
seiving a priority traffic demand, the Emergency Preemption Phase
Selector shall release the contro�lcr to follow normal sequence operation.
7) The phase selectar shall not change the timing of thc following intervals
for any normal controller phase: minimum green, walk, pedestrian
ciearance, yeilow change, or red clearance.
8) Emergency Preemption Phase Selector shall also have the following
features: two auxiliary dctcctors per channel, corr�patiblc with encoded
signal and non-encoded emitters, computer-baseci interface (RS232
communications front port, and rear hack�lane, customizable ID code
validaCion), crystal controlled circuitry, opticafly isolated outputs, front
panel switches a�d diagnostic indicators %r testin�, and multi-function test
switch.
9) Phase selector shall be powered from AC mains and shall pro�idc 24-�olt
DC output for its associated detectors.
IO} Emergency Preernption Phase Selector shall utilize solid state and relay
circuitry to interface between the Emergency Preemption Detector and the
traffic signal controllcr.
11) Emergency Preemption Phase Selector shal] supply power to and receive
electrical signals from the Emergency Preemption Dctectoe.
12) Emergcncy Preemptian Phase Selcctor shal! be tested to NEMA eleclrical
test specifiications.
13) Emergcncy Preemption �'hase Selector shall operate at a voltage rangc of
89 ta 135 VAC +1p�/fl and 60Hz + 3Hz.
CITY OF FORT WORTH West 7th Street Improvements
STANi)ARD CONSTRUCTION SPEC[FICATiON DOCUMLNTS City ]'roject No. lU I555
Aeviscd Sc�tcm6er Ol, 2020
344L 10-59
TRAFFiC SiGNALS
Page 59 of 107
14} Provide equipment that is not affected by the transient voltages, surges and
sags nortnally experienced on commerciaE power lines. It is the
Contractor's responsibility to check the local power sezvice to determine if
any special design is needed for the equipment. Any extra eost, if requrred,
is subsidiary to this Item.
15) Install appropriate surge pratectars in the cabinet for the Emergency
Freemption Fhase Selector and Emergency Preemption Detector.
I 6) Provide equipment that meets the requirements of Sec. 2.1.6, "Transients,
Power Service" of the NEMA Standard T52-I 992, and/or thelatest
revision.
17) Provide xll wiring to the requirernents of the NEC. Cut alE wires to �roper
lcngth. Pro�ide cabte slacks to facilitate z-err�oval and replacement of
assembIies, panels, and modules. Do not double back any wires to take up
slack. Neatly lace wires into cable wiih nylon lacing or pfastic straps.
Secure cables with clasnps.
1 S) Provide diodes or other �rotective devices across the coils of all DC relays,
solenoids, and holding coils for transient suppression.
19) Furnish equipment with readi�y accessible, manually re-settable or
replaceable circuit p��otection devices (such as circuit 6reakers or fuses) for
equipment and power source protection.
20) Design the equipmcnt such Ehat the failures of the equipment shall.not
cause the failure of any other unit of equipment.
2I) Equipment furnished shall be maduiar in desi�n to allow major portions to
be readily replaced in the field.
22} Emergency Preemption Phase Selcctar shai! have mechanica�ly key
modules of unlike functions to prevent insertion into the wrong sockct or
connector. �
23) Clearly identify all modules and assemblies with name, model number,
serial number, and any other pertinent information required to faciIitatc
ec�uipment maintenance.
24) A card rack sh�ll be supplicc� with every Emergency i'reemption Phase
Selector.
a) Shall be a metallic enclosure with a dedicated card slot far one phase
seiector wikh cither two or four channel units.
b} The fi•ont panel of the card rack shall include a tertninal strip for
connecting the detectors, as well as a 9-pin circutar connector ancf
harness to connect the phase selector's inpttts and outputs.
c) The card rack shall be subsidiary to the Emergency Preemption Phase
Selector.
d. Emergency Preemption Detector
1) Furnish Emer�ency Preemption Detector that shall seamlessly operate with
the vehicle emitters used in the projccE area.
2) Detector shall transform the optical energy detected from an approaching,
vehicle mounted emitter to an electrical signal. 'I'he electrical signxl shall
„ be transmitted a�ong an Emergency Preemption Detector Cab1e to the
Emergency Preemption �hase Selector for processing_
3) Dctectors shall permit a direct, unobstructed line-of-sight to vehicle
approaches.
CiTY �F FORT W(]RTH West 7t1� St��eet Iniprovements
STAN�ARD CONSTRiTCTiON SPECIFiCATION DOCUMENTS City Project No. l O1555
Revised Scptcinber 01, 2026
�441 l�-fi0
TRAFF[C SiC,I�Af,S
Page 60 af 107
4) Detector shall have a cone of detection of not more than 13 degrees. The
Emergency Preemption Detector and/or Emergency Preemption Phase
Selector shall not sense a pre-emption signal from an emitter outside this
cone. �
5) Detector shall ha�e soEid state circuitry and advanced electrical transient
immunity.
6) Detectors shall have a range of 200 feet and is adjustable up to.2,500 feet.
7) Detector shail operate at an electrical voltage of 24 to 28 VDC, 50 MA
minimum.
8) Detectars shall operate at a te�nperature range of -30 degrees F to 165
degrees F.
9} Detectar shall include mounting hardware, as specificd, for mast arm
mounting, span wire mounting, pole-side mounting, mounting on top of a
signal head, or rnounting on top oF a pipe or pedestal.
l0) Dctcctor shall have an adjustabie turrei configuration to accommodatc
slcewed approaches.
11) Detector housing shall bc of li�ht weight, durable, high-irnpact
polycar6onate material having stainless steel and brass �ttings.
12} Detector shall operate at a humidity of 5°/o to 95% relative.
c. �mergency Preemption Detectnr Cable
1) Shall be Model 138 Opticom'�M cable, or ap�roved ec�uiealenC, and shall be
compatible with all other equipment used in this specification.
2) Cable shall be individually tinned copper strand three-conductor cable with
yellow, orange, and blue conductor wiees. It shali also ha�c a bare shiejd
drain wire.
3) Cable shall be AWG �f20 {7�t28), stranded with conductor insulation of 600
volt, 75�C { 167�F).
4} Cable shall have a DC resistance not to exceec! l 1.0 ahms per 1000 t�.
S) The capacitance from one conductor to other 2 conductors and shield shall
not exceed 4$ pf./ft.
6} Cablc. jackct shall be rated for 600 volts, SO dcgrees C(176 degrees F), ane�
minimum average wall thickness af 0.045 in.
7} Finished O.D. of 0.3 in. maximum.
9. Battery back-up (SBi� System for Signal Cabinets
a. The product bid shall be the Alpha FXM 2000 model, or approved equi�alent,
and shall meet the fo[lowing specifications.
b. .Functionality
1) Stat�dby Mode
a) The BBU shall be �rovided with a standby mode.
b) The utility AC power shall be passed directly to the oatput.
c) The system wiil transfer to Backup mode at user de�ned, low and high
cutoff voltagc Icve1 transfer paints thaE are adjustable between 90 and
135 VAC.
d) The BBU shall automatically apply a SVAC dif�'erer►ce for the return
transfer points.
e) When the BBU is in Standby modc (Buck/Boost Disabled), the BBL1
shall bypass the ut�lity Iine powcr wlienever the utility line voltage is
autside the transfer set points (�2 VAC).
2) Low Restore
C[TY OF FORT WOR"fH West 7th Strect Lnprovements
STANDARD CONSTRUCT[ON SPECiFiCATTON DOCUM�;NTS City i'roject �lu. I OI555
Revised Scptcenber4l, 2620 •
34 4l IU - 61
TRAFFIC SIGNALS
Page 61 of 107
a) In cases of low or absent utility line voltage, when the utility line
voltage has been restored at or above 5 VAC t2 VAC of the low
transfer set paint for rnore than 20 seconds, the BBU shall transfer
from Backup Mode to LTtility Line Mode.
3) High Restore �
a) In cases of high utility line voltage, when the utility line voltage has
been restored at or above 5 VAC t2 VAC of the high transfer set point
for moz�e than 20 seconds, the BBU s�all transfer from Backup Mode
to Utility Line Mode.
4) Buck/Baost Line — Interactive Mode
a) The SBU shall include Buck/Boost FunctionaliCy.
b) The Suck/Boost mode shall have a minimutn range of 90-150 VAC.
c) There shall not be any user definable transfer set points for the buck
boost mode.
d) Whenever Buck/Boost mode is selected, the output ofthe system shall
be rcgulated between 100-130VAC.
e) When the output of the system can no [onger be maintained with this
range, the BBU shall transfer to Backup Mode.
5} Line Qualify Time
a) The BBU shail have a user definablc line quali#y time.
b) The user shall be ablc to select a minimum of three (3) possible
settings.
c) The minimum setting shal� 6e 3, 20, and 30 seconds.
d) The default line qualify time shall be 30 seconds.
6) Battery Charger
a) The BBU shall have an integral charger.
b) The charger shaIl be a 3-step chargcr using bulk, absorption and float
charging techniques, appropriate for the battery type.
c) The integral3-Step Gharger shaIl use tempetature com}�ensation.
d} The charging system shall compensate over a range of 2.5-4.OmV/°C
pei• cell.
e} A temperature probc which phigs into the front panel of the BBU sha11
be used to monitor the internal temperature of the batteries.
f} The Temperature sensor shal! be of sufficient len��th to properiy reach
the center battery and yet not too lnng to cause an inaccuratc readi�ng.
g) The battaries shall not be recharged whenever the battery temperature
exceeds SO�C.
h) The recharge time for the hatteries irom "protective low-cutoff' to 80
percent or more of full charge capacity shall not exceed 12 hours.
c. Operation
1) Thc BBU system shall provide the following operational modes when
operating on battery power: full operation of all trai�c signai devices, flash
operation, and combination of full and �ash operation.
2) The BBLT shall provide a minimurn of 2.0 hours of fiall time operation and
3.0 of flash operation.for a traffic signai utilizing LED only vehicle and
pedesirian indications.
3) The BBU shall be compatible with all City cabinet and controller types;
and ali cabinet components for full time operatian.
4) The BBU shall provide a minimum of 1 SOOW/1800VA[c�25�C active
output capacity with 85 percent minirnuzn inverter efficiencv.
CIl'Y OF FORT WORTH West 7th Street Improvements
STANDARD CONSTRUCTiON SPECIFICAT�Ot�i DpCUMEI`'TS City Project No. I Q I555
Revised SepteEnber 4�. 2020
34 41 10 - 62
TRAFF[C SIGNALS
, Page b2.of 107
5) When operating in backup mode, the BBU output shall be
I20VACf5VAC, pure sine wave output, <3%THD, 60Hz f 0.05 Hz.
6) The BBU DC system voItage shall be 48VDC.
7} The maximum transfer time allowed, from disruption af normal utility line
voltage to stabilized inverter line �oltage from batteries, shall be 40
milliseconds (ms). The same maximum allowable time shall alsa apply
when switching from the inverter Iine �altage to utility-line voltage.
Transfers to and fi�om i�atteiy o}�r;ration sl�all not interfere with the
operatic�n of the oiher equipmcnt in the intersectiott.
8) The BBU arad all components shali operate without perfarmance
degradation over a temperature range of -37°C to +74°C. Additionally, all
camponents and parts used shall, at the minirz�um, be rated for this
temperature range.
9) In the event the AC service feeding the BBU is severed, or there is a utility
blackaut, the AV �oltage measured at the AC inputs to the BBU {line to
neutral) shall be less than 1 VAC.
10) The BBU shall have lightning surge protection complaant witl� IEEE/ANSI
C.62.41 and rnust be able to withstand 2000 volt surges applied 50 times
across line and neutral. These surges shall not cause the BBU to transfer to
Backup mode.
11) The AC input and output shatt i�c panel mounted pluglreceptacles that
allow no possibility of accidental expasure to dangerous voltages. The AC
Input shall be a male receptacle anc! the AC Output shall be a female
receptacle. The receptacles shail ut�Iize sotne form of locking mechanism
ar hoId down clamps that prevent accidental disconnects. •
12} The DC connection shall he a reccssed one or two pieces Anderson 5tylc
receptacle.
13) The Power Transfer relay control and the battery ternperature sense inputs
shall be heavy duty panel-�nountcd style connectors.
14) All connections shall provide mechanicaliy and electrically secure
connections without the use of a screwdriver. The only exception is the
Relay Terminal Block.
15) The BBU must be able to shut down in order to protect against internal
damage in thc event of an overload at the output.
16) The BBU shall provide a Yime-of-day schedule. The time-of-day schedule
shail allow the user ta schcdule operational modes.
17} The BBU shall automatically change o�erational modes based on the time-
of-day schedule.
18) The BBU shall not switch from Flash Operation to Ful� �peration mode
when the remaining battery capacity is �40 percent.
19) The BBU shall prevent a malfunction feedback ko the cabinet or from
feeding back to the utility service. In the event of BBU failure
(inverter/charger or battery) or camplete battery discharge, the power
transfer relay sha11 revert to NormaEly Closed (de-energized) state where
utility line power is connected to the cabinet. �
2D) The BBU sha11 initiate an automatic shutdown when battery output reaches
42DVC.
21) The BBU shall be equipped with an integraE system to prevent the ba.ttery
from desYructive discharge or overcharge.
d. Power Transfer Switch
CETY OF FOR`]' WORTH i7Vest 7th Strcct Improvemenis
$TANi)ATZD C;ONSTRUCTIOT�i S'PECIFICAT'ION DOCUM�;NTS City i'roject Nu. 101555
Revised Sepfem6erU1, 2020 .
34 91 10 - 63
TRAFFIC 5[GNALS
Page 63 of 107
1 } Rating
a) The BBU shall i�clude a Powe�- Transfer Switch rated at 120VAC/50
amps minimum.
2} Manual Bypass Switch �
a) The Power Transfer Switch shall include a manual bypass switch_
Placing the manual bypass switch in `Bypass" mode shall cut AC
power to the Invert�r/charger and route it directly to the traffic signal
cabinet.
b) In this conditian, powcr to the inverter is disconnected, and battery
power from the inverter is disconnec�ed.
c) The inverter can then be powered off without affecting normal
intez'section operation.
d} With the in�erter tut�ed off, the batteries can be safely disconnected
� ftortt thc inverter.
3) Indicator light
a) The Power Transfer Switch shall include a bypass indicator light ii�at
automatically illuminates when the Manual b}rpass switc� is in Bypass
position.
4) Status Relay
a) The Power Transfcr Switch shall incluc3e a bypass status relay wfth
narmally open, dry contacts that automatically close when the Manual
bypass switch is in Bypass posiEion.
5) Power Trarasfer Relay
a) The Power Transfer 5witch shall include a 50 Arr�p power transfer
relay controlled by the inverter to cause the Power Transfer Switch to
switch betwccn AC power from the utifity and baEtery power from the
inverter.
6) Integrated Switch
a) The manual bypass switch and the powcr transfer relay shall bc
integrated togethcr within the Power Transfer Switch allowing the
manual b}rpass swiich ta be rated at i 5 Amp and to be integrated with
the bypass indicator light and 6ypass status relay.
7} Terminal Blocks
a) The Power Transfer Switch shall have terminal blocks capable of
accepting #6 AWG wiring with #6 AWG intemal to the Power
Transfer Switch as required for 50 Amp operation.
e. D'zsplays, Controls, Diagnostics and Maintenancc
1) The BBS inverter/charger unit shall include a backlit LCD display for
viewing all status and configuration information. The screen shall be
easily viewable in both bright sunlight and in darkness.
2) 5creen sizc
a} The scrcen shall be large enou�h to display the foliowrng inf'ormation:
(1) Operating mode (standby, buck/boost)
(2) Utility input voltage
(3) BBU output voltage
(4) Charger status
(5) Percent battery charge
(6) BBU status (standby, backup, buck, boost)
(7} Any alarms and faults
CITY OF FORT WORTN West 7th,Strcct Improveirients
5TANDARD CONSTRUCT[ON SPECiFICATION I]OCUM�NTS City E'roject No. IOt555
Revised Seprcmher Ol. 2020
3441 LO-fi4
TRAFFIC SIGNALS
Pagc 64 of I 07
3) The BBU inverter/charger unit shall include a keypad for configuring
system parame�ers and na�igating system in.formation.
4) Communications
a) The BBU sha11 be equipped with an industry standard RS-232 serial
connection for• user contiguration and management.
b} The serial port shall be an ETA-232 (DB9-Female) connector_
c} The BBU shall have an Ethernet communication interface far user
can�g�u-ation and management. The Ethernet Port shall be an R7-45,
EiA 56$B Pin Out Connector.
d) The BBU shall be incle�de remote �r►onitaring & alarms transmission
capabilities through the Ethernet RJ45 TP Addressable Port, using
SNMP protocol. O�er mcans of communication wilI be considercd.
e) All BBU configuration and System menus shali be accessible and
programmable fram thc RS-232 and Ethernet Port.
� The BBU sha�l support TCP and UDP over IP protocol
corr�municakions.
g) The BBU shall support FTP, Tclnet, and HTTP.
h) The BBU shall be SNMP compliant.
5) Web-based interface
a) The BBU shall be provided with a web-based-interface for user
con�guration and management through a web browser.
b) The BBU shall allow the user to do the following through the web
browser:
{1) Vicw logs
{2) Change modes of operation
{3) Configure ernail alarms
(4) Adjust line qualify time
(5) Program telay contacis
(6} Coniigure nctwark parameters
6} Status LEDs
a) The BBU shall have discrcte sYatus i,ED indications an the front of the
inverter/chargcr.
{1) Green output LED
(a) This LED will be ON any time that the output of the BBU is
tnodified, eithcr by backup Mode or by Buck//Boost Modes.
(2) Red fault LED
{a) This LED will bc ON any time that tnerc are any faults in the
system.
(3) Yellow Alarm LED
(a) 7'he LED wi11 be ON any time that there are any alarms in the
systern.
{4) Eventtog
(a) The BBU shall maintain an event log containing a minimum of
200 of the most reccnt events recorded by thc BBU. At a
minimum, the event log shall record the following: date/time
stamp, current operating mode, what the e�vent was.
{b) The E�ent log sha11 be viewablc through thc LCD display,
EiA-232 part, and the Ethcrnet Interfaccs.
(5) Co�nters
CfTY OF FOR'I' WORTH West 7th Sheet �mproveinents
STANDARU CDNSTRLICTTOIV SPECIFICAT[OiJ DOCLIivTTsNTS City Vrojeet No. l O1555
Re�fsed ScptemberDl, 2020
�aa� io-�s
'fRAFFiC SIGt�lALS
Pxge 65 of 107
(a) The BBL] shall keep track ot'the following: the number of
times that the unif was in backup, buck, and boost modes.
Programmable Relay Contacts
1) The BBU shall provide the user six (6) progra�nma6le dry relay contacts.
As a minimum, the programmable options shall be On Battery, T�ow
Battery, Timer, Alarm, Fau[t, and Off.
2) Relay Contact Terminals
a) The relay contacts shall be made available on the front panel of the
BBS via an 18-position, screw hold-down, printed circuiC board
maunted terminal bloc[c.
3) Contacts
a) Each relay shall have theiz own comman and their own set of normally
open (NO) and normally closed {NC) terminals. The terminals for
each relay shall be oriented as NO-C-NC on the terminal blocfc.
4) Labeling
a) Thc contacts on the terminal block shall be labcled 1-i S, left ta right.
Additionally, each set of contact shall be labeled with the NO-C-NC
designaYion, as well as C 1.. . C6 frorri left to right. A11 additional
contacts an the terminal block shall be labeled as "spare".
5) Rating .
a) The relay contacts shall be rated at a minimum of 1 arnp Gi 25 VAC.
6) Display
a) When a relay is energized, it shall be displayed on the LCD screen.
7) On Battery Relay Contact
a) The dry relay contacts that are configured for "on battery" sha11 only
encrgize when the Inverter is operating in Backup Mode.
8) Time Relay Contacts
a) The BBU shall include a tirner that wili energize the "timer"
configured dry relay contact after the user conf gured tirne has elapsed.
b} The timer is started when the BBU enters Backup Mode.
c} The user can con��Yurc the timer from 0— 480 minutes in 15 minute
incrernents.
9) I,ow Batiery Relay Contact
a) The BBU shall have an adjustabEe low battery relay setting.
b) This setting shall be adjustable so that the user can set the point at
vvhich the low battery relay contact is encrgized.
g. Batteries
1) Provide batteries from tne same manufacturer/vendor of the BBU system.
2} Individual batteries shall be 12V.
3) Batterzes shall be comprised of cxtreme temperature, f�oat cycic, GEL
VRLA {Valve Re�lated Lead Acid).
4) Battery amp-hour rating shall be 105 amp-haur maximum.
5) Batteries shall be easily replaced and commercial�y avaiIable off the shelf.
6) Battery string
a) Batteries used For the BBU shall consist of a 4 battery string with a
cumulative minimum rated capacity of 210 amp-hours
7) Batteries shall be sized and rated to operate a 700W load for 4 hours
{normal operation) followed by a 300W load for 2 hours (fiash operation)
for a tota] of � hours. �
8) Operating temperature
CiTY OF FORT WORTH West 7tli Street improvements
S'['ANDARD COidSTRUCT3Q�I SPECIFiCAT10N DOCUiv1ENT5 CiLy Projcct No. I O1555
Revised Septe�nbcr 6E, 2420
3441 ]0-G(
TFtAFFiC SIGNALS
Page b6 of 107
a) The battery system shal[ consist of one ar more strings of extrer�e
temperature; float cycle GEL VRLA {Valve Regulated Lead Acid)
batteries.
b) Batte��ies shall bc certified to operate at extremc temperatures fram —
40°C to f74�C
9) Construction
a) Battery construction shaII include hea�y-dury, inter-ceIl connections
for low-impedance between cells, and heavy-duty plates to withstand
shock and �ibratian.
10) Top cover
a) The top cover shall use tongue and groove construction and shall be
epoxied or heat-sealed to the battery case for maximum strength and
durability.
1 I) Ability to function
a} The battery sha�l function if laid on its sidc without leakage of
chemicals and be so designed.
b) An intcgral lifting handle should be provided on the batteries for ease
of remo�allinstallation.
12} Interconnect wiring
a) 1\ll 6atteries shall be pravided with the appropriate intcrcannect wiring
' and corrosion-resistant mounting trays and/or brackets appropriate for
the cabinet into which they will be installed.
h. System Hausing
1) EIA 5tandard
a} The internal cabinet shali come with installed EIA rails.
h) Al] references made to EIA rail ar EIA 19" rack sha11 conform to
Electronic Industrial Standards EIA-310-B, Racks, Panels, and
associated equiprr�ent with 10-32 "Universa� Spacing" threaded holes.
c) The BBU shall be installed in an cxternal cabinet adjacent to or
connccted to the Txaffic Controller cabinet
2) Inverter/Charger Mounting
a) The Inverter/Charger Unit shall be shelf or rack mounted on a standard
EiA19" rack.
3) Power Transfer Switch Mounting
a} The Fower Transfer switch shall be mountcd on EI� Rai1.
4} Interconnect wirin�
a) All interconnect wiring shall be provided and shall be UL Style 1015
CSA TEW.
5) BBU replacernent
a) The BBU equipment and batteries sha11 be easily replaced and shall not
requirc and special iools for installation.
6) The BBU inverter and battcries shall be hot swappable. T'here shall be no
disruplion to the TraF[ic Signa� when rernoving the inverter or ba�teries for
maintcnance.
7) All inverter and battery connections shall be oithe quick disconnect type
for ease of maintenance.
8} All necessary installation hardwarc (bolts, fastencrs, washers, shelf angles,
racks, etc.) shall be included.
9) Cabinet shall have a cabinet white LED light that is wired to turn on whcn
the cabinet door is open.
CI"FY OF I�ORT WORTH West 7th St��eet lmprovements
STANI�AI2D CONSTRUCTIO�I SP�CiF[CATTON DQCUMENTS Ciry �'roject Ido_ 1Q1555
Reviscd Sepiember 0 ] , 2620
344] 10-67
TRAFPiC SIGNALS
Pxge 67 uf ]07
10) The external cabinet shall be capable of housing batteries, inverter/charger
unit, power teansfer switch, control panels, wiring, wiring harness�s, and
all other ancillaiy equipment.
1 f } Cabinet Types
� a) TYPE 1: Fole mounted ext�rnal cabinet (for 336 type cabinet
locations)
b) TYPE 2: Side �nounted external cabinet - Side mounted {attached to
the side of the mode1332, 336, 350i, 352i, or 357i Cabinets)
c) TYPE 3: Base mounted external cabinet - Frecstanding (for aIl type
cabinet locations). The base mounted external cabinet shalI have a
minimum S" riser for easy cable entrance.
12) Ali external cabi�aets shall be NEMA 3R rated.
� 3) The external cabinet shall be ventilated th��ough khe use of louvered vents,
filter, and one thermostatically controlled fan.
a) The External fan cabinet shal I be AC or DC operated from the same
line output of the Power Transfer Switch that sup�lies power to ihe
traffic cantroller cabinet.
b) A 2-postion terminai block shafl be provided on the fan panel
14) The extcrnal cabinet shall come provided with a]] bolts washers, nuts,
cabinet-cabinet coupler fiiting, shelves, wiring, and all other hardware
necessary for mounting and connecting the external cabinet.
i. Documentation
I) Cabinet wiring diagrams and equipment manuals must be provided for '
each cabinet.
2) Detailed directions/irtstructions Far installation, prograrnming and
maintenance for each BBU u�nit must bc included.
10. Multi-conductor cable
a. All cablc shall be multi-conductor capable of operating at 600 volts maximum,
and suitable for use at conductor temperatures not cxceeding 75 degrees C{167
degrees F).
b. Multi-conductor cable shall be either stranded iMSA 20-1, #14 AWG, stranded
copper wtrc. .
c. The copper wire (beforc insulating} sha�l meet the requirements of the latest
American Society for Tcsting and Materials {ASTM) standards for uncoated wire_
d. Ensure fillers are non-metallic, rnoisture resistant, non-wicking material.
e. Supply ca6les that clearly show the nanr�� of the manufacturer and the IMSA
specificaiion number applied at approxitnate 2 foot intervals to the outer surface
of ti�e jacket by indent printing.
11. Power Iead-in cable
a. Power Iead-in cable shall be stranded RHW copper wirc and suita6le for A/C .
electric service.
b. The cable sha12 bc capable of op�rating at 600 volts maximum and suitable for use
at conductor temperatures not cxcecding 16Z degrees Fahtenheit (75 degrccs
Celsius).
c. Material and construction shall be in accordance with the applicable requirements
of IMSA and NEC standards.
d. Conductors shal] be stranded, anneal coatcd copper.
e. Copper wire before insulating or stranding, shail rneet the requirements of the
latest edition of ASTM B-033 (for coated wire).
CiTY OF FORT WOR"CFE West 7th Street lmprovemenis
STANDARD CONSTRUCTTON SP�:CiI' iCATiON DOCUMENTS City Project No. 101555
RevltiCd Septeinber 01, 2020
34 41 10 - b8
TRAFFIC SICiNALS
Page 68 nf 107
£ Stranding shall be class B, in accordance with the latest edition of ASTM B-8.
g. Insulation shall be THHN and comply with Federal Specification A-A-59544 and
all applicable ASTM standards.
12. Grounding conductor
a. The grounding conductor shall be a#8 AWG soIid copper wire.
b. The conductor shall be bonded to a11 ground rods.
13. Ground rod
a. Ground rod elech•ades shall be copper-bonded steel being at least 5/8 inch in
diameter. �
b. All ground rods shall be a minimum of 8 feet.
c. All ground rods shall be a minimum of 6 feet in ground.
14. Ground Soxes
a. Ali boxes shall meet all tesi requirements of the latest SCTE 77 "Specification
of Underground Enclosure Intcgrity" for Trer 22 app�ications.
b. Bottom edge of box or extension shall be faatcd with a minimum 1'/4" flange.
c_ Cover lift eye shal[ be molded with cover.
d. Cover lettering shall be I" incised ]etters reading "Danger High Voltage Traffic
Signal." .
e. Cover shall include the City of Fort Worth lo�o in upper left-hand corner.
f. Cover rnust 6e secured with "Penta Head", stainless steel, sc(f-cleaning bolts
and nuts.
g. Provide security bolts if indicated in the Drawings.
h. The top surface of the ground box cover sha11 have a minimum co-efficient o�
friction of 0.5.
i. Boxes shall be stackable for extra height.
j. Box�s shail be manufactured from Reinforceci Polyme�- Concrete {RPM)
composcd of borasilicate glass fiber, a caCaly�cd polyester resin and an aggregatc.
Side walls may be rcinforceci polymer.
k The size and dimensions of the requircd ground boxes shall be shown in
standard detai134 41 ] 0— D601.
15. Traf�c Signal Structures
a. Design
1) Structures shall he designed in accordance with 1994 AASHTO "SCandard
Specifications for Structural Supports for Highway Signs, Luminaires, and
Traffic Signals" for 80 MPH wind zone.
2) Refer to Che City's Standard or Decorative Tr�ffic Signal standard detail
sheets for additional details.
b. Markings
1) All pole shafts a�d mast aians for this project shail be marked witl� the
identificatian numbers from the drawings to facilitate asscmbly of these
items in the field.
2} For Projects with multiplc intersections, thc pole sha#'ts and mast arms shall
be identified by intersection.
c. Vibration dampers
1) Steel �nast arms ranging above 28 feet in length shall be pro�ided with
aluminum vibration dampers.
d. Structure Finish
1) Standard
CITY OF F02T WORTii �esF 7tli Street Improvcments
STANDARD CONSTRUC"CCON SPECiFICATTON DOCUMENTS City Yrajcct Nn. I O1555
Revised Sep�ember 01, 2020
344t [U-69
'CRA�FfC SIG�YALS
Pagc 69 oE 107
a) The traffic signa� po]es and mast arms shall be galvanized in
accordance to ASTM A 123. Each component must be completely
coated in a singIe dip. No double dipping will be allowed. All
miscellaneous hardware shal! be galvanized per ASTM A153.
2) Decorative
a} As shown in the plans.
e. High strength galvanized steel bolts
1) The allowable working stresses for A325 bolts shall be given in the
AASHTO Streetscape Structure Specifications fo�• St�uctural ,Toints using
ASTI�I A3250-N or A490-N bolts.
f. Powder Coating
1) After gaIvanizing, the steel and aluminum products shall bc btastcd to an
SSPC-SP7 comme�-cial blast.
2) All galvanized parts shall be p�•e-bakcd to ensure all gasses are released
from the coating surface prior to powder coating.
3) Finish with 1 coat of UMC super.TGIC thermosetting powder coating 3-S
mils (D.F.T.) and baked in accordance with powder manufacturer's
recotntnendations.
4) Top coatin� is electrostatically applied and oven baked at 400 degrees
Fahrcnheit and cured for a minimum of 10 mimites.
5) Top coat color shall be black (RAL 90� 7) unless otherwise selected by the
City.
g. Terminal block �
1} Terrr�inal shall be Pelco 12-Circuit termina! biock assembiy, or approved
equal. Rated at 85 AMP 600V
h. Mast arm pole shaft
1) Each traffic signal mast artn pole shall be fabricated from a 1 piece high
stren��th steel sheet, and shali have no more than 2longitudinal full length
high frequcncy resistance welded joints and no horizontal welded joints
except at thc base of the pole.
2) Welds shall have a smooth ar�d consistent external surfacc appearance.
3} All we�ds shall be performed hy an American certified structural steel
welder.
4) Traffic signal poles shall have a uniforrn taper.
S) Po1es shall havc a minimum of 50,000 PSI yield strength.
6) Cold working the steel to attain ihe 50,000 PSI required yield strength is
not acceptablc.
7} The certifications from the vendor an the stee� must indicate a mfnimura of
Sd,000 PSl yield strength after fabrication.
. Mast arm
1) Each traffic signal mast arm shall be constructed from a 1 piece high
strength, steel sheet with guarantccd minimutn yield strength of SQ,000
PSI.
2) Arnns over 40 %et may be 2 piece but shall arrive at the Site and City yard
as welded 1 piece. .
3) The certifications from the vendar on t�e steel must indicate a rninimum oF
50,000 PST yield strength after fabrication.
4) Cold working the stee] to aftain thc 50,000 PSI required yield strength is
not acceptable.
C[TY OF FQRT W(3RTi[ West 7th Street Imprnvements
STANDARD CONSTIZUCTiON SPI:C[FiCATTON DOCUIv1Ei�fT'S City Project No. 101555
Rcvised Scptc�nbcrQl, 2020
3441 IU-7U
9RAFFIC 5EUNA�.S
Pagc 70 of 107
5} Mast arms shall have no more than 2 longitudinal full length high
frequency resistance welded joints.
6} W�lds sha11 have a smooth and consistent extemal surface appearance.
7} All mast arms shali have a unifarm taper.
j. Lute�inaire Arm .
1) Luminaire arms sha[I be fabricaied in accordance with the Drawings.
k. Pedestal Siructures
1) Pedestal structures for mounting pedestrian signals or median-mount traffic
signals shali be furnished with a transformer base, pole cap, and all
necessary hardware for praper installation.
2) Height of pale shall be set in the Drawings, but sha11 not exceed 15 fe�t.
1. All other hardware necessaxy for complete installation of traffic signal
structures, i.e., simplex plates, pole caps, transformer bases, anchor bolts, etc.
shall be hot dipped galvanized and conForm to thc dcsi�n, dimension, and
strength rec�uirements of said items as indicatcd on the Drawings. '
m. All hardware shail be packed on a per pole basis.
16. Foundatians
a. All foundations shall be bui�t in accordance with Section 03 30 00 and the
rcquircmcnts stated in the Drawings.
17. Hardware Signal Pole Paint
a. Primer coating shall be Kwal Paint #SS10 G-Prime Preznium AcryEic Universal
Primer or a�provecE equi�alent. This is a] 00 perccnt acrylic prit►�er for all
types of surfaces, including galvanized finishes.
b. Finish coating
1) The flat finish coat shall be Kwal paint ##6300 Accupro l OQ percent Acrytic
Extcrior Flat Finish or approved equivaEent. 'C'his is a 100 percent acrylic
#inish that is durablc and chalk resistant.
2) 7'he semi-g�oss finish coat shall be Kwal paint #3914 Accupro 100 percent
Acrylic Exterior Semi-Gloss Finish or approved equivaient. This is a I00
percent acryfic finish that is durablc and chalk resistant.
c. Finish coat colors that are permissible within the City inciude:
1) Black: RAL ��9017
2) Pure aluminum
3) Arch brown: RAL #�8019 .
18. Signal Co�trollcr
a. The traffic signal controller shall be Intelight ATC controller or approved
cquivalent, and shall meet the specifications as shown in Specification
Attachment `B",
b. Traffic signal controller shall be capable nf running latest version of Intc[ight's
Maxtime controtler software and shall meet the folEowing specifications as
shown in Specification Attachment "C".
19. Controller Cabinet Assembly
a. The traf�c signal conit•ollcr cabinet shall be McCain A'['C type cabinet, or
approvcd cqui�alcnt, and shall meet the specifications as shown in
Speciilcation Atkachment�"A".
Z0. Roadside Flashing Beacon Assembly
a. Providc flashcr coritrol assembly in accordance with TxDOT DMS 11160,
"Flasher ControI Assembly."
CITY OF FORT WOT2Tii West 7th Street Lnprovcmcnts
STANT7ART] CONSTRUCTiON 5PP.C[�1CATION DOCUM�NTS Ciry Project No. 101555
RcviscdScptcmhcrOf,2020 _
34 4l 10 - 71
TRAFF�C SIGNALS
Page 71 of 107
b. Provide pedestal pole bases in accordance wiEh TxDOT DMS-1 i 140, "Pedestal
Pole Sase."
c. Wlien shown on Drawings, provide solar powered flasher controller assemblies
in accordance with TxDOT DMS 1 I 150, "Solar Power Flasher Controller
Assem6ly."
�1. School Zane Flasher Assembly
a. Reverse flashing beacons shall be installed on the bacic side of traffic si�nal
mast arms at signalized intersections within the schoo� zone.
b. Cabinet
1) The cabinet shail have a hinged panel for mounting the time switch, the
flasher and interface board, and the solar regulator. This hinged panel shalI
be in front of tkae battery compartment. The cabinet shall be designed to
mount a time switch with dimensions oi 10 3/8"h x 4 7/8"w x 4"d with the
CPC cannector.
2) The cabinet shall be fabricated of .125 inch sheet aluminum. The cabinet
shall be weatherproof using a neoprene gasket and shall be supplied with a
standard #2 Corbin lock and key. The cabinet shall be of sufficient size to
house one (! ) l 00-amp hour battery. The autside dimensions of the
cabinet shal� be a minimum of 17"h x 18.5"w x 14.75"d. The outside af
the cabinet shall be the natural aluminum finish.
3) The cabinet shall have a rain �lap designed to cover the top of the cabinet
door. The rain flap shall extend the width af the cabinet and shall be 1.75"
deep. The rain flap shall have a sii�ht down angle and extend past the door
of ihe cabinet when the door is clased ta allow rain water to drip past the
opening of the cabinet door.
4) In order to allow batteiy gasses to escape, the cabinet shaEl be equipped
with vents on the left and right side of the cabinct. Thc vents shal! be
covercd on the inside of the cabinet with a screen to prevent insects and
other debris from entering the cahinet. The battery comparttnent shall have
1/2" foam on bottom, sides and bacic to proper�y insulate the baitery. 'I'he
�attery campartment shall be of sufficienk size to house one (1) 100-amp
hour {Group 31) battcry.
S) The flasher cabinet shall be supplicd with appropriate hardware for
mounting to a 4 112" o. d. pedestal pole using Pc1co 5E-1100.
c. Flasher and Interface Circuit Board
1) The flasher cabinet assembly shall include a flasher and interface 6oard. A
two (2,) circuit 12VDC flasher shalf be integral to the flashcr and interface
board. Thc flasher shall be of all soGa state construction and shaII be rated
at a minimurr► of 6.0 Amps per circuit. The tlasher shall uY'tlize zet-o-
valtage turn-on and turn-off of cun•ent thus eliminating electromagnetic
interference.
2) The flasher and interface board shall have two terminal blocks for
connecting the wiring of the cabinet. Banier type temunal blocks shall be
used to terminate atl wires. The terr�inal blocks shall terminatc the
following functions: �
I. Solar Panel -� 1. Time switch relay common
2. Solar Panel - 2. Time Switch relay normally open
3. Battery �- 3. DC + pow�r to time switch
4. Battery - 4. DC — to time switch
C[TY OF FORT WORTH West 7t1� Street Improveinents
STAtVDARD CONSTRUCT[ON SPECiPiCAT10N DOCLIMENTS Ciry Pruject i�lo. l O1555
12evised September Ol, 2020 "
34 4l l0 - 72
7'RAFFTC SIGNALS
Yagc 72 of I 07
5. Confrmation light �-
6. Confrmation Iighi -
7. Load-1 from the flasher
S. T.,oad-2 from the flasher
9. DC common from flasher
10. DC cammon from flasher
3) The above �unctions shaIl be clearly silk screened on the circuit board
adjacent to the appropriate terminal.
4j The flashcr and interface board shall bc pre-wired for connection to a solar
regulator. The wires connecting the F[asher and interface board to the solar
regulator shall be a minimum of l6AWG and sh�El be permanently
saldcrcd to the flasher and interface board.
5) The flasher and interface boat-d shall be pre-wired with a 16-posi#ion, CFC
type, quick disconnect conncetar to accommodate a timc switch. "i'he time
switch connector shall be wired as foltows:
Pin 4: Relay common
Pin 10: Relay norn�aEly apcn
Pin 13: DC common
Pin 15: DC +
6) The tYasher and intcrface board shall include 3 separate fuses to protect the
solar array, the battery and the Eoad. The fuscs shall be easily replaccablc
from the front of the board with the use of a standard fuse removal tool.
7} Ik shall be possible to configure the flasher and interface board to operate
as a 24 hour flasher witl� tkte use of standard tools.
$) The flasher cabinet shall be supplied with appropriatc hardware for
mounting to a 4 1/2" o. d. pedesta] pole using Pelco 5E-1100.
d. Battery
1) Group 31
a) Each battery shati.be Valve-Regulatcd, Gelled -Eleckrolyte, with a
nominal voltage of I2 volts and rated at 108Ah {100 hour test mcthod).
Each battery shall conform to the following:
(1) Operating temperature rangc: -76°F (-60°C) to 14p�F (60°C)
{2) Resistance: 4.0 Milliohms full charge
{3) Plate Alloy: Lead Calcium
{4) Vents: Pressure rclicf self-sealing (ZPSI operation} vents
permanently attached
{5) Case: Polypropylcnc
{6} Terminals:'Forged with opening for `/�" bolt
(7) Maximunn sizc: L-13.0" x W-7" x H-9.75"
(8) Wcight: b9.5 lbs.
(9) Non-Spilla6le: ICAO, IATA & DOT standards
( I 0) Group Size Rating: Group 31
(I 1) Cycle Life vs. DOD: 5000 or greater @+25°C (77°F) BCI 2-
Hour Capacity
2) Group 22
a) Each battery shall be Valve-Regulated, Gelled-Electralyte, with a
nominal vo�tage af i 2�o�ts and rated at 58.2A�► ( i p0 hour test
methocE}. Each battery shall conform to thc follawing:
(l) Operating Ternperature Range: -7b°F (-60�C) to 140°F {60°C)
(2) Resistance: 4.0 Milliohms full charge
C[TY OF FOR"]' WORTH West 7th Street lmpi�oveuiencs
STAi�T7ARD COI�iSTRUCTION SPECTFECATTON DOCUM�I+fTS Ctry Project Nu. 101555
Rc�iscd Septein6er Ql, 2020
34 41 l0 - 73
TRAFF�C SiGNALS
Page 73 of 107
{3) Plate Alloy: Lead Calcium
(4) Vents: Pressure re�ieiself-sealing (2PS1 operation) vents
permanently atEached
(5) Case: Polypropylene
(6) Terminals: Forged with openrng for 1/4" bolt
(7) Maximum Size: L-9.3$" x W-5.5" x H-925"
(8) Weight; 37.0 lbs.
(9) Non-Spillable: ICAO, IATA & DOT Standards
(IO) Group Size Raiing: Group 22
(11) Cycle Life vs. DOD: 5000 or greater @+20°C (77�F) BC12-
I-Iour Capacity
Photovoltaic Controticr {Solar Regulator/Charger)
1) The flasher cabinet shall include a Photovoltaic Cqntroller (Solar
iZegulator/Charger) that uses Pulse Width Modulation (PWM} type
tcchnology. The PWM contzoticr shall be I00% solid state and be
designed far use as a battery charge regulator in photovoltaic (solar) enexg}+
sysYems.
2} The PWM controller will allow m�imum solar panel curreni to flow into
the battety throughout the battery charge cycic and once full charge is
reached; the rcgulator will continually aliow small current pulses to
maintain a full charge. The PWM type controller shall allow a true 0 to
I DO% d�ty charging cycic without having over-current to the battery.
3) The photovoltaic controller shall have terminals to accept up to � OAWG
wi re.
4) The solar regulatot shall have the following LED status indications:
Charging Status LE'D
Color Indication Operatin� Sfate '
None Flickers "on" , Night (LED flickers every 5 sec)
Green Solid: flickers "off" Charging (LED flickers every 5 sec)
Red Flash�in�; Error
-Solar array current too high disconnect
-High Voltage disconnect
-High kerriperature disconnect
Aed 5o�id: flicker "off ' Critical ezxor
-Temp sensor damaged (for battcry
charging)
-Heat sink temp damage {for internal
heat levcl)
-MOSFIT damage
-Firtnware error
Battery Status LEDs (3j
I.ed indication
Greeu 2 flash per sec
Green i ilash per second
Grccn Solid
Grcen 1 8ash per 2 secands
Ycllow Salid
Red [ t3ash per second
Rcd Solicl
Battery Status Load Status
Fu[l Baliery (N/U for Crc! Ccll) Rcgulator "LOAD" output good
Final stage of charge Regulator "LOA]Y' outpul gnnrl
Battery nearly full chargc Rcgulator "LOAD" output good
maintaining full charge Regu[xtor "LOAD" oniput good
Battcry lialf full state Rcgulator "LOAD" output �ood
Bal[eiy low "LOAD" good near disconnect
Battcry slate critica{ Low Voltagc Discannect {LVD)
(No i'ield Tndicadons)
LVD occurs at 11 S VDC
CI"fY OF FORT WORTH West 7th Street impinvcmcnts
STANDARD GON$TRUCTFON SPECI�ICATiON DOCUMENTS Ciry Project Nu. I O 1555
Revised Septem6cr Ol, 2020 -
34 4l l0 - 74
TRAFFiC SIGNALS
Page 74 oF I 07
Reconnects "LOAD" at I 2.6 VT]C
5) Amperage Rating
a) The amperagc ratin� of the solar rcgulator shall be a minitnum of
125% greater than the amperage suppli�d by the solar array.
b) The solar regulator shall be canfigurahle to work with both sealed and
flooded batteries. It shall be possible to switch between sealed and
flooded with the use of simple tools or by usc of switch setting.
c) Operating temperature: -40 to b0° (C)
Time Switch
1) This specification sets forth the minirraum acceptable design req�irements
for a two {2) circuit salid state time switch. It is intended for use in
industrial applications and h-affic contrat systems, and shall bc of all soiid
state construction excepi for the 2 rclay outputs. All components shall be
made availa6le to the purchaser for servicing for ftve years af�er ex�iration
of the m�nufacturer's warranty, or shall be so idcntified that they may be
purchased from industrial elecCronics suppliers. The time switch shall use
day plan programming with the annual exception method for ease of •
programming.
2) Physical
a) The time switch shall be equipped with a means for maunting to a
suitable back plane. Mounting holes that provide clearance for at least
a No. 10 screw will be accepiable.
b) The time switch shall not cxceed 8 3/8"h x 4 7/8"w x 2"d without
harncss and 10 3/8"h x 4 7/8"w x 2"d with harncss. A case shall bc
provided to protect the time switch circuitry from dust. The unit shall
fasten securely to the case and must be easily removable from the case
with the use of simple tools.
c} interface to the powcr source (AC or DC) and to the controllcd device
shall be provided by means of a quick disconnect connector with a 4$"
mating harness. The E1C and DC power inputs shal� bc p��otected with
a fuse and MOV.
3) Power Supply and Timing
a) The tirr►e switc� shall operate on eithcr 12 Volt DC +-/-2VDC or an AC
power source bctween 95 and 135 VAC and from -30 ta +74 degrees
C.
b) The AC & DC power supply s�all be an integral part of the time switch
circuit board for operaiion in AC powered or solar DC powered
systexns. A separate 12VDC p.awer supply modulc, similar fo those
used for calculators and battcry chargers, is not acccptable.
c} No time shall be gained or lost during changcover from AC powe�• to
the back-up system and back to AC power.
�) Programming
a) AIl programming shall be accomplished �via a 16 key positi�e action
push button keyboard which is an integral part of the unit. Prompt
r►iessages shall be displayed during the prvgrammin� process to guide
the operator as the data is being cntcred.
b) The time of day shall be able to be set to one sccond.
CETY OF FOR'I' WOR"fH Wcst 7th Street lmprovements
STANDARD CONSTRUC'F[ON SPF.Cii'ICATIOAi DOCUMENTS Ciry Project Nu_ I 01555
Revised September Ol, 2020
3441IU-75
TItAHFiC S1GAlALS
Page 75 of 107
c) Time of day, day of week, date, year and th� operation of the Z relay
outputs shall be able to be easily set from the integral key�oard. The
functions af the keys shall be clearly marked on the keypad. Prompt
messages shal] be displayed during the programming process to guide
the operator as the data is being entered. A11 data required to properly
set and program the unit and revfew the stored program shall be clearly
displayed without the use of auxiliary devices.
d) Changeover from standard time ta daylight savings time or vice versa
shall be accomplished automatically. The nperator sha[I have the
capability of er�kering the daylight savings Cime information from the
keyboa�•d thus eliminaiing the need for a PROM change should the
current U.S. law change. The daylight savings time feature shall be
able to be defeaied from the keyboard. Leap yeai compensation shall
be automatic.
e) When the user is programming the unit, the display shatl providc for
verification of cach piece of data prior to its being entered. Provision
shall be made for correction of any ancorrect data prior to entering it. It
shall be possible to alter any individual program step wiChout
disturbing ar�y other step in the program.
fl When an instruction is given to turn the output/s on or ofE, that
instruction ti�ne shall be a61e to be set to one minute, and thc change
shall take place at the zcro second of that minute.
g) A set oiclear operating instructions shall be furnished with each time
switch.
h) A software package shall be available that wili allow the operator to
upload programming and download �rogramming to the time switch
from a tabEc top central computer or laptop. Tlae programming shall
include all day plans, week plan, annual plans and a unique name
assigned by the opexator. The software shall be ablc to store the
programming for an unlimited number of time switches.
5} Day Plan Programrnix�g
a) Each time switch shali have ten (10) day plans. One of the Day Plans
shall be used for holidays throughout the school year. The other nine
Day Plans shall be capablc of programming 16 program steps per plan.
Each day plan program step shall include the following:
(1) Time of day in: Hours, Minutes, AM or PM
(2) ON/OFF Comtnands: ON, OFF
b) One day plan shall be reserved for programming a narnr�al school day
and the other 8 day plans are pro�ramnrzed for any schnol flasher
schedule other than the norax�a.l schooI day such as an early out
schedule.
c) Means shall be provided to allow the operator to clear the .
programming of a single Day Pian or all af the Day Plans by simpte
keystrokes.
6} Week Plan Programming
Cll'Y OF FORT WORTH West 7tli Street imp��ovements
STANDARD CONSTRUCTIO%I SPL.CIFICATIO� DOCUiv1EIVT5 City Praject No. 1 Q I555
Revised Septembcr Ol, 2U20
3441 LO-7fi
TRAFFI.0 SIGIYALS
Page 76 of I 07
a) Each time switch shall have a Week Plan. The Week Plan is the
normal Monday through Friday school program. The time swikch shall
automaticaIIy assign Saturday and Sunday to no Day Plan, and
Monday through Friday to the Normal Day Plan. 'I'he o�erator shall
ha�e the ability ta reprogram any day of week in the Week P�an to any
other Day Plan.
7} Annual Plan Programming
a} The time switch sha11 be capab�e of executing thirty-six (36) sepaz�ate
Annual Plans. The Anttual Plan programming shall use the exccption
day rnethod where the time switch automaticalfy runs its Week Plan
until an Annual .Plan pragram instructs it to run a different day plan.
b) Programming for thc Annual Plans shall be accomplished through the
integral [�eybaard. Each Annual Plan shall be programmed by entering
a Day PEan number and thc beginning date (month/date/ycar) and the
ending date for which the tirne switch is to run that Day Plan. The
time switch shall be capable ofrunning a Day Plan as short as one (I}
day or as long as six (6) months. It shall be possible to begin an
Annual Plan in one calendar year and end that same Annua! Plan in the
next consecutive year.
c} It shall not be necessary to enter the Annual Plans in chranoIogical
order.
d) Means shall be provided to allow the operator to cicar all of the data in
the Annual Plans without affecting the operation oF the time switch.
e) A means shall be providcd to review thc Annual Plans without
affectin� the normal operation of the timc switch. 'I'he display shall
include the Annual Plan numher, thc Day PEan number, and the
beginning and ending dates.
8) Program Transfer
a) it shall be possible to program any time switch, and transfer that
prngram to any other like time swiYch by rr�eans of a simple unit-to-unit
cable. Upon completion of thc program transfer, an electronic check
sha�L be activatcd to insure an accurate transfer of data. In the event an
invalid transfer occurs, an enror message sttall be displayed alerting khe
operator. The transfer cable cor�ncction shall bc accessible from �he
front of the time switch.
9) ManualOperation
a) The iime switch shall havc the capability of mae�ually turning on or aff
the two relay outputs from tt�e integral keyboard. The manual
operation shall remain in cffect until the ncxt vatid program step
occurs. At tYtat point the time switch wi11 release from manual control
and revert to its internal program.
b) The main display of the time switch shall indicate when the unit is
under manual control.
IO) Display
a) Integral with the time switch shall be an easy to read, 2 line, 16
characters per line, aiphanumeric Liquid Crystal Display (LCD)_ This
display shall provide a cEear indication of� the time of day
{HH:MM:SS}, AM or PM, day of week, date {MM/DD/YY) and thc
status of the output relays. Time shartl }�c entered on a i 2 hour format
with a clear indication oflLM or PM.
C1TY OF FOR"f WORTi[ West 7th Ste�eet Lznprovemcnts
STAAIDAIZD CONSTRUCTiDN SPEC3FiCATIOIV DOCiJMENTS City Pmject i�To. ] Q I 555
Reviscd Septeinber 61, 2020 �
34411�-77
'fRAfF[C SIGNALS
Page 77 nf 107
b) The operator shall be able to display the current status of the time
switch with simple keystrokes. This status screen shall include which
Day Plan and Annuai Plan numbers are in effect.
c) A means shall be provided to review the program in the unit's memory,
and such means shall be integral with t�e time switch. Such program
review sha11 not affect the current operation of the time switch.
11) Back-up System
a) A means shall be provided to maintain timiekeeping when the line
power source (115VAC) is not available. This back-up system shall
maintain timekeeping for not less than 7 y�ars at 25C. Upon
resumption of the line power, the unit shall automatically resume
nor�nal operation.
b) A means shall be pz'ovided to maintain the time switch progratn when
the [ine power source ( I 15VAC) is not available. This back-up system
shall maintain all programmed steps intact for not Iess ti�an 7 years at
25C. Upon tesumption of thc Gne power, the unit sha�l automatically
resume narn�al operatian.
c) Should the timekeeping ar the program of the time switch be erased
during an AC power outage, thc unit shall display an indication of the
Ioss. The display shall be an easy ta read LCD and shall be able to be
reset from the integral keyboard.
d) When the time switch is operaYing on the back-up system, the displays
shalt be blanked and the output disabled to conserve back-up power.
12) Outputs
a) The time switch shall have two (2) single-pole, double-throw rclay
autput with a contact rating of at least � S amps at 1 I 5 VAC resistive
load.
g. 12" Polycarbonate Traffic Signal Head
I} The purpose af this speci�cation is to set forth minim�zm design and
operating requirements for a 12" adjustable face palycarbonate traffic
signal head which can house a 12" 12VDC L�D.
2) General
a) The per%rmance of each signaI shall conform to the standard for
Adjustable Face Vehicular Traffic Control 5ignal Head, Tcchnical
Report No. 1, of thc Institute af Transpo�-tation Engineers, as most
recently reviscd.
b} The signal shall be scctional in construction, requiring one lens per
section. Sections shall be of such design and eonstrucNon as to ft
togekher rigidiy and securely, to prcvcnt the entrance of dirt or
moisture and prevent the ratation of misalignment of the individual
sections.
3) Housing
a) The housing for the individual sections sha[E be injection molded from
uitraviolet and heat scabilizcd flame retardant permanently colored
polycarbonate resins.
b) Ail parts shall he clean, smooth, and free from flaws, cracics,
blowholes, and other imperfections.
c) The top and bottom of each seckion shall be molded with a 5� serrated
boss and reinfo�'cing ribs.
CiTY OF FORT WORTH West 7th Stj�eel [mproveme�ts
STANDARD CONSTRUCT[ON SPEC[FICATTON DOCUM�NTS Cily Prujccl iVo. l O1555
Reviscd Se�rtcmber0l, 2{V2ii
3441 1I3-78
TkAFFTC SIGNALS
Pagc 7ft nf 107
d) Openings in the top and battom of the signal shall accommodate
standard bracket arms.
e) A cast boss shall be provided for mounting a 5 or 6 position terminal
strip.
4) Door
a) The doors for each section shali also be injection molded from similar
material to that used for the main section housing.
h) Two integrated hinge lugs shall be mounted to the housing with twa
stainicss steel hinge pins.
c) Positive latching shall be achieved with stainless steel eyebolts and
wingnut assembiies.
d) Tl�e insidc of the door shall have a graove to a�commadate a pliant
gasket resulting in a conripletely weatherproo#' and dustpt'oof assembly
when the daor is in the closcd position.
c) The door shall be equipped with four metal threaded inserts molded in
for added strength to the visor attachment scrcws.
5} Visor
a) All signal head shall have a tunnel visor for each section.
b) The visor shall be onc piece made of molded permancntly cotared
polycarbonate resins and have twist-on attaching cars. �
6) Hardware
a) All screws, latching bolts, and hinge pins shall be 300 series stainiess
steel to prohibit rust and corrosion.
7} Ter�ninal Block
a) The traffic signal shall be equipped with a 2 or 3 section #12 terminal
barrier strip; or�e side with a quick disconnect Cerminal for socket ]eads.
The opposite set of terminals with a screw clamp terminal for iield
wiring.
8) Signal Closurc Kit
a} A signal closure kit will be furnished with cach signal head unless
otherwise noted. The closer kit shall be designed to seal the signal
hcad at either top or bottom without use of special tools. The cfoscr
cap shall be molded ABS plastic having the same color as the signal
hcad with UV sta�ilizers and having a durometer neoprene gaskct.
The adapter bar used to sccure the ciosure kit to tl�e head shall
compensate for varying thickness of the signaI heads. Two screws
shall be provided to fit any manufacturers signal.
h. SignaI Mounting Hardwar�
1) The purpose of this specification is to set forth minimum dcsign and
specification requircments for a signal mounting bracket assembly to attach
an 8" & l2" polycarbonate traffic sigr�al head to a 4 1/2" pole.
2) Materials
a) Thc bracket shall consist of a hallow aluminum cast arm with circuiar
tz-i-boli signal centering bosses, drilled and tapped 114" x 20 for
attachment of a traific signal head and on pole end cast openings for
3/8" U-bolt.
b} All associated hardware needcd to attach s�gnal head to a 4]/2" pole
shall be supplied with the bracl�et.
c) No specia] toals required.
d} The hollow aluminum arm shall have a 1 1/2" wire racewav_
C]TY OF FORT WOR"['H West 7th SYrcct Tmprovc�nenta
STATV�)ARD COAlSTRUCT[ON SPECIFICAT[ON DOCUM[ENiS City Project No. 141555
Re�iscd Scptember Ol, 2026
34 41 lU - 7)
TRAFFIC SIGNALS
Page 79 af 107
e) The castfng shall be free of voids, pits, dents, molding sand and
excessive foundry grinding marks.
f� The exterior �nish shall be free of molding fins, cracks and other
blemishes.
g) All design radii shall be smooth and intact.
h) Minimum alurrtinum ingot requirements:
(1) Aluminum alloy: 314
(2) Yield strength: 18
(3} Tensile strength: 27 •
(4) Brinell hardness: 75
{5) Elongation (% in 2"): 2%
3) Finish
a) Bracket arm: alodine finish
b} Hardware: zinc di-ch�-omate
Pedestal Base
1) The pedestal hase shal� be 13 3/4" squarc and 1 S" high.
2) Thc base shall be cast aluminum with natural finish and minimum weight
of 20 lbs.
3) Thc pcdestal base shall be fabricated from new aluminum billet with thc
following minimum requirements:
a) Aluminum alloy: 3 i 9
b} Tensile strength, KSI: 34
c) Yield strength, KSI: 19
d} Elongation (% in 2"): 2.S
e) Brinell hardness: 85
� Shearing strength, KSI: 23
4) No scrap material shall be used in Che fabrication process.
5) The pedestal base shall be free of voids, pits, mol�ing sand and excessive
foundry grinding marks.
6) AIl design xadii shall be smooth and intact.
7) The top af thc pcdestal base shall �e threaded to rcccive a 4" NPT pedestal
pole.
S) The pedestal base shall be designed to be fastened to a concrete foundation
by means of 3/4" anchor bolts located 90 degrees apart on the bottom of
thc base.
9) Thc base shalf ha�e slots in the bottom 1 1/2" wide and 2 1/2" long
measured along the circumference of thc bolt circle, aliowing a proper f t
even if the bolts are placed slightly off center.
10} The basc shall accommodate boit circles from 12° to 14 1/2".
L I) Each pedestal base shall be supplied with a set of 4 anchor bolts, 3/4"
diameter hy 18" length, galvanized per ASTM-A-572. Each anchnr bolt
shall have a hex nut and flat washer.
l2) The pcdestal base shall have an 8 1/2" square door opening that is frec of
bucrs and sharp edges. �
13) Each pedestal base shall be supplied with a remo�able 8 1/2" square door.
The door shall 6e attached to the base by using one socket button head
screw at the top and two injection molded lugs with slots at bottom.
14} The door shall be injection molded ABS plastic that is frce of burrs and
sharp edges and shall conform to the fo]lowing minimum rcquirements:
CITY OF FORT WORTH West 7th Street lmprovemenis
STAIVDARD CONSTRUCTCON SPECiPiCATIQN DOCUNEENTS City P��oject Nu. 101555
Revised Scp�ember 01, 2020
34 4! l0 - SQ
TItAFFIC SIGTtiTALS
Page 80 of 107
ASTM Method Value
Tensile ield 1/8" D638 6,600 si
Flexural c� ield D790 11,000 si
Rockwc�l Hardness D785 101 R Scale
Not�ched Izod D256 5 ft. Eb./in.
15) The door shal] have reinforcing ribs and shall have an ecEge thickness of
25" and a minimum thickness of .156"_
16) The door shal] contain a fire retardant me�ting or exceeding Underwriters
Laboratories UL94 test H.B. and ultra-violet inhibitors and stabilizers for
protection against U.V. de�,radation.
17) The cotor of thc daor shall be gray alurninum tone. All surfaces shall be
flat and straight without blislers, buckling or war}�ing.
j. Pedestal Pol�
1) The pedestal pole sha11 be 15' in length.
2) The pedestal pole shail be extruded with the following minimum
requi rements:
a) Aluminum alloy: 6063-T6
b} 7'ensile strength, KSI: 30
c) Yield strength, KSI: 25
d) Elongation; 10%
e) Minimum wall thickness: 423T'
� Outside diameier: 4.5"
3) Thc pedestal pole shall bc threaded and de6urrcd 4° on one end only per
NPT speciitcation_
4) The pedestaL pole shall have a rough surface texture consisting of a
uniform grain pattern that is perpendicular to the axis of the pole for thc
fuil length of the pole.
5) The pedestal polc shall be free of heat discoloration, holes, ridgcs, cracks
or other surface defects,
k. �ole Reinforcing Collar
1} The reinfarcing collar shall be designed ta rcinforce a pedestal polc at the
point where thc threads enker the pcdestal base.
2) The reinforcing collar shall be three piece cast aluminum with the
followin� minimum requirements:
a) Aluminum alioy: 319
b) Tensile strength, KSI: 27
c) Yicld strength, KSI: 18
d) Elongation:2 �
e) Brinell Hardness: 70
� �inish: Alodine 1200 �
g) Minimum wall thicicness: 5/8"
h) Mini�num mounted height: 4 3/8"
3} The reinforcing collar shaII clamp around tt�c top of a pedestal base with
six (6) 5/i 6" socket head bolis.
4) Each reinforcing callar sha]] be supplied with a 5116" x 3/4" roll pin for
holding thc collar securely in placa The colIar shalI have an openir�g to be
used for c3rilling a pilot hole for the �-oll pin.
1. Anchar Balts
C[TY OI^' H'ORT WDRTH Wcst 7ch Street Improvements
STANDARD CONSTR[JCTTON SPEt;[FICAT[dN DQCUMi:NTS City Project Nca, 101555
Revised Septem6er {}], 2020
34911U-8]
TRAFFIC S[GNALS
Page 8 ] nf 107
1) A set af four (4) anchor bolts shall be furnished with Four (�}) washers and
four (4) heX nuts.
2) The anchor bolts shatl be 3/" x d8" in Yength as measured from inside of the
bend to the threaded end of the anchor bo[t.
3) The anchar bolt shalE be threaded 3/a"-1 QNC far a minimum length of 3-'/4"
inches. of thread.
4) The "L" bend shall be a minimum of 3 inches as measured from the inside
of the anchor bolt shaft to the end of the bend.
5} The anchor bolt material shall conform to ASTM A-529 Grade 50
specifications, with minimum yield strength af 50 KSI and minimum
tensile strength of 70 KSI.
6) The material shall be of domestic origin (manufacturcd in the USA).
7) The anchar bolt shall be hot dipped galvanized per ASTM A-153 their full
len�h and the threads brushed or rcthreaded to remove any excess
galvanize on the threads.
8) The material for thc hex nuts shall conform to ASTM A-563 Grade DH
specifications.
9} The nut shall be hot dipped galvanized per ASTM A-153 and rethreaded to
remove any excess galvanize on the threads.
10) The maLerial for thc washer shall conform to ASTM F-844 specifications.
� l) The washer shall be hot dippcd galvanized per ASTM A-153.
12) Ail galvanized runs, drips, icicics and bare spots shall 6c properly treated.
m. Ceii Modem for 2-way communicatians with CPR2102 or AAP22 Time
5witch �
1) Frequency Band
a) Hepta-band 850/9QO/AWS 1700/�900/2100 MHz
2) Physical
a) The cell modem shall be housed in an aluminum enclosure with a
rrzeans for mounting. A mounting brackct shall be supplied with eaeh
modern for attaching to a time switeh.
b} The ceEl modem shall not exceed 3.17" H(3.816" including
connectors) x 2.45" W x 1.16" D. The cell modem shall be
approxixnately 8.8 out�ces in weight.
3) Connectors
a) The RF antenna connector shall be a SMA female and �e marked
CELL. The scrial connector shall be a DB9 female and the power shall
be a 2.5mm zx►iniature screw-on connectar and both will be located an
same end.
b) SIM (Subscriber ldenti�cation Module) shall be a Mini SIM.
4) Cable Hamess .
a) Each cell modem sha11 be supplaed with a cable hatncss with the
appropriate connectors to conne.et the cell modem to thc time switch.
The cable harness shal! connect I2 VDC power, serial data in, serial
data out and ground from the time switch to the celi modem. The DC
pawer shall be supplied from the time switch over this cable harness.
5) Electrical
a) The cell modem shall be capable of operating on a DC power sourcc
between +7 to +32 VDC and shall be designed ta operate from -40 to
-�85 degrees C. The unit rnust be powered directly from the time
switch.
CITY OF FORT WORi'H West 7t11 5trect improvements
STANDARD CONSTRUCT[ON SPECIFICATIOIV DOCUMENTS City Project Nu. 10 i 555
Revised Scplember Ol, 2420
34 41 l0 - 82
TRAFF�C SiC,NA1,S
Page 82 af 107
b) A separate power supply module, similar to those used for calculators
and battery chargers, is not acceptable. .
6} Antenna
a) Antenna configurations rnust be providcd to insure a RSSI level
necessary for dependa6l� communications to the remote unit. The
antenna required will be determined at the time of installation by
testing the signal strength at each individual location. Any necessary
cabling and mounting hardware will be provided.
b) Ai� omni antenna and eoax cable designed for the frequency band of
the cell network shal I be suppl�ed with th� cell madem. The caax cable
shall be a minimum of 24" long with connectors necessary to connect
�e antenna to the ecll modem. The omni antenna shall have a nominal
impedance nf 50 ohms and shall ha�e a gain of 0— 2 ctB.
7) indicators .
a) The cell modcro shall have LED indicators to display the following:
(1) Power-When the cclE rraodem has �owcr applied
{2) Tr- When the cell modem is in the process of transmitting data
{3) CD- When the cell modem has acquired connection to the cell
network
{4j LS- Link Status
(5) Signal- Signal strcngth
8) SIM Card
a) Each cell modem shalt be equipped with a SIM card that is pre-
provisioned by the supplier for data through a 3G service provider.
b) The cell modem shall ha�e a slot designed far rcceiving the STM card.
The slot shall be accessible from the outside of the cell modem
enclosure and shall hold the 5IM card firmly ir� place.
9) Cell Moc�em Configuration
a) The cell modem shall have the ability to receive commands from the
cenh-al computer using stat�dard modem "AT" commands. When an
AT command is received, the modcro shall respond by sending the
appropriate response to the central computer. These comznands shall
allow the operator to determine or execute the following:
(1) Unattended daily validation
(2) Relay status �
(3} Lc�w batt�ry voltage
(4) Signa] strcngth
(5) Last download
(6) Last powcr-up
(7) Data acquisition command for AP22 or CPR2102 from the time
switck
b) Each cell modem shali ha�e a serial connector that is pre-configured to
work with Model CPR2142 and Modcl AP22 Time Switches. The pre-
configuration of the serial port shall inctude the baud rate, data bits,
stop bit, parity and #low controE.
��. Rectangular Rapid Flashing Beacon (RR�'B} Assembly
a. Cabinet
Ci�l'Y OF FORT WORTH West 7tki Street Improvemcnts
STANDARD COT�TSTRUC'rIO� SPECTFICAT[ON DOCLIMENTS City ]'rojcct No. I 0 i S55
Revised SeplernhcrDl, 2020
34 4l 10 - 83
TRAFFIC SiGNALS
Page 83 of 1 {I7
1) The cabinet shall be manufactured of 0.125" sheet aluminum. Nominal
cabinet dimensions shall be 22" H x 12.0" W x 8A" D. The cabinet shall be
a one ( l) compartment type. The cabinet shalI have screen covered louvers
on each sidc for ventilation. On the bot�om of the cabinet thcre shali be two
screened insect proof drain holes. The ca6inet shall be weather resistant,
providing a degree ofprokection from falling rain or sleet and sha1l be
undamaged by the formation of ice on the enclosure.
2} The cal�inet dooz� shall be a singie unit with a continuous piano hinge
riveted to the door and the cabinet. The hinge shalf be an A7305,
const�vcked with a 304 stainless steel hinge pin. 'Fhe door shall incorporate
a neoprene gasket which farms a snug weather tight seal when the door is
closed. The door lock shall be a standard Police lock.
3) Each cabinet shall be equipped wiYh a mounting bracket for 4.5" OD pole
mounting. All necessary hardware for proper mounting shall be inciuded.
Control Panel �
1) The systems elech'onic components including a solar charge controller,
soGd state flasher, councdown timer and racfio shall he mounted on a
modular control paneL The control panel sha11 mount in the cabinet using
stando#fs and a self-retaining, spring loaded thumb screw for quick and
casy removal. "C'he solar panel input, battery input and system load output
shall be fused for short circuit and overload proiection and to provide ease
of system maintenance.
2) The solar panel, beacons and battery shafl be connected to the control panel
through a main wiring harness via a circular pin conncctor (CPC}.
3) SoIar Charge Controller
a) The solar charge contr-oller shall be fully automatic charger using four
stages of charging for rapid, efficienC and safe battery charging. 5tage
I: Full Charge, with 100°/a of available solar energy. Stage 2: Pulse-
Width Modulation (PWM) constant voltage regulation to prevent
heating and exccssive battery gassing. Stage 3: Float Chaxge, after
battery is fu�ly recharged, reduces to a float or trickle charge with
transition dependent on battery history. Stage �F: Equalize Charge, a
boost charge that depends on elapsed time and battery history.
Flooded cells receive a vigorous equalization, sea�cd batteries a smaller
boost �o bring uneven cells into balahce and extend battery life. Gel
ceils are not equalized.
b) The sa�ar charge controller shall have a low voltage load disconnect
(LVD) of ll.4 VDC and shali automatically reconnect after LVD when
the voltage rcaches 12.6 VDC. The chargc cantroller shall havc a high
voltage disconnect {�IVD) af 153VDC. A liquid crystal display (LCD)
shall bc provided on the frant of the charge controllcr to display battery
volta�e, solar charge current, and load current. In addition, coiored
LED's will indicate charging state and battery status. The green
charging LED shall be on when charging and off when not charging.
Batte�y status LED's indicate battery state, showing a blinking green
LED during PWM charging, a solid green LED when battery is near
full charge, a solid amber LED indicating battery at middle capacity,
blinking red LED indicatin� low charge, or a solid red LED indicating
load disconnected (LVD).
CiTY QF FORT WOR7'H West 7th Stjeet [mprovements
STAIVDARD CONSTRUCT[ON SPECiFECATION DOCUMENTS City Pi�oject vo. l O1555
Revised Sc��tcmberUl, 2420
�aai tu-xa
TRAFFiC SIGNALS
Page R4 of ]07
c) A multifunction manual discor�nect push button shall be provided lo
allow disconnect of the Load or bath Load and Solar. When the button
is pushed the red Led inside the button wili Iight. In addition, the Load
of both the Load and Solar wifl display `OFF' in thc digital meter to
indicate the disconnected state_
d) The solar charge controller will be capable of operating En a
temperature range of -40 degrees C and +50 degrees G.
e) Wire terminations to the solar charge controller shall be accomplished
via Euro style tcrminations. �
fl The solar charge controller shall be Morningstar Corporation's Prostar
15 with LCD display or approved equal.
4) Solid State DC Flasher
a) The flasher shall be solid state, 2 circuit de�ice which conit-ols the wig-
wag and rapid flashing sequence of the yellow indications on cach side
and end of the RRFB.
b} The �lasher shall allow an input voltagc range of 1 1 to 25 VDC,
support a maximum power load of SOW per output and be capable of
operating in a temperature range of -40°C and +'75° C. The flasher
shall be an ELTEC FS-2B or approved cqual.
5) Countdown Timer
a) The countdown timer shall be a multi-function, multi-range, multi-
voltage electronEc timer with DPDT rclay oatput and LED status
indicator. The timer shall operate upon system acti�ation to conta-ol the
flash duration of the RRFB. The timer shall provic�e seven field
selectable ranges of timing pro�iding 0, i s to 100h activation duration.
b} The timer shall conform to the following minimum specif cations:
{1) Operating Voltage: 12VDC Naminal {10.2V — 14.4V)
{2} Max Power Consumption: 0.6W
{3) Repetition Accuracy: +�- 0.5%
(4) Operating Temp Range: -2�° C to -�-60°
(5) Relay Output Rating: 1 QA — 250V
(6} F�xing: Plug-in Base: 11-pin
6) Wireless Communications
a) The units on cach side of the road shall comrr�unicate wirelessty. No
irenching or boring is neccssary. The radio transmitter and recciver
shall use Frequency Hopping Spread S�ectrum (FHSS) technology to
ensure rcliab.le data delivcry within the unlicensed Industrial, Scientific
and MedicaI (ISM) banci.
b} The communication systcm radios shall conform to the �ollowing
minimum specifications:
{1) Operating Volta�e: lOVDC — 30VDC
{2) Operating Currcnt: Typ - �] OOmA, Max —<2QOmA at 12VDC
(3) Operating Frequency: 900 MHz
{4) RF Transmit Power: 1 Watt
(5) N�tworkIdentifcation: MAC ID Binding
(6} Antenna Impedance: SOS�
CITY OF FOR"F WOR"fH West 7th Street ImProveinents
STATtiIDARD CONSTRUC'�'ION SP[:CiFICA"1'.iON DOCi1MP,TlTS CiLy Pruject No. 141555
I2eviscd Septeniber Ol, 2020
34411U-85
TRAFFIC SlGI+lALS
Pagc RS nf 1 �7
c) The initiation of the signaE fo�� the flashers ta commence flashing will
be by pedestrian push b�itton. Activation from pedestrian shall trigger
the system countdown timer to op�rate the crossing indications for the
}�rogrammed duration. Each time a pedestrian pushes a button, the
countdown titner will reset and repeat to the preset t7ashing beacon
cycle.
d) The wireless communication system must be an ELTEC 730247-GW
or a� approved equal.
c. Solar Par►el
1} The so�ar panel shall be constructed of high efficiency, multi-crystal silicon
solar cells that are laminated within a pottant of ekhylene vinyl acetate �
(EVA) and cncapsulated between a tempered glass cover plate and a baek
sheet, The entire laminate shall be secured within an anodized aluminum
frame for stnxctural strength, ease of installation, and to protect the cells
from the most severe en�ironmental conditions. The panel shall be self-
cleaning, impact resistant, highly transmissive, tempercd glass supei�state.
Tk�e panel moduIe frame shall Ue made of extruded, polymer coated
aluminum alloy or similar approved construction. The panel module
junction box shali be a W resistant, weatherproof wire termination system
which handles # I 8 AWG -#$ AWG wiring. The typical wattage of the
solar panel shall be 40 watts. The appropriate wattage of the solar panel
shall be verified with a systcro sizing report based upon location aad
specific sysiem configuration and op�ratirzg para�neters.
2) A mounting rack for the solar panel shall 6e included with the solar panel.
The mounting rack shall nnount to a 4'/2" OD pole.
d. Battery
i) The systetn battery shall be valve regulated, rccombinant, starved
electrolyte, sealed [ead acid absorbed glass mat (AGM) 12 volt DC battery.
The battery self-discharge rate shall be 1% per month or lcss {at 68 degrees
F). The battery wil! utilize T881 terniinals. The positivc terminal will be
covered with a rubber boot to protect the baitery from accidental shorting.
The typical battery capacity shall be 55 amp-hours. The appropriate
battery size shall be veri�ed vvith a system sizing report based upon
location and specific configuration and operating parameters.
e. Rectangular Rapid Flashing Beacon (RRFB} Light Bar
1) The RRFB shall comply with FHWA Interim Approval Mernoxandum
dated .Tuly 16, 2008 and alI subsequent officiai intcrpretation letters
pravided as clarification. The RRFB shall contain 5 rectangular rapid-
flashing ycliow indications; two on each side, and onc in the end visible to
pedestrians in the cross walk. The indications facing the motorists shall bc
approximately 5" wide by 2" high, and shall be yellow indications, Whelen
S(}{l Series TIR6 50AA3ZCR, split ]ightheads teaturing a six Super-LED
panel with a clear outer lens providing wide-angle visibility and high
intensity output. The LED used on the end of tne tight bar facing the
pedestrian shall be round.
2) Indications facing the motorists shall meet SAE J595 Class 1 peak
luminous output requirements. The vendor shall submit third party
certification of SAE J595 Class 1 compliance.
C1TY OF RORT WORTH West 7th Steeet Improvements
STANDARD CONSTRUCTiOiV SPP.C[�TCATiqN UOCUMENTS City Praject No. I p! SSS
Rcvised Seplember Ol, 2020
34 41 10 - 86
TRAF'FIC S]CiNALS
Page 86 nf 107
g•
h.
3) The RRFB �lash pattern with be the VJW+S {Wig-Wag plus Simultaneous)
as approved by the FHWA on July 25, 2014. T�e beacons shatl flash at a
rate of 'IS flashes per minute.
4} The RRFB housing shall be constructed af 0. I 2S" brushed sheet
aluminum. The housing shall ba powder coated Federa] Yellow.
5) 'I'he RRFB will be assembled and wired as a unit. The unit's two piece
housing shall include a key�d quick disconnect plug between the wiring
harx�ess of each side to allow for ease of installation and maintenance. The
housing shall mount to 2-318" or 4-1/2" OD poles with integtal universal
mounting brac[�et and a U-bolt.
Night Dimming
1) Automatic night dimming may be enabled on the RRFB FS-2B flasher.
The dirr�ming function shall employ an exfernal photocell to d�tect ambient
light. The flasher sha[1 initiate the night dimming function when detccted
light conditions reach the ambient light leve] as defined by the Fedcrai
Aviation Administration (FAA).
Pole and Base
I) The pole shall be a schedule 40 spun aluminum 4" ID {4.5" OD) x 16' H.
The basc shall be an AASHTO Certified square aluminum brcakaway base,
Pelco PB-5340 or equal. A set of 4 anchor bo[ts shall be provided.. 'Fhe
anchat- bolts shall be 3/a" x] 6" and be similar to Pelcc� parC number PB-
5306. A tvvo-piece aluminum polc collar assembly with standaed stainless
steel fasteners s�al1 be provideci.
Signage
1) Two (2) W l l-2 (36" x 3b") signs shall bc provided f'or each poic location
and shall be mounted on each side of the pole just abo�c the light bar. Two
(2) W16-7p {24" x 12"} shali bc provided for each palc location. One left
pointing down ar�-ow mounted below the light �ar on one side and one right
pointing down arrow mounted below the light bar on thc other sic�e oi'the
pole. Signs shall be constxuctcd using 3M diamond gradc rcflective
fluarescent yellow-grccn sheeting.
2) $ack to back sign moun�ir�g hardware for mounting the signs on a 4,S" �D
pole shall be included.
Pcdestnan Push Button
1) �1 pedestrian push button shall be pro�ided to activate the flashing beacons.
The button shall be an ADA compliant push button with H-frame mount
incorporating a plaque on the push button rcading `PUSH BUTTON TO
TUAN ON WARNING LIGHTS'.
23. Louvered Back Plafes
a. Material
1) Atuminum or acryloniteile-butadien�-styrene (ABS).
2) Onc-piece for 3- and 4-section hcads
3) Two-piece for 5-section heads �
b. Finishes
1) Alurninum: powdcr coat
2) ABS, integrally moldcd
c. Cnlor(s}
1) Face: f[at black
2) Back: flat black
CTCY qF FOR'I' WURI'H West 7t1� Street Impravcments
STANT]ARD CONSTRUCT[ON SPCC1PiCATCON DOC:UMENTS CiLy Project Nu. IO1555
Rc�iSed SeptemberDl, 2020
34 41 l0 - 87
TRAFFIC SIGNALS
Yage 87 of 107
d. Optional reflective tape can 6e added to aluminum plates when called aut for in
the plans or approved prior to installation.
e. Sha11 b� vacuutn fortned.
f. Aluminum plates shall be fouvered.
g. ABS sheet material shall conForm to ASTM Di788.
24. Powder Coating Traffic Signal Structures
a. Powder Coating
1) After galvanizing, the sleel and aluminum products shall be blasted to an
SSPC-SP7 commercial blast.
2) Al� galvanized parts shall be pre-baked to ensure all gasses are released
from the coating surface prior io powder coating.
3) Finish with 1 coat of UMC super TGIC thersnosetting powder coating 3-5
mils (D.F.T.) and haked in accordance with powder manuFacturer's
recommendations.
4) Top coating is electrostatically applied and oven baked at 400 degrees
Fahrenheit and cured for a minimum of 10 minutes.
5) Top coat color shall be black (RAL 9017) unless otherwise selected by
the City.
b. Additional Color{s)
1} Cultural District Green
2} Downtown Bronze
3} Other calors may be approved by the City.
2.3 SOURCE QUALITY CONTROL
A. Battery back-up system
1. Thc City reserves thc right to do tesiing on BgU systems to ensure Quaiity
Assurance on unit beforc installation and random sampling of units being provided
to the City. BBU systems that fail will be taken off the City's Qualificd Products
�,ist.
2. The City testing proced�.tres will check compliance with all thc criteria of this
Specsfication Section including the following:
a. Even� logging for fault/alarm conditians.
b. Demonstrated use of 1 or more of the operating methods described in this
Specification.
c. Testing of ability to powcr a 7�OW load for 4 hours, transfer to fiash mode and
power a 300W load for 2 additional hours, at an ambient temperature of -F25
degrees Celsius.
d. Testing of all components in environmental chamber {temperature ranges from
-30 degrees Celsius to +74 degrees Celsius} foliowing NEMA TS2 2d03
standards, section 2 and Advanced Transportatian Controllcr (ATC) Standard,
Version 52b, Scction 9.
3. Each BSU shall be manufactured in accardance with a written manufacturer's
Quality Assurance program. The QA program shall include, as a minimum,
specific design and production QA procedures.
4. The Inverter manufacturer shall be ISO 9001 or ISO 9002 certif ed.
GTY OF FOR'F WORTH West 7di Street improvements
STANDARD COiJSTRUCTION SPECi�ICAT[ON DOCUMIiNTS City Project �to. ] 0 L555
ReviseJ Sepiember Ol, 2020
34A1 1�-8A
7'RAFFIC SIGNALS
Page 8R �i 107
The manufacturer, or an independent t�sting lab hired by the manufacturer, shal[
perform qualiftcation testing on BBU Systems offered to the City. Tesfing
procedures shall conform to testing procedures de�ned in the Califomia
Departrnent af Transportation's Specification far Battery Backup 5ystem, Tees
Chapter 4, dated July 7, 2009. Testing data shall be su6mittecf to the City for
review.
PART 3 - EXECUTIQN
3.1 EXAMINATION
A. Verification of Cnnditions
The Contractar sha11 verify by exploratoiy excavation, if needed, thaf existing
underground utilities are not in conflict with proposed foundations and conduit
bores.
a. AII exploratory excavations shall be in accordance with Section 33 OS 30.
3.2 PREPARATiON
A. Protcction of in-Placc Conditions
1. The Contractor shall assume futi responsibility for t�e preservatian of existing
[andscaping (sod, shrubbery, trees, and etc.), sprinkler systems, and/or other private
property at the �ite during the insiallati�n af the traffic signal. Damaged
landscaping, sprinkler systems, and/or other private prope�ty shall be replaced
within a reasonable time, by the Contractor at his own expense, to the sakisfaction
nf the Inspectar.
2. No trees or shrubbery shall be cut except upon the specific authoriry of the Inspector.
3. Removal of mai] boxes in the way of conslruction requires 48 hours advance notiee io
the post office.
3.3 INSTALLATIQN
A. Special Techniques
1. LED Vehicle and Pedestrian Signa� He�d Assemblies
a. Assembly
1) Assembie indi�idua[,siyiai sections in �nulti-section faces in accordance
with thc manufacturer's recommcndations ta form a rigid signal face.
2) Assemble and mount signal hcads as shown on the plans.
3) Clnse any opcnings in an assembled signa] hcad with a plug of Ehe same
material and color as the head.
4) Remove only the exisiing lens, reflec#or, and incandescent lamp when
instalIing a retrofit replacement LED traffic signal or pedestrian signal
lamp unit into an existing signal housing; fit the ncw unit securely in the
housing door; and connect the new housing unit to the existing eiectrical
wiring or termina] block by rrieans of'simple connectors.
b. Wiring
l) Wirc each optical unit to the terminai block located in that signal scction
by means of solderless wire connectors or binding screws and spade lugs.
2) Wire all seckions of a�nulti-section signal face to the section terminal
blocks in which khe traffic signal cable is terminated.
CTTV OF FOR"1' WORTi I West ?ttt Street Improvemcnts
STANDARI� CONSTRUCTIOiV SPEC[F[CATiON DOCUMN.NTS City Yroject No. 101555
Revi sed September ff I, 20?0
34411p-89
TRAFFIC SIGNALS
Page R9 nf 107
3) Maintain the color coding on leads from the individuat optical units
throughout the signai head, except for the traffic signal cable.
4) Use solderless vvire connectors or binding screws and spade lugs for
connections to terminal blocks. Use binding screws and spade lugs for field
wiring.
c. Signal and pedestrian heads shail be securely tightened immediately after
signal head assembly has been installed.
d. If any signal head assembly is found to be loose or asymmetricai in any
manner, the Contractor shall be required to remove and rebuild the signal head
assembly to the satisfaction of the Inspector.
e. The Contractor shall mount signal heads level and plumb.
f. Thc Contractor shall position and secure the signal heads so they are visible as
stipulated, in Section 4E.05 of the 2009 MUTCD.
g. All conncction screws shall be tight and snug.
h. All signal heads or parts of heads not in operation shall be covered with burlap
or fabric materiaf until placed into operation.
i. When the signal heads become operational, all existing heads no longer
required shall be removed imm�diately. .
j. Pcdestrian head assemblies installed such that the wiring to each head shall
pass from the mast arm. through the signal hcad bracing or attachment hardware
to the signal head.
k No exposed cable or wiring will be permitted.
L Installation of a pedestrian signal retro�t module into an existing pedestrian
signal housing shall only require the removal of the existing optical unit
componcnt, i.e., lens, lamp modu�e, gaskets, and reflector; will be weather tight
and fit securely in the housing; and shail connect directly to existing electrical
wiring.
2. Pcdestrian Pash Button Assemblies
a. Mcet the requirements ofthe TMUTCD when installing push-buttons.
b. Wire the push-button according ta manufact�u�er's installation instructions_
c. Close unused housing openings with a weather-tight closure painted ta match
the housing,
d. Verify that each button is communicating and fully functional.
e. Do not use terminal connections or splice wire leads except at approved
locations.
f. Attach wires to terminal posts with solderless terminals unless othe�rrvise
advised hy manufacturer's recommendations.
g, Attach terminals to khe wires with a ratchet-type compression crimping tool
properly sized to the wire.
k�. Mount a pedestrian push button sign near each push button as shown on the
plans.
3. Accessible Pedestrian Signals (APS)
a. If a controller unit is required by the plans, integrate the pedestrian controlier
unit into the traffc signal controller cabinet assembly.
b. Unless specified otherwise, wire the APS to the nearest tei-�ninal st�ip using
stranded No. 12 AWG XHHW wire with 600-volt insulation.
c. Do not use terminal connections or splice wire leads except in the hand holes
located in the signal pole shaft, in the signal pole base, or at locations approved
by the City.
CITY UF FORT WORTI f West ?th Street Improvenienis
STANDARD COT�TSTRUCTION SPEC[FICATiON DOCUIvf�;NTS City Prujccl No. IO1555
Revised September0l, 2020
34 4{ l0 - 90
"fRAFF[C SIGNAl,S
1'age 90 al� 107
d. Attach wires to ter�ninal posts with solderiess terminals.
e. Attach terminals to the wires wifh a ratchet-type compression crimping tool
properly sized to the wire.
f. Remo�e any burrs ar rough edges on any holes drilled For wire entry to APS
pushbuttons.
g. Ensure pushbutton siations are mounted at the proper height and orientaiion.
h. Provide a neat workmanship in the instalIation of ariy wiring harnesses, control
units, wiring panels, push button skations.
i. Fol[ow manufacturer's recommendations regarding installation and
weatherproofing. �
j. Documentation
1) Each APS shall be provided with the following documentation:
2) Complete and accurate installation wiring guide.
3) Contact name, address, and telephanc number For the representative,
manufacturer, or distributor for warranty repair.
4) If requestcd supply schematics for all electronics. One schematic diagram
shaIl 6e provided for pushhutton stations, panels, central conieol units or
conh-ol units, along with any necessary installation instructions.
4. Radar Detection Equipment and Cable
a. Manufacturing
1) The internal elecfronics of the radar detector shall utilize automation fur
surface mount assembly, and shall comply with the requirements set forth
in IPC-A-610C Class 2, Acceptabitity of Electronic Assemblies.
2) 'Che radar detector shall undergo a rigorous sequence of operational testing
to ensure product functionality and reliability. Testing shall incIude the
following:
a} Funetionaliry testing of all intcrnal sub-assemblies
b) Unit level burn-in testing of duration 48 hours or greater
c) Final unit functionality testing prior ta shipment
3) Test results and all assocfated data for the above testing shall be provided
far each purchased radar detector by serial number, upon request.
b. Configuration
1) Auto-Configuration
a) The radar dctcctor shall have a method for automatically d.efintng
traffic [anes, stop bars and aones without requiring user intervention.
This auto-canfiguration process shall execute on a processor internal to
the radar detcctor and shall not require an external PC or other
processor.
b) The auto-configuratinn process shall work under norrnai intersection
o�eration and iraffic conditions and may require up to ten vehicles to
pass through each lane to complete.
2) Manual Can%guration
a} The auto-configuration method shall not prohibit the ability of the user
to manually adjust the radar detector configuration.
b) Thc radar detector shall support the configurmg of lanes, stop bars and
detection zones in 1-ft. (0.3-m) increments_
3} Windows MobileT`� - Bascd Software
CTTY OF FOR"I' WORTFi West 7th Street Impro�ements
STANDARD CONSTRUCTION SPECIPTCATI0�1 DOCUPvIENTS City Projcct No. IOL555
Revfsed Scptember 01, 2020
s4ai �o-vt
'fRAFFIC SIGNALS
Page 91 of 1 D7
a) The radar detector shall include graphical user interface soitware that
displays ali configured lanes and the curreat traffic pattern using a
graphical traffic represenCation. .
b) The graphical interface shall operate on Windows Mobile, Windows
XP and Windows Vista in the NET framework.
' c) The software shali support the following functionality:
(1) Operate over a TCP/IP connection
(2) Give the opexator the ability ta save/back up the radar detectar
confguration to a�Ie or load/restore the radar detector
configuration from a file
(3) Allow the backed-up sensor configuratior►s to be viewed and edited
(4} Provide zone and ckaannel actuation dispiay
(5) Provide a virtual conriection option so that the software can be
uscd without connecting ta an actuat sensor
{b) I,ocal or remote sensor firmware upgradability
c. Operating Conditions
1) The radar detector shall maintain 95% accuracy of performance in ali
weather conditions, including rain, freezing rain, snow, wind, dust, fog and
changes in temperature and light, including direct light on sensor at dawn
and dusk.
2) The radar detector shall bc capable of continuous operation over an
ambieni temperature rangc of -40�F to 1652°F (-40�C to 74�C).
3) The radar detector shall be capable of continuous operation over a relative
humidity range of 5% to 95% (noncondensing).
d. Testing
1) FCC
a) Each radar detector shall he Federal Communications Commission
(FCC} certified under CFR 47, PaYt 15, section 15.249 as an intentional
radiator.
b) The FCC certification shall be displayed on an exterrzaI label on each
radar detector accarding to the rules sct foit'th by the FCC.
c) The radar detector shall camply with FCC regulations under all
specified operating conditions and over the expected life of the
detector.
2) NEMA TS2-2003 Testing
a) The radar dctector shall comply with the applicable standards statecf in
the NEMA TS2-2003 Standard. Third parry test resui�s shail be made
avaiEable for eac� of the following tests:
(1) Shock pulscs of l Og, 10 ms half sine wave
(2) Vibration af 0.5 Grms up to 30 Hz
(3) 300 V positive/negative pulses applie;d at one pulse per second at
minimum and maximum DC supply vottage
(4) Cold temperature storage at -49�F (-45°C) for 24 hours
(5) High temperature storage at I 85�F (85�C) for 24 hours
(6) Low temp, low DC supply valtage at -29.2°F {-3�4°C) and 10.8
VDC
(7} Low temp, high DC supply voltage at -29.2°F (-34�C) and 26.5
VDC
(8) High temp, high DC supply voltage at I 652°F {74°C) and 26.5
VDC �
CITY OF FORT WORTH West 7[li Street Im�rnvements
STANDARD CONSTRUCT[ON SPECIFICATION I)OCUMENTS City Pruject �Io. 10 E 555
Rwised September 01, 2020
3441 ]0-92
T[2AFFIC SIGNALS
Pagc 92 of S 07
(9) High temp, low DC supply voltage at 165.2°F (74�C) and I0.$
VDC
e. Support
1) The radar detector manufacturer shall provide both training and technical
support services.
f Documentation
I) Radar detecto�' documentation shall incEude an instructional training guide
anci a comprehensive user guide as wel! as an installer quick-reference
guide and a user quick-reference guide.
2) The radar detector mar►ufacturer shall suppfy the following documentation
and test r�sults at the time of the 6id submittal:
a) FCC CFR 47 certification (fi�equency compliance}
b) IED 6100-4-5 class 4 test report (surge)
5. Hybrid Vehicle Detection System and Cable
a. The supplier of the video detection system must supervise the installation and
testing af the video ar�d computer equipment. A factory certified representative
from the suppiier must bc on site during installation.
b. Install the detector in accordance with the manuFacturer's recornmendations in
order to achieve the dc[ection areas as shown on the D.rawings.
c. The detector mounts shall be neat and plumb.
d. Hybrid detection cables shall be instaIled in the conduit system at the same
time as thc other signal cables.
6. Vehicic Loop Detectors {Sawcut)
a. Detector ]ead-in cables shall be identifieci as shown on the Drawings (phase 1,
etc.) with permanent marking labeIs {Panduit type PLM, Thomas and Betts
type 548M standard single marker tie or equivalent) at each ground box, pole
base, and controiler.
�. Complete all Work z-elated to the installation of a particular detector loc�p, with
the exception of the layout task, in the same Worf� Day_ Insta111aops during
off-pealc traffic hours. Laop installation shali not bc made during any type of
precipitation.
c. Instailation of detector loops sEta[I be in accordance with the Drar�ings_ Lead-
in saw cuts from khe street to the pull box shall �naintain a tnaximum separation
from other Ioops of 12 inches (500 �nm) and a�ninimum separation of 6 inches
(I50 mm) frorn other lead-in saw cuts. Thc saw cut depth, as speci�ed in the
Drawin�s shall bc consistent, including the entry point into the cur6. The
maxirnum numbcr of wires placcd in a singlc saw slot shall be 4 wires. Each
lead-in shall enter the curb through a separate hole.
d. 3M Loop sealant or approv�d equivalent shall be used to seal all loop w�re
within thc roadway.
c. Detector lcad-in cables sha11 be run continuously without splices from the
curbside ground box to thc controller.
f. Ff splices must be made, they shall bc solder connccted and thc splice
conncction shal] bc insulated and waterproofed with 3M DBR-6 Direct B.ury
Splice Kits or approved equivalent.
g. Splices ak the curbside pull boxes shall be made in the sanne manner.
h. Splices m detector cables must bc pre-approved by the Inspcctor in writing.
C[T'V OF FOR"E� WOR"fH West 7th Street luipirovements
S�'ANDARD COt�fSTRUCTTp11 SPEC[FICATION DOCUM�NTS City Project Nn. 1D1555
Revised Seprember 0!, 2�2U
34 41 l0 - 93
TRAFFIC SIGNALS
Page 93 aF 1.07
i. In all cases where detector loop leac�-ins pass from pavement through a curb to
an existing ground box %r a splice point, condurt shall b� instalied from the
curb entry point up inio the ground box.
j. A minimum 1 incka diameter conduit sha11 �e provided firom thc curb entry
point to the ground box for eac� loop.
k. All loop wire from the loop in the street to the ground 6ox shall be tightly
twisted a minimum of 5 Yimes per foot {1'6 times per metet) as it is placed in
the lead-in saw cut.
9. Emergency Vehicle Preemption Equipment and Cable
a. Emergency vehicle preemption system equipment required in the Drawirtgs
will be furnished and installed by the Cantractor.
b. Where practical, emergency vehicle �reemption receiver units shall be
mount�d lo a rigid metal arm and bar�ded to the mast arm pole upright on the
intersection corner designated on the Drawings.
c. The Inspector shall determine if the z�oadway sight line permits this type of
emergency vehicle preemption installation.
d. The emergency vchicle preemption receiver units shall be mounted an the mast
arms for the intersection approaches as designated on the Drawings.
e. Use stainless steel for all external screws, nuts, and locking washers; do not use
any self-tapping screws unless approved by the Engineer or City.
f. All equipment shall be instailed and wired in a neaE and arderly manner in
conformance with the manufacturers' instructions.
g. Emergcncy Preemption Detectar Cables shall be rnstalled conkinuous with no
sp�iccs bctween the Emergency Preemption Detector and the cabinet.
h. All connections from the Emergency Preemption Phase SeEector to the cabinet
wiring shalI be made at the termination panel. The termination panel shall have
AC+ L�ghts, AC-, and a switched logic ground. Thc switched logic ground
feeds all the pre-empt inputs to the Emergency Preemption Phase Selector.
When switched off by the pre-emption disconnect switch, the traffie cantroller
shall not be affected by pre-empt calls from the optical pre-emption system. A
minimum of two test buttons shall be provided. If there are more than two pre-
empt runs, a button for each shall be installed. A chart or print out, indicating
the program steps and settings shall be provided along with the revised ca6inet
wiring diagrams.
S. Battery Back-up (BBU) System for Signal Cabinets
a. Mount the BBU systcrn as shown in thc plans.
9. Muiti-Conductor Cable
a. Cables shall be installed in conduit unless indicated as an "ovcnc�ad" cablc tun.
1} All conduits must be in accordance with Section 26 OS 33.
2) Conduit must be continuaus, reasonably dry, completely free of debris, and
without sharp projections, edges, or short bends.
b. �f required by the inspector, the Cantractor shall demonstrate that the conduii is
dry and free of debris by pulGng a swab andlor mandrel through the conduit.
The conductors shall be installed in a manner so as to �nsure against harmful
stretching of the conductors or darnage ta the insulation.
c. Installation methods shal] confarm to the recommendations af the cabie
manufacturer.
C1TY OF FORT WORTH West 7th Streefi hnprovements
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS City Pruject Na. 10 L555
Reviscd Septcmbcr Ol. 2fF24 '
34 4l l0 - 94
TRAFFIC SIGNALS
Page 94 of I 07
d. The Contractor shall furnish, at the request of the Traffic Management
Manager or designee a copy of the manufacturer's recomrr►endations, w�ich
shall include methods of attaching pull cable, pulling tension per conductor
size and per radius of conduit bend, and the type of iubricant to bc used.
e. All cables in a given conduit run shall be pulled at the same time and the
conductors shall be assembled to form 1 loop in such a manner that the pulling
tension is equakly distributed to ali the cables.
f. Long, hard �ulls will necessitate the use of pul�ing eyes.
g. Far shart runs, the eables rnay be gripped directly hy the conductors by
forming them into a�oop to which the pull wire or rape can be attached.
h. T'he insutation on each conductor shal[ be removed before the loop is formed.
i. The mcthod uscd will depend on the anticipated maximum pulling tension in
each case.
j. In existing conduit where new cables arc to replace existing cables, the existing
cables may be used to plill in the new cables.
k. At locations where ncw cablcs are to be added to existing cable runs, the
existing cables shall first bc pulled out, the new cables are to be added to the
existing cables to form 1 cable pull (no�slipping if any wires).
E. Installation and removal shall bc done in such a way as to prevent damage to
the existing and/or new cablcs.
m_ in the event of damagc, the Contractor shaI1 bear the responsibility of providing
the material and labor for repiacement of defective cables at no extra cost to the
City. -
n. All conduit runs shall be measurcd accurately and precisely for determining
cable lengths to be installed.
o. A conduit run measurernents shall take place in the presence of the Inspcctor.
p. The Inspector shall z-ccord all cabte measurements and include the distanccs on
an as-built drawing. �
q. In locations whcrc new cables are to replace existing cables, the Conttactor
may use the rernoved cables as a measuring device to determine the lengths of
thc ncw cables to be installed.
r. Howcvcr, tt�is does not relieve the Contractor of his responsibility to record
accurate measuremenis of all cable lengths.
s. Thc manufacturer's recommended maximum pulling tensians shall not be
exceeded under any circumstances.
t. If so required by the Inspectc�r, tlte Contractor shall inser.t a dynamometer in the
pull wire as the cables are being pulLed into thc conduit to demonstrate that tlie
maximurr� tensions are not being exceedec�.
u. The cable shall be fed freely off the reel it�to the conduit without making a
reverse cur�e.
v. At ihe pulling end, thc pull wire and cables shaIl be drawn from the conduit in
direct line with thc conduit. �
w. Shcavcs or other sustable deviees shall be used as requirecE to reduce any
hazards �to the cable during installation_
x. The cables shail be adequately lubricated to reduce friction and further
minimize possible damage.
i} Such lubricants shall not be the grease or oil type used on lead sheathed
cables, but shall be I of scveral commercialiy a�ailable wire pulting
compounds that are suitablc for PVC sheathed cables.
CI'I'Y OF FURT WORTH ' Wcst 7tii Street [mprovenients
51'ANDARD CONSTRUCTTON SPECiFiCATipN DOC[IMP.NTS City Project No. 10I555
Revised Sep�ember Ol, 2020 -
344] ID-95
TRAF�IC SIGNALS
Page 95 nf E 07
2) They shall consist of soap, talc, mica, or similar rriaterials and shall be
designed to have no deleterious effect on the cables being used.
y. Cables shall be neatly trained to their destinations.
z. The Contractor shall adhere to the cable manufacturer's recommended values
for the mini�num bending radii to which cables may be bent for permanent
training durin� installation_ �
l} These limits �o not apply to conduit bends, sheaves, or other curved
surfaces around which these cables may be pulled under tension while
being installed.
2} Larger radius ben�s are required for such conditions.
aa. Wire and Cable
1) Ail wire and cable shall conform to the requirements shown in the
Drawings, except wire and cable speci�catly covered by other Items of this
Cnntract.
bb. Controller Cabinct Wiring
1} Wiring for the controlle�- cabinet shall consist of cannecking { 1) signal
wires, (2) loop detector wires, (3) powcr wires, (4) ground wires, and (5}
pedestrian push button wires to their respective terminals in the cabinet.
2) In the controller cabinet, stranded signai conductors from the fieId shall be
stripped back and a solderless terminal connector {spade lug) shall be
attached by means of a crirnping tool.
3} These terminal Connectars shall be inserted under the binder head scrcw
and tightened securely.
4) Other wiring for the cantroller shall be completed as shown on the wiring
diagrams and in the �nstructions furnished with the controller by thc
. manufacCurer.
5) All field wiring in cabinets shall be neatly installcd. Incoming cables shall
be trained to their destination and neaily laced together.
a) Ail spare wires shall be tri�nmed and neatly coiled with the ends taped.
b) Detectar lead-in cables shall havc thcir insulation jackets removed
from their tez-minal strip connection to the bottom nf the cabinct.
6) Pedestrian push buttons shall have a ground wire that is completely
iso[ated and independent from all other ground wires.
a) This wire shall bc connected to the designated terminal in thc
controller cabinet.
b) A pedestrian isolation board shall be in placc.
cc. Signal Head Wiring
1) No splicing of cable shall be allowed.
2} Conductors shall run as follows:
a) An unbroken 20-conductor cable and L bare #8 shall run from thc
controller cabinet to each pole pier.
b) An unbroken 7 conductor, #14 AWG {or larger) cable shali i�xn from
the signal pole base to each 5-seciion or 4-section signal head; an
unbroken 5 conductor, #14 AWG cable to each other 3-section; an
unbroken 4 conductot�, #14 AWG cable to each pedestrian signal head.
3 conductor, #14 AWG (or larger) shall run to each pedestrian push
button or APS unit.
C[TY DF FORT WORTF[ West 7rli Street improvements
STANDART� CONSTRUCTIO%I SPECIFICAT[ON DOCUMEPYTS City 1'roject �o. f 01555
Revised ScptcinUer01, 2020
344i 1U-96
'3'RAFFIC STGNAT�S
Pagc 9� o{ l07
c) Each cable sha[I be identified as referenced on the pole wiring detail
sheet provided in the Drawings with perr�nanent marking lab��s
{Panduir type PLM standard single marker tie, Thomas and Betts type
548M or equivalcnt) at cach graund bax, pole base and controller.
dd. Luminaire Wiring
I) 2#8 cables shall run from service disconnect in parallel a�-ound the
intersection as on the Drawings.
2) Lu�ainaire wiring cannection may be made in the nearest ground box to the
traffic signal polc; such connection shall be placed in a water tight seal.
a) If more than 3 wires are splice together in the traffc signal cabinet then
a Kearney connector (or approved equi�alent) shall be used as
required.
3) Run 2#S cables from terminal panel in si�al pole to lu�ninaire.
ee. Terminals
1) The ends of all stranded wires from the confroller cabinet and fror►� the
signa.l heads shall be twrsted at least 3 turns and wire nut appEied in khe
base of the signai skructure.
ff. Identification of Signal Wires and Cables
i) IMSA color coded signal cable shall be used for all signai systems.
a) CoEors shall be continuous from the point of origin to the point of
tcrmination.
Z) Each signal cable, detector iead-in cable and communication cable shall be
designat�d with permanent marking Eabels ar(Pandui# type PLM, Tho�nas
and Betta iype 54RM standard single marker type or equivalent) and color
coded tape at each puil box and in the controller cabinet,
1Q. Pawer Lead-in Cable
a. Perform work in accordance with the details shawn on the plans.
11. Ground Conductors.
a. Perform work in accordance with the details shawn on the plans.
12. Ground Rad
a. Properly install and connect a ground rod for each controller cabinet, power
drop and signal pole pier to reduce any extraneous voltage to a safe level.
b. Thc ground rod shall be located so as to minimize the [ength af the grounding-
canductor run.
c. For pole mounted cabinets a grounding rod and grounding conductor shall be
instal[ed at the nearest foundation or ground box.
d. Aii graunding circuits shall be s�bstantzal and permanent and shall be
electrically continuous with an ohms-to-ground resistancc not to cxcccd 10
� ohms when tested by volt-ohm-meter.
e: UFER grounding shall be used for illumination poies.
f. Grounding Connectors and �lectrodes
l) When the locatian precludes driving a single gtound rod to a depth of S
feet {2.4 m), or when a multiple ground rod matrix is used to obtain the
xequired resistance to ground, ground rods shall be spaced at least 6 feet
apart and bonded by a minimum No. b AWG copper wire.
2) Connection of grounding circuits to grounding electrodes shalk be by de�ices
vvhich wil] ensure a positi�c, fai!-safe grip between the conductor and the
electrode (such as [ugs ar pressure connectors).
a) No splice joint will be pertnitted in the grounding canductor.
CTTY OF FORT W(3i2TTi Wcst 7rh Strcet improvcmentti
STA%1T)ART� COVSTRUCTTON SPP,CiFTC.ATiON DOCUMEI�ITS City Project No. 101555
Rcvised Septcinber 01, 2020
34 4l 10 - 97
TRAFFIC SiGlVA1.S
Page 97 of 107
3) Each grounding rod shail be driven into ihe ground to a depth sufficient to
provide the required resistance {lp ohms) between electrodes and ground.
13. Ground Boxes
a. Use esCablished industty and utility safety practices when installing or
removing ground boxes lo�ated near undet�ground utilities. Consult with t�e
appropriate utility company before beginning work.
b. �'abricate and instaii ground boxes in accordance with the details, dimensions,
and requiremenls shown on the plans. Instalf graund box to approved line and
grade.
c. Lube bolts, cIean out caver rim, and clean ground box inside and out prior to
final inspection.
d. Removal
1) Remove existing ground boxes and concrete a}�rans to at least 6.in. below
the conduit ievel. Uncover conduit to a sufficient distance so that 90 degree
bends can be removed and conduit reconnected. Clean the canduit in
accordance with Item 61$, "Conduit." Replace conduit within 5 f�. of the
ground box. Remove old conductors and install new conductors as shown
on the plans. Backfill area with material equal rn composition and density
to the surrounding area. Repiace surfacing material with similar material to
an equivalent condit�on.
14. Traftic Signal Structares .
a_ The Contractor shall install all traffic signal structures in accordance with the
Drawings.
1} Deviation from the Drawings because of physical obstructions, such as
overhead ntiliLies or in appropriate mast arin length to fit a relocatcd
foundaCion, shall be worked out with the Inspector and approved prior to
installation.
2) Stake the traffic signal pole locations for verificaEion by the City.
b. PoIes shall have nuts on Eop and bottom of the pole base plate.
1) Anchor bolts for rnast arm sig�al poles shall be set so that 2 are in tension
and 2 are in compression.
2) The exposed Iength of the anchor bo[t betweea thc top of the foundation
and the bottom of the leveling nut should not exceed one bolE diameter.
c. The traf�c signal pole heights and mast arm lengths shown on the Drawings
and in the materzal summary are to be used for bidding puz-poses only. ,
d. Prior to fabrication, the Contractor, in cooperation with the Inspector, shall
make field measurements to determine the actual pole height necessary to
ensure a vertical clearance of 17 feet minimum and I 9 feet maximum from the
roadway surface to the bottom of the lowest point on the signai head assembly
or mast arm �nd to determine the mast arm lengths required to mounY the f�'af�c
signal heads over the traffic lanes. �
1) The masts arms shall be straight and level in the area where the signal
heac�s arc attached. �
2) These field rr►easurements and evaluations shall be determined from the
actual field location of the pole foundations, considering aIl above and
below ground utilities and the existing rbadway el�vations and lane widths.
e. Transformer bases for pedcstal poles shall be leveled and tightly secured to the
Foundation before the structure is placed on the base.
C�"FY OF FORT WORTH Wcst 7th Street improvements
STANDARD CONSTRUCT[ON SPECIFICATTON DOCUMENTS City Praject No. IQI555
Rcvtsed 5e�rtem6er01, 2U20
3441 10-98
TRAFFiC SiGNALS
Page 48 nf l07
1) If shims are required for leveling, total shim height shall not exceed 1/2
inchea.
2). Foundation anchor bolts shall extend a minimum af 1 inch through each
nut in the base.
f. Except as modified herein, erection Qf kraf�c signal structurt•es shall be in
accordance with the applicable Specifications and standards of the AISC
Manual of Steel Construction.
1} Erecting equipment shall.be suitable far the Work and shall be in proper
working condition.
2} Where parts cannot be assembled or fitted properly as a result of errors in
fabricatian or deforcnation due ta handling or tran�portation shall be
reportcd imtnediately to the Inspector.
3) Straightening of plates and angles or other shapes shall be done by
approval of the manufacturer. .
4) No corrections will be allowed that wili void the manufacturer's warranty.
5) A letter from the manufacturer approving the coi�rections shall be requ�red
or the material may bc rejected by the Inspector.
g. Use established industry and utility safety practices when warking near
underground or overhead utilities. Consult with the appropriate utility
company before beginning such work.
h_ Erect structures aftcr foundation concrete has attained its dcsign strength.
i. The steel structure framc shal[ be lifted as shown in the manufacturcr's
specifications and all match marking shali be followed.
1) Temporary bxacing shall bc used wherever necessary to support all loads to
which the sktucture may be subjected, including equipment, operatian, and
material luading.
2) 5uch bracing s�all be left in place as long as may be rcquired �or safety.
3) The various members, after being assecnbled, shali be aligned and adjusted
accurately bcforc being fastened.
4) Fastening of spliccs on compression members shall be donc after the
abutting surfaces have been brought completcly into contact.
5) No welding or bolting shall he done until thc structures have been properly
aligned.
j. Bearing surfaces and surfaces which wii] be in permancnt contact with each
other shall be cleaned before the mcmbcrs are assembled.
1} Bearing plates shall be set in exact position and shall have a full and evcn
bearing upon the concrete.
2) As erection progresses, the Work shall be boited ta take care of a!I dead
load, wind and erection stresses.
3} Al] erection bolts uscd in welded constructian may be tightcned securely
and left in place.
4} If removed, the holes shall be filled with plug welds.
k. Ficld bolting shall be in accordance with khe requiremer�ts specified for shop
fabrication. � �
1) Untrue holes shall be corrected by reaming.
2) Where the surface of a bolted part has a slope of more than l:20, a be�eled
washer shall be used to compensakc for the lack of parallelism.
3) Bolt heads and nuts shat! bc drawn tight against the Warlc with a suitable
wrench not less than ] 5 inchcs long.
4) Bolt heads shall be tapped with a hammer while the nut is bein� tightened.
C.TTY OF FOR`I' WORTH West 7th Su�eet Improvements
STAIdDARD CONSTRUCTION SPEC[FICATiON DOCUMP.NTS City ProjccL Nu. I O155S
Revised Septeinber Ol, 2020
34 4l l (1 - 99
TRAFFIC SIGIVAIS
Page 99 of 107
1. Field Painting of Structures
1) Surfaces where the shop coat of paint has been damaged shall be retouched
a�ter installation.
a) The c[eanir�g, pretteatment, and priming of welds and the areas
adj acent thereto shall be done promptly after the acceptance oF the
weld. •
b} Care shall be taken to properly mask signals heads, signs, pedestrian
pushbuttans and their mounting hardware to keep paint from splask►ing
onto these eomponents.
c) Masking shalt be removed after completion of the painting process.
d} A sufficient number of paint coatings shall be applied to each structure
to result in a uniform finish once completed.
e} All structures shall be air blasted using high pressure air to remove
pecicd paint and dust prior to applicatic�n nf new paint.
m. Bolted parts shali tit solid�y together when assembled and shall not be
separated by gaskets or any other interposed compressible material.
1) When assembled, atl joint surfaces, including those adjacent to the bolt
k�eads, nuts, or washers, shall be free of scale, except tight mill scale, and
shall also be frec of burrs, dirt, and other foreign material that would
prevent solid seating of the parts.
2) Each fastener shall be tightcned ta at least the minimum bolt tension as
recommended by ehe pole manufacturer using ASTM A325 or A490 bolts
far the size of fastener used.
3) Threaded bolts shall be tightcned with properly calibratcd wrenches ar by
the "turn-of-nut" method.
4) Bolts may be installed without hatdened washers when tightening takes
p�ace by the "tzu-n-of bolt" method. Any bolt tightened by the calibrated
wrench method (or 6y torque control) shall have a hardened washer under
the element (nut or bolt head) turned in to a point not cIoser than 7/8 of the
bolt diameter from the center oithe washer.
n. Grouting
1) The Contractor shali perform all Work required to complete the grout work
associated with installing the sigt�al structure and furnish all supplementary
items necessary far its proper instailation.
o. Where signal polcs and/oa� mast arms exist on raised foundations that are to be
removed and installed on new founda�ions, the Contz�actor shall storc these
poles, mast arms, street lights, and wiring until they can be installed on their
new foundations.
p. Vibration dampers
1) Dampers shall be installed using Astro Sign Brac or Sign�x Aluminum
Channel or approved equivalcnt.
q. Signs
i) T�e Contractor shall furnish, install and relocate existing signs as shown in
the Drawings.
2) Mast-arm signs shall be mounted with Astro-sign Brac or Signfix
aluminum channel or equivalent as approved by the Engineer.
3) Metro street name signs shall be mounted level with the ground as shown
on the City's Standard Details.
1S. Foundations
CTTY OF FOR'I� WORTH West 7th Strcct ir��provements
STANDARD CONSTRUCTiON SPEC[FICATION DOCUMENTS Ciry Project Nu. 101555
Rcvised SeplemherOl, 2Q20
344110-]00
TRAFFiC SIGNALS
Pagc 3(30 uf I a7
a. Al� foundations shall be staked by the Contractor and approved by the
Inspector prior to excavation.
l) While staking Che pale locations, the Contractor, along with the Ins}�ector,
shall be cognizant of pedestrian needs by verifying the locatian of the �ush
buttons and the pedestrian h.eads.
b. Concrete foundations for signal structures shal! be located so that the closest
face is a minimum of 3 feet from the face of the nearest vertical curb.
1) Before excavating foundations probe to determine the location of utilities
and sfructures.
2) Foundations shal l be paid for once, however, payment for additional work
due to unforeseen conditions will be negotiated based on number of labor
hours and matcrials used.
3} Furnish all supplementayy items necessazy for proper founciation
insta�lation.
c. Excavation for all foundations shall be done in accordance with lines and
depths ir�dicated on the Drawin.gs.
1) AI� [oose material shall be removed frorn the excavation before concrctc is
placed.
2) Any water shall be rcmoved by pumpin� or bailing.
3) The use of explosives will not be permitted.
d_ Fc�undations shal[ be constructed to ihc dirriensions shown on the Drawings.
1) The Contractor is rcquired to make certain that the top oF the finished
Foundation is le�el and formed.
2) Anchor bolts and conduits shall be held rigidly in place by a template untii
the concrete is set.
e. A rnechanical vihrator shall be used for coenpacting and working the concrete.
Aftcr Che concrete has been .placed and the top struck off, it shall he ca�ered
with wet cokton or burlap mats or other appropriate farm of curing, for not less
than 96 hours.
f. All bracing and templates for anchor boIts shall remain in piace for 96 hours
after the concretc is poured_
1} During that titzxe, the anchor bolts and conduit shall nat be subjccted to any
applied strain.
g. Backiait shall 6e tamped with mechat�ical tamps in 6 inches layers to the
density of thc surraunding gt�ound.
1} Where excavation is madc in the roadway shoulder, the shoulder shall be
replaced with material equivalent to the original composition..
h. All excavated inaterial, not required for backfill, shali be promptly remaved
and disposcd of by the Contractor, outside the lirnits of the Projcct.
1) Thc Work 5ite shall be kept clean anci neat at all tirncs.
i. No concrete shatl be placed when the atmospheric tennperature drops below 40
de�rccs Fahrenheit (temperature reading ta�en in the shadc away from artificial
heat} unless permission to do so is given by the inspector.
]) Refer to 5ection 03 30 00.
j. The City shall supply to the Cantractar the controller cabinet anchor bolts and
specific cabinet templates, when the City furnishes ti�e controller cabinet.
k. 'I'he cabinet door shall open to the north, Control�er face plate shall also face
narth. Fic1d terminations sf�all �e done on the south side of the cabinet.
l. Pole anchor bolts shall be aligned to be parallel to the tangent oPthe street curb
that the pole is intend�d to serve.
C[TY OF FORT WURTH West 7th Street Cuiprovemer�ts
STANT]ART) COI�iSTRUCTTQN 5Pi;CTFlCATION DOCiJM�NTS City Projeot No. ] Q I 555
Revised Scpteiuher Ol. 2020
34 4l i{l - l01
TRAFFTC SiGNALS
Page E01 of 107
m. Tubing used to form pole faundations shall not be visible and alI exposed
concrete sha[! be finished with vinyl concrete patch mix to provid� a smooth
quality fnish with all voids filled and no aggregate exposed.
n. The cost of the Work shall be included in the unit bid price for this item.
16. Hardware Signa� Pole Paint
�. Requirements for polcs and railings
1} Cleaning
a) The entire surface shall be cleaned free of dirt, grime and oils before
applying the primer coat.
b) Use vinegar wash apptied rx+ith a sponge or cloth over the entire
surface.
2) Sanding
a) Spoi sanding may be required in order to remove flaking paint and ta
provide a smooth surface_
3} Priming
a} Primer coat shall be applied with a brush or roller.
b) The entire surface shall be covered, even over existing painted or
galvanized surfaces.
c) Spraying is not permissible.
4) Finish coat
a) �'inish coat shall be applied with a brush or roller.
b) The entire surface shall be covercd, even over existing painted or
�alvanized surfaces.
c) Spraying is not permissible.
5) Parki�ng meter housings, luminaire heads, signal heads, photo control eyes,
pedestrian push buttons and sign faces shall be protected for paint splash.
6) Controller cabinets and circuit boxes mounted to po�es shall bc painted to
match the color of the pole.
7) The ambient temperature shall be 40 degrees Fahrenheit and rising and dry
conditians.
b. Requirements far traffic signal heads
I) Traf�c signal heads should be cleaned by wiping it with a damp sponge oK
rag to rcmove all the dust and dirt.
2) Lens and back plate should be masked off.
3) The outside oF the traffic signal head should be painked traffic yel�ow (RA.L
1023) and the inside o�the lens visors should be painted flat black.
4) The outside of pedesfrian signal head should be painted traffic yellow
(RAL 1023).
5} The ambient temperature shal! be 40 degrees Fa�renheit and rising and dry
conditions.
17. Segnal Controller
a. Eaeh controller cabinet shall be modified far usc at a specific intersection in
accordance with thc instructions included in the Drawings.
. 1) Each cabinet shal� be prepared and tested for on-the-street use
b. Connect all field wiiings to the controxler-cabinet assembly.
1) The City wiII assist in determining how the detector loop lead-in cables are
to be connected in the cabinet.
2) The City will program the con[roller, the conflict monitor, detector units,
and other equipment in the controlier cabinet and tum on the traffic signals.
CI7'Y OF FOR"f WORTF[ West 7th Street I�nprovemenis
STANDARD CON5TRUCTION SPECIFICATIO[�( DOCUiv1ENTS City Project Nu. 101555
Rev[sed September Ol, 20?0
34411U-1�2
TRAFFIC S[GNALS
Yage 102 nf 3D7
c. All wiring modi�cations made in conjunction with preparing the cabinet %r
use at a speci fic intersection shall be documented on the cabinet prints fae that
intersection.
I$. Roadside Flashing Beacnn Assembly
a. Installation
1) Install in locatians as shawn in Drawings.
2) Stake the pole location for approval by City or Engincer.
3) Install pole, breakaway base, connectors, wiring, signal beacons, sign and
foundation as shown on ihe Drawings ar as cfirected.
4) Install the flash�r control assembly an the electrical ser�ice pole.
5) Install watertight hreakaway electrical fuse holders in all line and neutral
conductors at breakaway base.
6} Use established industry and utility safety practices to erect asscmblies •
near overhead or underground ufilities.
7) Consult with the appropriate �tility company prior to beginning such work.
b. Relocation
1) Dis.connect and isolate the cicctrical power supply prior to rernoval of the
assemb�y.
2) Remove existing asscmbly as directed.
3) Unless otherwise directed, salvage existing companents such as sign,
beacons, pole, and base.
4} Repair or replace lost or darriagcd components as directed.
5} Aelocate existing asscmbly to the location shown on the plans or as
directed.
6) Install existing assembly at new foundations.
7) Remove existing foundations.
8) Accept ownershfp of unsalva�eable materials and dispose of in accordance
with fec�eral, state, and local regulations.
c. Removal
1) Disconnect and isolate existing electrical power supplies prior to removal
of the asseznbly. -
2) Remo�e existing sign panel, beacons, pole, and base from existing
assembly.
3) Store itcrns to be reused or salvaged without damaging.
4) Store sign paneis above the ground in a vertical position at [ocatians shown
on the plans or as directed.
5) Accept ownership of unsal�ageabfe Ynatcrials and dispose of in accordance
with federal, state, ar�d local rcgulations.
6} Unless otherwise shown on thc plans, remove abandoned foundations,
includi�g steel, to 2 ft. below the finished grade.
7) Backfill with material equal in cornposition and density to the surrounding
area, and replace any surfacing, such as asphalt pavement or concrete
riprap, with like material to equivaient condition.
19. School Zone Flasher Assernbly
a. Installation
1) Instal[ in locations as shown in Drawings.
2) Stake thc polc location for appraval by City or Engineer.
3) install pole, breakaway base, conncetars, wiring, signal beacons, controller,
modem, sign and foundation as shown on the Drawings or as directed.
C€TY OF FORT WOR1'H West 7ti� St��eet Improvements
STANDAHi� CONSTRUCTION SPEC[FTCAT[ON 170CUMis1VTS City Project No. 1Ut555
Revised Scpccm6er Ol, 202D
3aq110-103
TRAFFIC SIGNALS
Page 103 aF 107
4) Install water�ight breakaway eiectrical fuse ho[ders in all line and neutral
conductaz-s at 6reakaway base.
5) Use established industry and utility safety practices to erect assemblies
near overhead or underground utiIities.
6) Consult with the a�propriate utility company prior to beginning such work.
h. ReIocation
1) Disconnect and isolate the electrical power supply prior to temovaI of the
assembIy.
2} Remove existing assembly as directed. .
3} Unless otherwise directed, salvage existing components such as sign,
beacons, pole, and base.
4) Repair or replace iost or damaged components as directed.
5) Relocate existing assembly to the location shown on the plans or as
dirccted.
6) Instail existing assembly at new foundations. �
7) Remove existing foundations.
8) Accept owners�ip of unsalvageabde materials and dispose of in accardance
with federal, state, and loeal regulations.
c. Removal .
1) Disconnect and isolate existing electrical power supplies prior to removal
of the assembly.
2) Remove existing sign panel, beaconS, pole, ancf base from existing
� assembly.
3) Store items to be reused or salvaged without damaging.
4} Store sign panels abor+e the grotlnd in a vcreical position at locatrons shovan
on the plans or as directed.
5) Accept ownership of unsalvageable materials and dispose of in accardauce
with federal, state, and local regulations_
6) Unless otherwise shown on the plans, remove abandoned foundations,
incIuding steel, to 2 ft. below the finished grade.
7) Back�Il with rnaterial equal in coznposition and densiry to the suz-rounding
area, and replace any surfacing, such as asphalt pavement or concrete
riprap, with like material ta equivalent condztion.
20. Rectangular Rapid Flashing Beacon (RRF'B) Assem6ly
a. Instaffation
1) Tnstall in locatlons as shown in Drawings.
2) Stakc thc polc location for approval by City or Enginccr.
3) Install poie, breakaway base, connectors, wiring, con�rol panel, solar pane�,
battery, light bar, signage, pedestrian push button, and foundation as shown
on the Drawings or as direcied.
4) Install watertight breakaway electrical fuse holders in all line and ne�tral
conductors at breakaway basc.
5) Use established industry anc� utility safety practices to erect assemblies
ncar overhead or underground uiilities.
b. Relocation
1} Disconnect and isolate the solar panels prior to removal of the assembly.
2) Rexr�ove existing assembly as directed.
3) Unless othei�vvise directed, salvage existing camponents such as sign, light
bar, solar panel, pole, and base.
CITY OF FO[iT WORTH West 7t1� Su�ee[ Improvements
STANDARB COlVSTRUCTION 5PfiCIF[CATION DOCUMENTS City Prujcct No. i 01555
Revlsed Seplember0l, 2020
34 4l l 0- L 04
T[tAFFTC STGNALS
Page k04 of 107
4} Repair or replace lost or darriaged components as directed.
5} Relocate existing assembly ko the location shown on the plans or as
directed.
6) Install existing assemb[y at new fc�undations.
7) Remove existir�g foundations.
8) Accept ownership of unsalvagea6le makerials and dispose of in accordance
with federal, state, and local regulations.
c. Rezxioval
1) Diseonnect and isolate solar panel prior to remo�al of thc asscmbly.
2) Remove existing sign panel, light bar, solar panel, po.le, and base feom
existing assernbly_
3) Store items to he reused ar salvaged without damaging.
4) Store sign panels above the ground in a vertical position at locations shown
on the plans ar as directed.
5) Accept ownershi� ofunsalvagcablc materials and dispose of in accordance
with federal, state, and local regulations.
6) Unless otherwise shown on tlie pians, remove abandoned foundations,
ineluding steel, [0 2 ft. below the finished grade.
7) Backfi�l with material equal in camposition and density to the surrounding
area, and replacc any surfacing, such as asphalt pavement or concrete
riprap, with fike material to equivalent condition.
2l. Powder Coating Traf�ic Signal Structures
a. All gal�anized cxlcrior surfaces shall be coated with a Urethane or Triglycidyl
isocyanurate (TGIC) Polycster Powder to a minimum filrn thiclrness of 2.0 .
mils (0_002")_
b. Prior to applieation, the surfaces to be powder coated shall be mechanically
etched by brush blasting (Rcf. SSPC-SP7) and the zinc coated substrate
prchcatcd to 450 degrees for a minimum of one houx in a gas fircd eonvcction
ovcn. .
c. 'E'he coating shall be electrostaticaEly applied and cured in a gas fired
convection oven by heating the zinc coated substrate to a rninimum of 350
degrccs Fahrcnheit and a maximum of 400 degrees Fahrenheit.
d. The thermosetting powder resin shall provide both intercoat as well as substrate
fusion adhesion that meets 5A or SS classiiications of ASTM D3359.
3.4 RIELD QUALITY CONTROL
A. Field Tests and Inspections
1. Initial testing of all mate�ials, construction items, or products incorporated in the
Work will be performed at the direction of the Ciry.
a. Emban[�ment constx-uction shall conform to 31 24 00.
b. All backfill of structures shall conform to 33 05 10.
c. Exca�ation shall conform to 31 23 16.
2. The failurc to rcquirc [csts af rnaterials by the Inspector shall in no way relieves thc
Contractor of his responsibility of furnishing materials conforming to these
Specifications.
3. Tests, unless othenvise specified, shal] be madc in accordance vvith the latest methods
of the ASTM or other approved test methods.
CiTY OF FORT WORTH Wcst 2th Street t�nprovements
STANDARD CQN$TRUCTTON 5PGC1PiCAT1pN T]OCUIvTF..NTS City Projeci ido. l O1555
RevFsed Seplemher 01, 2020 � �
3441 10- l05
TRAFF�C SIGNALS
Page 105 of IU7
a. The Contractor shaEl provide such facilities, as the lnspector may require, for
the collecting and forwarding of samples and shall not use the materials
represented hy the samples until tests have been made.
b. The Contractor shall furnish adequate samples without charge.
4. Vehicle detector loops
a. Prior to tcrmination of the loop lead-in in the controller cabinet an installation
test shall bc made by applying not less than 500 volts DC to the completed
detector loop.
1) A minimum resistance of 1 megohm shall be obtained by use of a meter.
b. After the above tests at�e completed and tk�e lead-in cable has been tenninated in
the cabinet, the Contractor shall assist the Inspector in determining the loop
inductance of each loop detector.
1) A detector loop analyzer shall be used to determine the total inductance of
the ]oop in the pavernent and its associated lead-in cable as well as to
determine the percentage shift in loop inductance for various size vehicles
thar actuate the detector.
5. Signal cablcs �
a. The Traffic Management Manager or designee may require that a11 cables shal l
be checked for insulation resistance upon installation and pri�r to termination.
The tests shall be made with a test set operating at a minimum of S00 volts DC
applied to the conductors.
b. Each conductor in the mutti-conductor signal cab[es shali be tested for insuIation
resistance relative to each ather and to the outer covering of the cable_ The
minimum acceptance value for insulatioa resistance shall be 1 megohm_
6. Controller cabinet �
a. If the controller cabinet is to be supplied by the Contracto�• for this Project, the
� cabinet shall be tested at a facility locatcd within the Dallas/Fort Worth area.
b. The Contractor sh�all notify the Inspeckor or his representative a minimwn of 3
Working Days prior to beginning ihe test period of his intcnt to test a cabinet or
group of ca6inets.
c_ At this point, the City may schedule an inspection team and notify the Contractor
of the earlicst date and time the team can visit.
d. Each cabinet shall be tested with a controller unit for a minimum of 24 continuous
hours.
1) The cabinet test wilI include conflict monitor functions, detector unit
function and load switch operation for conformance with cabinet hardware
specifications, etc.
2) The cabineE must successfully pass all items otherwisc the test is restarCed
for another 24 hour perzod.
B. Non-Conforming Work
1. In the event that a nnaterial, construction item, product incorparated in the Work,
embanktnent, backfill, excavation or any other item tested, fails to saCasfy the
minimum requirements of the initfal test described above, appropriate prove-out tcsts
shall be made as directed by the inspector to determine the extent of the failure and to
verify that cor�•ective measures have broughE the Itctn up to Speci%ca�ion
requirexnents.
C1TY OF FORT WORTH West 7th Street Improvemenls
STANDARD CONSTRUCTlON SP�CIl�1CATION TJOCUTv1ET�ITS Ciry Pruject No. 10i555
i�CV1EC� SCptgmber 6f, 2U20
3aai io-�os
TRAFFTC SIGNALS
Page i0G of 107
a. The cost of all testing necessary ta determine the extent of the failure and the
adequacy of the co�-rect�ve measures shali he the responsibiliry of the
Contractor.
3.5 SYST�M STARTUP
A. The Contractor shall coordinate witFa the Inspector to have a quaEiited technician on the
Site when the traffic signal is placed into operatian.
B. During the 3� day test period, the cantractor shall be responsible for any trauble calls and
sha[1 make all necessary action to repair the problem. The City wiil be responsible for
traffic signal timing operation only.
C. The Contarractar sha11 provide a Iocal telaphone number {not subject to frequent changes)
where trouble calls are to be received on a 24-hour basis.
D. The Contractor's response time to reported calls shall be within a reasonable lravel time,
but not more than 2 hours maximum.
E. Appropriate repairs shall be made within reasonable time.
1. If, after further diagr�osing the problem, the qualircd technician determines the
}�roblem is in the equip�neni supplied by others, the Contrackor shall notify the
Inspector.
F. 34 days test period will restart after completing each signa[ failure due to workmanship
G. No extra compcnsation will be allowed for fulfilling the requiremer�ts statcd above.
3.6 CLQSEOUT ACTNITIES
A. Priar io final acceptance by thc City, the Contractor is responsible for remo�al,
replacement and reinstailation of any damaged rnaterial at thc Contractor's expense.
B. Whenever the Work �rovided for and contemplated under the Contract has been found by
the Inspector to be completed to his / her sat�sfactinn on any individual si�malized
intersection, or interconnected system of signaIized intersections, as shown ir� the
Drawings, final cleaning up of said signalized intersection has bccn performed and the
traffic signal equipment supplied by the or has operated continuously For a minimum of 30
days in a satisfactory manner, the Contractor will be releas�d from further maintenance on
that particular iniersection.
l. Such partial acceptance will bc made in writing and shall in no way void or a[ter
any terms af the Contract.
2. If equipment fails, a new 30-day test period will start when the equipment has been�
repaired or rep[aced.
3.7 PRQTECT�ON
A. Pre�ent any property damagc to property owner's poles, fences, landscaping,
maalboxes, etc., and repair any damages.
B. Provide access to all driveways during constxuction.
C_ Protect all undergound and overhead uiilities, incluciing sprir�kler systenns, and repair any
damages.
CC'1'Y OF FORT WORTH West 7tf� Street Intprovcmcnts
S'CANDAR� CO%TSTRUCTIOT�I SPEC[E'ICATION DOCi1MENTS Ciry 1'raject No. I U I555
Revised Seple3nber O1, 21120
3441 lU- IU7
TRAFFIC 5]G[JAl.S
Page l Q7 of I 07
3.S MAINTENANCE
A. While performing Work under this Contract, the Contractor bea.rs the so�e risk of loss
for damages to ar destruction of any traffic signal equipment or appurtenances, on
equipment that was not to be rcplaced or installed under tk�zs Contraci, but which was
damaged or destroyed thrnu�h the fault or ncgligent acts of the Conkractor.
B. The Contractor shalL replace such damaged or deslroyed equi�ment, etc., at na cost to
the City, regardless of whetner or not the damaged or destroyed equipment, etc., was a
part of this Contract or any wa��ranties unde�� this Contract.
C. The Cantractor's respansibility shall cease under this paragraph upon written
acceptance of an interscction by the City.
D. The Contractor's responsibility for irull operation and maintenance of all traffic signal
equipment sha�l begin when he slarts any type of Wark which effects acti�e intersection
cont��ol at the first intersection and shall extend through thc period of final Proj ect
acceptance of each intersection.
E. This maintenance responsibility includes existing controllers/masters, existing
interconnect and cab�ing systcros, cxisting signa! indications, existing vehic�e detectors,
new controllers/masters, new signal hardware, new cahling systems, and other hardware
eEemcnts which are considered part of either the existing or the new h�affic signal system.
F. It is recognized that the City may continue to make a first response to any trouble ca11.
Action on such response will, however, be limited to placing the intersection on flash,
replacing load switches or detector amplifiers, crceting tempor•ary cantrol devices,
rcquesting immediate traffic conteol hy uniformed police officer, or other such ac�ion
deemed ncccssary to provide a safe operation.
1. Such action will in no way relieve the Contractor af his operation and maintenance
responsibility,
G. The Contractor shall be required to notify the Inspector or Ti•affic Management Division at
least 24 hours in advance of any planned controlled change-outs or any other operational
procedures.
H. Battery Back-up System
1. The BBU shali provide voltnr�eier standa��d probe in�ut jacks {+) ar�d (-) to read the
exact battery voltage drop at the inverter input.
2. The BBS shall be equipped with both Input and Output AC circuit breakers, and
with eithec a DC circuit breaker or fused battery harness.
3. All components, term�nations, terminal blocks, relays, etc. shal� be fuI�y accessible.
END OF SECTION
Revisic�n Log
DAT� NAME SUMMARY OF CHANGE
I 1/19/2015 S. Arnold arious revisions and additions
CITY OF FORT WOR'I'H Wcst 7th Street Improvements
STANDARD CO�iSTRUCTION SPIiCIFICATION DOCUIVIENTS City 1'roject No. IQ1555
Revised Sepeember Ol, 2020
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�p�cification for a Modular �IVrulti or Single Camera) l/ideo
�eieciion Syst�m
1. General
This spetifitatian sets forth the minimum requirements far a system that detects vehicles on a
roadway using anly video images of vehicle, bicycle, and pedestrian traffic. �
1.1 System Hardware
The video detection system (VDS) shalf consist of up to four videa cameras, up to two videa
de#ection processors (VDPj capabfe of processing up to two �ideo sources each, one Central
Control Unit {CCU), (either a 19" rack or sheff-mount form factor), input/output extension
modules, vEdeo surge suppressors and a pointing de�ice, or any combination thereof.
The VDS wi�l be deployed at locafions where site conditions and roadway geome�ry �ary. The VDS
system may also be deployed at locations wh�re existing cabinets or equipmertt exist. Existing
site configurations will dictate the availability of cabinet space and VDS usage. '
1.2 System 5oftware
The system shall indude software that distriminatefy detects the presence ofi individual vehicles
and bicycles in a single or m�ltiple lanes using only the �ideo image. Detection zones shall be
defined using only an embedded software applicatiQn. A monitor, a keyboard and a pointing
de�ice are used to place the zones on a �ideo image. A minimum af 32 detection zones per camera
view shall be a�ailabfe. A separate computer shall not be required to program the detection zones.
In addition to ereating vehicle and bicycle zones, the system shali automatically define a
pedestrian crossing area in front of #he stop bar zones. The system shall pro�ide a tracking
methanism that taunts pedestrian �olume moving wiihin this crossing area, and also determine
the average, maximum, and minimum speed of pedestrians moving within this crossing zone. The
systern shall also prov�de discr�te outputs when pedestrians are in the crosswalk during normai
crossing phases and when a red phase input has been deteeted. The system shall also pro�ide a
visual indication on the �ideo image that a pedest.rian is in the crosswalk.
1..3 The VD5 shall be made in the U.S.A. in compl'rance with FTA `Buy America" regulations.
2. l�DS Ha��1e�+are
2.1 Video Detection Processor (VDP) System Interfaces
The VDP shafl be a single-rack detector card width, and pro�ide pro�ision for up to two sensors
per VDP. It may be possible for the VDPs tn be embedded in fhe shelf-mount CCU to provide a
West 7th Strect Improvemencs
City Project No. l O1555
VantaqelVext�Speri�cation - 1- document No. 4Q20005, IiEV:D (6/27/18) ,
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singfe ca6inet interface. The following interfaces shall be pro�ided on each �ideo detection
processor: �
2.�..1 Video lnput
Each VDP will 6e supplied with video fram the VDS Camera Sensor �ia Etherr�et cables plugged
inta the front of the Central Control Unit. The interface connectors shall be RJ-45 type.
2.1.2 Video Lnck LED
A LED indicator shaEl be pro�ided to indicate. the presence of the video signal. The LE� shall
illuminate upon �alid videa synchronization and turn off when the presence of a �alid video signal
is remo�ed.
2.7..3 Contact Clasure Dut�ut
Open coflector (contact closure) outputs shall be provided. Four {4J open collector autputs shall
be pro�ided far the Video Detection Processor rack-mount configuration. Additionalfy, the VDS
shall al�ow the use af extensian mvdules to pro�ide up to 32 open collectar contact closures per
camera input. Each open collectar output shall be capable of sinking 30mA at 24VDC. Open
mllector outputs will be used for �ehicle deteCtian indi�ators as well as discrete outputs for alarm
conditions. The VbP autputs shall be compatible with industry standard detector racks
assignments.
2.1.4 Logic inputs
Logic inputs such as delay/extend or delay inhibit shal! be supported tf�rough the appropriate
detectar rack connector pin or front panel connectar in the case of the I/O module. For VDPs and
extension modules, 4 inputs shall be supported via detector rack interface. The I/Q module shall
accommodate eight (8) inputs through a 15-pin "D" connector.
z.1.5 [7etection LEDs
Detection status LEDs shall be provided an the frant panel. The LE�s shall illuminate when a
contact c[osure output occurs. Rack-mounted �ideo processors shaEl ha�e a rr�inirrmum of four (4j
LEDs. Rack-mounted extension modules shall ha�e two �2}, f.our (4j or eight (8j LEDs (depending
upon extension module type) to indicate detection. �
2.1.6 Test Switches
The front panel of the VDP sha{I have detector test switches to allow the user to manuaily place
vehicle and bicycle cafls on �ach VbP output channel. The test switch shall be able to place a
momentary call.
2.2 Both the VDP artd EM shall be specifically designed to mount in a standard detector rack, using
the edge connectar ta ab#ain power, provide contact closure outputs and accept logic inputs (e.g.
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City ProjectNn. i01555
VantageNext� Sperifiration - 2- Dacument No. 402QQQ5, REV.D {6/�7/18)
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delay/extendj. No adapters shall b� required to mount the Vf]P or EM in a standard detector rack
and no rack rewiring shall nat be required.
2.3 VDP printed circuit boards (PCBs) shalf be conformally coated in accordance with Caltrans and
NEMA specifications.
2.4 On-board Memory
The VDP shall utilize non-�olatile mernory technology to store on-board firmware and operational
data.
2.5 Firmware Upgrade
The CCU shall enable the loading af madified or enhanced software through either the Ethernet
or frant-panel USB port (using a USB thumb drivej and without removing or modifying the CCU
hardware. The upgrade will affect botf� the CCU and VDP hardware when connected into a single
system.
2.6 VDP and EM Power
The VDP and EM shall be powered by 12 or �4 voI#s bC. VDP and EM modules shall automatically
compensate for either 12 ar 24 V�C operation. VDP power consumption shall not exceed 7.5
watts. The EM power consumption shall not exceed 3 watts.
2.7 Operating Temperature
The VDS shall operate satisfactorily in a temperature range from -30° �#o +165� F(-34" C to +74°
C} and a humidity range from fl%RH io 9S%RH, non-condensing as set forth in EVEMA
specifications.
3. 1��5 CGIJ
The VDS Centrai Control Unit (CCU) shall be supplied by the VDS rnanufacturer.
3.Z Hardware
The CCU shall be supplied in three separate forrri factors. Users may choose one farm factor for
use within their controller cabinet system:
1. Standard One (1) RaCk U�it (1Uj 19" rack format. There shall be brackets to allow the
CCU to be mounted under shelves where a 19" frame is not a�ailable.
2. Shelf-Mount format; T51 versian. The CCU shall be able to stand up on available shelf-
spate within the cabinet. Afl connections shall be made from the front of the CCU,
including connections to separate DPs located within the tabinet.
3. Shelfi-Mount format; T52 �ersion. The CCU shall be able to stand up on available shelf-
space within the cabinet. Alf connections shall be made frorn tf�e front af the CCU,
and no external DPs will be required.
West 7th 5treet Improvements
City Project No. 101555
VantageNext� 5pecifrcation -.3 - Oocumenf No. 40200Q5, ftFV: D(6/27/18J
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3.2 CCU Power
The 19" Rack-mount CCU shall be powered from an 110V or 230V, 50Hz or 50Hz sup�fy. CCU
power consumption shal! not exceed 20 Watts.
The shelf-maunt format CCU shali be powered frorr� a 48V DC pow�r supply. CCU power
consumption shall not exceed 15D Watts.
3.3 Operating Temperature
The VDS shall nperate satisfactorily in a temperature range from -30° F to +1Fi5° F(-34° C to +74°
C) and a hurr�idity range from 0%RH ta 95�RH, non-condensing as set forth in NEMA
specifica#ions.
3.4 On-board Memary
The CCU shall utilize non-volatile memory technology to store on-board firmware and operational
data. �
3.5 Videa Surge Suppression
The CCU shalf incorparate �ideo surge suppression for each �ideo input. 7he CCU shall be
appropriately grounded to the ca6inet ground rad using 14 AWG (2.5mm2) rr�inimum.
3.6 Power Surge 5uppression
The CCU shall incnrpora#e power surge suppression both on the input powe�- and on the power
supplied to the cameras. The CCU shaEl be appropriately grounded to the cabinet ground rod using
14 AWG (2.5tt�mzj minimum.
3.7 Power Management
The CCU shall incorporate power managerrtent for the �arious parts of the VDS such that if fault
conditions are detected the power supply will sa#ely shut down the power to that peripheral.
3.8 fnterfaces
3.8.1 Extension Modules
Extension rnodules (EM) shall be a�ailable to eliminate the need of rewiring the detector rack, by
enabling the user ta plug an extension module into the appropriate slvt in the detector rack to
provide adcEitional open collector o�tputs. The EM shall be a�ailable in both Z- and 4-channel
configurations. EM canfigurations shall k�e programma6le frorr� the CCU, A separate I/O module
shalE also be a�ailable ha�ing 32 outputs through a 37-pin "D" connector on the front panel and 8
inputs through a 15-pin "D" connector using an external wire harness for expanded flexibility.
Wesl 7lh Street Impro�ements
City Project No. 101555
VantageNext'� Specification -�- Document No. 4Q2pQ05, IiEV:D (6/27/18)
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3.8.2 �F�e CCU shall pro�ide four ports for connection to Vd5 camera sensors. The connector s�all be
an RJ-45 type.
3.8.3 The CCU shail pro�ide four ports for connection to VDPs. The connector shali be an Rl-45 type.
These connectors will not be required far the Shelf-Mount T52 version CCU.
3.8.4 7he CCU shall provide 2 USB `A' ports on the front panel of the rack mount CCU unit. These ports
tan be utiiized for vaTious functions. For example, keyboard and mouse functions during system
canfiguration, USB storage devices can be utilized for bin data and �ideo coliection. The USB ports
shall not require special mouse software drivers. The USB ports shall be used as part of system
setup and configuration
3.8.5 7he CCU shafl provide an output to a rx�oni#or. The port shall be HDMI. The native resolution of
the mor�itar port shall be 1024 x 768.
3.8.6 Communications
An Ethernet communications port shalf be pro�ided an the front panel. 7he �thernet port shall
be compliant with IE�E 802.3 and shall use a RJ-45 type connectnr mnunted c�n the froht panel of
the CCU. The Ethernet communications interface shall allow the user ta remotely configure the
system and/nr tn extract calculated �ehitle/roadway information. The interface protocol shali be
documented or interface software shafl be providecl. Each VDS shall ha�e the capability to be IP
addressable. The VDP shall support data rates of up to100Mbps.
3.8.7 The CCU shal! pro�ide an SDLC connection to the Traffic Corttroller. The connector shall be a`D-
15' type, in compliance with NEMA T5-2 specifications.
3.8.8 The CCU shall provide an indicator when the SDLC port is acti�e.
3.8.9 The CCU shall pro�ide an incEicatar when the unit has power.
3.8.10 The CCU shalf provide an indicator when #he unit is an line.
3.8.11 The CCU shall provide a Wi-Fi connection. The connection sha�l be over a standard 2.4GHz
connection. The Wi-Fi connection shalf 6e enabfed and disabled by a switch on the CCU. The CCU
shall provide an indicator when the Wi-Fi connection.is active.
3.8.12 The CCU shall provide a connettion for a remov�ble antenna. The antenna connection shall be a
SMA Male type.
3.8.13 The CCU shall provide system status via an Qn-board Organic Light Emitting Diode display. The
display shall indicate �arious system parameters, such as camera health and VDP health, firrt7ware
�ersion and camera air temperaiure. 1"he display will be enabled with a switch an the CCU. The
display wiil automa�icaEly disable 15 minutes after the button is pressed.
4. �1DS Car�era Senso�
The VD5 camera sensor shall be suppfied by the VDS manufacturer.
West 7th Street Fm�rovement5
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VantageNext�Specification - S- DocumentlVo. 4010005, RfV:l7 (6/Z7/18J
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4.1 The VDS camera sensar sha�l utilize a single shielded CAT5E or CAT6 cable for power and �ideo.
� Cabie termination at the camera shal] not require crimping or special tools. 7he cable termination
shall only require a standard wire stripper and a screw driver. No connectors (e.g. BNCj shall be
allowed.
An optional RJ45 direct connector shall be made a�ailable if a user chooses to connect the
sensor cable with RJ45 connections at the sensvr.
4.2 The camera sensor shall aflow the user to set the focus and field of view �ia the VDS software.
Camera sensvr control from the controller cabinet shall communicate o�er a single CatSe or CAT6
cafole. No additional wires shall be required.
4.3 The camera shall produce a useable video image of the #eatures of �ehicles under aN roadway
lighting conditions, regardless af time of day. The minimum range of scene luminance o�er which
the camera shall �roduce a useable �ideo irnage shall 6e the minimum range from nighttime to
� daytime, but not less thar� the range D.fl03 lux ta 10,000 lux.
4.4 The camera electronics shall include automatic gain control (AGC) to produce a satisfactnry image
at night for the VDS algorithms.
4.5 The irr�ager luminance signal to r�oise ratio �5/N} shafl be more than 50 dB with the automatic gain
control (AGC) disabled.
4.5 The imager shall employ three dimensionai dynamic noise reduction {3D-DNRJ tn rema�e
unwanted image najse.
4.7 The camera imag�r shali employ wide dynamic range [WDR) technology to compensate for wide
dynamic outdoor fighting conditinns. The dynami� range shall be greater than 100 dB.
4.8 The camera shall be digital signal processor [DSP) based anc� shall use a CCD sensing element and
shall nutput colnr �ideo with resolution of not less than 540 TV lines. The coior CCb imager shall
ha�e a minimum effecti�e area of S11(h) x 508{v) pixels.
4.9 The camera shall include an electronit shutter cantrol based upon av�rage scene luminance and
shall be equipped with an auto-iris lens that operates �n tar�dem with the electrnnic shutter. The
electroni� shutter shall operate between the range of 1/60th to 1/90,OQ�th second.
4.10 The camera shall utilize automatic white balance.
4,11 The carr�era shall include a �ariable facal length lens with �ariable focus that can 6e adjusted,
without opening up the carnera housing, to suit the site geometry by means of a portable interface
de�ice designed for that purpose and manufactured by the detection system supplier.
4.12 The horizon#al field of �iew shall be adjustable from 4.5 to 48 degrees. �his camera con�iguration
may be used �or the majority of detectinn approaches in order to min�mize the setup time and
West 7th 5irect €mpro�cmenis
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VrrntageNext�° 5pecifimtion - 6- Document No. 4Q.2Q005, RfV:D (6/27/18J
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spares required by the user. The lens shall be a�.�x zoom lens w.ith a focal length of 3.Smm to
35rr�m.
4.13 The lens shali also have an auto-focus feature with a manual override to facilitate ease of set�p.
4.i4 The carnera shafl incorporate the use of preset positioning that store zoom and focus positioning
informatinn, The camera shall have the capa6ility to recall the previously stored preset upon
application of power.
4,15 Th� camera shall be housed in a weather-tight sealed enclosure. The housing shall allow the
camera to be rotated to allow proper alignment between the camera and the traveled road
surface.
4.16 The tamera enclasure shall he equipped wifih a sunshield. The sunshield shall include a pro�ision
for water diversion to prevent water from flawing in the camera's field of view. 7he camera
enclosure with sunshield shafl 6e less than 3.5" (89mm) diameter, less than 5.25" (133mm} long,
and shall weigh less thar� 2.5 pounds (1.14kg) when the camera and lens are mounted inside the
enclosure. �
4.17 The encfosure shali be designed so that the pan, tilt and rotation of the camera assembly can be
accomplished independentfy without affecting the other settings.
4.18 Camera Lens
4.18.1 The camera enclosure shall include a propor#ionally controlied Indium Tin Oxide (ITO) lens
coating far the heating element of tf�e front glass that maxirnizes heat transfer to the lens. The
output power of the heater shall vary with temperature, to assure proper o�eration af the iens
functions at low temperatures and prevent moisture condensation on th� optical facepfate of
the encla�ure. The transparent coa#ing shall nnt impact the visual acuity and shalE be optically
clear.
4.18.2 The glass face on the front of the enclosure shall have an anti-reflective coating ta minimize light
and image reflections.
4.18.3 7he giass face on the front of the enclosure wiil inciude a Titanium Dioxide shelf cleaning coating
4.19 When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a
temperature range from -30' F to +14Q" F(-34 'C to +60 °Cj and a humidity range From 0% RH to
100% RH. Measurement of satisfactory �ideo shalf be based upon WDP system operati�n.
4.20 7he camera shall be powered by 48VDC. Power consumption shall be 5 watts typical and 15 watts
or less under worst conditions.
4.21. Recommended camera piacement heigh#'shall be 33 feet (or 10 metersj above the roadway, and
over the travefed way an whith vehitles are to be detected. Fnr nptimum detectinn the camera
should be centered above the tra�eled roadway. The camera shall �iew approaching vehicies at a
distance not to exceed 350 feet (107 meters) for reliabfe detection (height to distance ratio of
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VantageNext� Specification - 7- Document No. 40200D5, RfV: D(6/27/18J
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10:100). Camera platement and field of �iew (FOV) shall be ur�obstructed and as no#ed in the
instaflation documentatian pro�ided by the supplier.
4.22 The �idea signal shall 6e fuily isolated from the camera enclosure.
4.23 Cable terminations at the camera for Wideo and power shall nnt require crimping tools.
4.24 A weather-�roof protecti�e cover shalf be provided shali be pro�ided to protect all terminations
at the camera. No special toaling shall be required ta rerrsa�e or install the protecti�e cap.
4.25 The camera assernbly shall includ� a terrtperature sensor. The sensor wilf be polled by the VDS
e�ery minute and will supply the current air temperature. The VDS software will display this
information on the On-Screen Display for each camera.
5. V�5 Sof�wrare
5.� General System Functions
5.1.1 Detettion zones shafl be programmed �ia an em6edded application d�splayed on a �ideo monitor
and a keyf�oard and a pointing device connected to the CCU. The menu sha[I facilitate placem�nt
af detectian zanes and setting of zone parameters or to configure systern parameters. A separa.te
corr�puter shall not be required for programming detection zones or #o view system operat�on.
� A�I programming function shafl occur on li�e �ideo images, no snapshots or still images are
allawed.
5.1.2 Th� VDS software shall store up to fi�e completefy independent detection zone patterns in nan-
volatile memory. The VDS can switch to any one af the three different detectian patterns within
1 secand of user request via menu sefection with the pointing de�ice. Ea[h Configuration sF�all be
uniquely labeled and abEe ta be edited by the user for identification. 7'he currently acti�e
configuration indicator shall be displayed on the monitor.
5.1.3 The VDS shall deteCt vehitles and bicycles in real tEme as they tra�el across each detection zone.
5.1.4 The VDP 5hall automaticafly define a pedestrian crossing area, and track pedestrians in real-time
as they travel across this pedestrian crossing area in both directions. The VbP shall count
pedestrians mo�ing left-to-rigl�t, and right-to-left. The VDP shafl measure the speed of
pedestrians �no�ing left-ta-right, and right-to-left, and pro�ide the minimum, maximum, and
a�erage speed of the pedestrians per the bin intervai. These �alues shall be di5played on-screen
for both directions, and an option shall be pro�ided to the user to turn this on-screen ciisplay on
or off. This data wi91 be stored in local memory for later retrieval �fa a remote de�ice. The data
will be stored at the Bin Inter�a� set in the system.
5.1.5 The VD5 shall accept new detection patterns fram an external computer through the Ethernet
port when the exterrtal computer uses the correct communications protocol for down[oading
detection patterns. A WindowsT""-6ased sof#ware designed far locai or remote connection and
providing�ideo capture, real-time detection indicatian and detection zone modiFicatian tapability
shall be pro�ided with the system.
Wcs[ 7th Street lmpro�ements
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VantageNext� 5pecrficatron - g- Document No. 40?0005, REV:D (6/27/18j
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5.1.6 . The VDS shalf have the capability to automatically switch to any one of the stored configurations
based on the time af day which shafl be programmable by the user.
5.1.7 The VDS shall send its detection patterns to an external computer through the Ethernet port when
• requested when the external computer uses the appropriate communicatians protocol for
uploading detection patterns.
5.1.8 The VDS shall default to a safe conclition, such as a constant call on each active detection channel,
in the e�ent of unaccepta6le interference or loss of the �ideo signal.
5.1.9 The VDS shall be capable of automatically detecting a low-visibility condition such as fog and
respond by placing all affected detettion zones in a tvnstant call mode. A user-selected a�arm
output shail be active during the low-�isibility condition that can be used to modify the controlEer
operatifln if connected to the appropriate controller input modifier(s). The system shall
autamaticafly revert to normal detection mode when the low-visibility condition no longer exists.
An On-5creen Icon will be displayed while the system is in this mode.
5.1.1Q Up to 32 detection zones per camera input s�all be supported and each detection znne must be
user-sizeable to suit the site and the desired vehicle detection region.
5.1.11 The VDS shall provicEe up to 32 open collector out�ut channels per Camera input using one or
more extension modules.
5.1.12 The VDS sf�all pravide a discrete output when pedestrians are being tracked in the crosswalk.
Separate outputs may be assigned for pedestrians mo�ing Left to Right and those maving Rig�t
to Left fior each carnera.
5.1.13 The VD5 shall provide a discrete output when pedestrians are cro5sing again5t a red pha5e. Tf�e
VD5 shail allaw up to 4 phase inputs to be assigned to each crosswalk.
5.1.14 A single detection zone shalf be able to replace multiple inducti�e loops and the detection zones
shall be OR'ed as the default Qr may instead be AND'ed together to indi�ate vehicle presence nn
a singfe approach of traffic movement.
5.1.15 When a vehicle is detected within a detection zoRe, a visual inditation of the detettian shafl
activate on the video overlay display to confirm the detection of the vehicle for the zone.
5.1.16 Detection shall be at least 98°Y accurate in good weather conditions, with slight clegradation
possible under ad�erse weather condi�ions (e.g. rain, snow, or �ogj whi�h reduce visibility.
Detettion accuracy is dependent upon si#e geometry, camera placerx�ent, camera quality and
detection zone lacation, and these accuracy levels do not include aflvwances for occlusion or poor
video due to camera latation or quality.
West 7th Street Improvemencs
City ProjecE No. 101555
VantogeNext� 5pecification -�- Document No. 40200D5, REV�D (b/Z7/1Bj
���r���.
5.i.17 The VD5 shall pro�ide dynamic zone reconfiguration (DZRJ. DZR sustains normal aperation of
existing detection zones when one zdne is being added or modified during the setup process. The
new zone configura�ion shall not go into effect un�il the configuration is sa�ed by the operator.
5.1.18 Detection zone setup shall not require site specific information sucF� as latitude and longitude to
be entered into the system.
5.1.1.9 The VDS shall process the �ideo input fram each camera at 30 frames p�r second. Multiple camera
processars shall process afl video inputs simultaneously.
5.1.20 The V�S shall output a constant call during the background learning period of no longer #han 3
mi nutes.
5.1.21 Detection zone outputs shall be indi�idually configurable to allow the selectian of presence, pulse,
extend, and delay o�tputs. Timing paraineters of pulse, extend, and delay outpats shall be user
defina6le between 0.3 to 25.0 seconds.
�.1.22 Up to six detection zanes per camera �iew shall ha�e the capability to count the number of
�ehicles detec�ed. The count �alue shall be internafly stored for later retrie�al through the
Ethernet port. The zone shall alsn ha�e the tapability to calculate and store a�erage speed and
lane accupancy at user-selectabl� bin intervals of 10 seconds, z0 seconds, 1 minute, 5 minuCes,
15 minutes, 30 minutes and 60 minutes.
5.1.23 In addition to the count type zone, the VD5 shall be able to calculate a�erage speed and Iane
occupancy for all of the zones independently. These �aiues shall be stored in non-�olatile memory
for later retrie�al.
5.1.24 The V�S shall ha�e an "ad�ance" zone type where raw detection output duration to the traffic
cantroller is compensated for angular occlusion and distance.
5.�.25 The VD5 shall emplay color o�erlays on the �id�o autput.
5.1.26 The VDS shall ha�e #he ability to show controller phase status (green, yellow, or red) for up to S
phases. These indications sf�all also be calor coded.
5.1.27 The user shall ha�e the ability to enable or disable the display of th� phase information on the
�ideo output.
5.1.28 The VDS shall have the capability ta change the characteristics of a detection zone based on
external in�uts such as signal phase. Each detection zone shal[ be able to switch from one zone
type (i.e. presence, extension, pulse, �tc.) to another zone type based on the signal state. �or
example, a zane may be a"count" zone when the phase is green but change to a"presence" zone
type whe� the phase is not green. Another application would be zone type of "extensivn" when
the signal phase is green and then "delay" when red.
Wcst 7th Street [mprovements
� City Yroject No_ I 01555
VantageNext�Specification - i� - DocumentNo. 4020a03, REV:D (b/27/18J
�������
5.1.29 The VD5 software shall aid the user in drawing additional detection zones by automatically
� drawing and placing zones at appropriate locations with onfy a single click of the mouse. The
additional zone shall utilize gearnetric extrapalation of the parent zon� when creating the child
zone. The process shall afso autarnatitally at�ammadate lane marking angles and zone overlaps.
5.1.30 When the user wishes to modify the location of a zone, the VDS software shall allow the ussr
move a single zone, multiple zones or al! zones�simul#aneously.
5.1.31 When the user wishes to madify the geometric shape of the zone, the VDS saftware shall allow
the user to change the shape by moving the zone comer or zone sides.
5.1.32 On screen zone identifiers shall be mndifiable by the user. The user shall be allowed to sefect
channel output assignments, zone type, input status, zone labels or zone numbers to be the
iclentifier.
5.1.33 The VD5 shall have the capability to show pedestrian ac4ivity in #he crasswaik through a visual
inditation on the Video nutput.
5.1.34 The V�S software shail support bicycle type zones where the zone can differentiate between
motorized vehitles and bicycles, producing a call for one but not the other.
5.1.35 Bicycle zone types shall only output when a bicycle is detected. Larger motorized �ehicles such
as cars and trucks that traverse a bitytle zone shall not provide an output.
5.1.36 Tf�e VD5 saftware shall provide the ability to assign a separate output channel for bicycle zones
to allow traffic controllers to implement special bicycle timing.
5.1.37 Placement of bicycle type zones in vehicle lanes shall be allowed.
5.1.�8 Upor� detection of a bicycle, the vicleo output overlay sF�all indicate active detection as well as
providing a unique bicycle detection identifier to visually distinguish bicycfe detection versus
vehicle detection.
5.1.39 Up to six bicyGle detection zones per camera �iew shall have the capability to count the number
of bicycles detected in addition to their normal detection function. The count �alue shall be
internally stored for later retrieval #hrough the Ethernet port.
5.1.40 Automatic Traffic Volume Graph
�'he On-5creen Display shall include an Autornatic Traffic Volume graph. This �raph wilE"dispfay
estimated Vehicles Per Hour {VPHj �er mo►rement for each camera view. The graph wiil display a
ralling 24 hour period of VPH.
5.1.41 Occupanty Graph
West 7th Street [mprovements
City Project Na. 101555
VantageNext� Specificaiion - 11 - Dac�menT No. 4020005, IiEV:D (6/27/1SJ
�������
The On-Screen Display shall.include an Occupancy Graph. This graph will display estimated
approach accupancy for each camera �iew. The graph wilf display a rolling 24 hour period of
accupancy.
5:2 Userinterfaces
This s�ction sets forth the minimum requirements far the VDS to pro�ide a single point interface
to remote and local users. The VDS shalf also ha�e the capability to stream up to four simuitaneous
�idea str�arns a�er an Ethernet interface.
5.2.1 The user interface sha{I pra�ide capabilities to enable multiple rack-mounted �ideo detec�ivn
pracessars to be locally and remotely accessed from a single poirtt �ia an Ethernet connection.
5.2.2 The device shall allow the operator to view faur �ideos simultaneausly or any one �ideo by
cantrols embedded in the VDS.
5.2.3 Local us�r access to �ideo detection programmir�g shall be fimited to the detection processor unit
t�at is currently being displayed on the monitor.
5.2.4 All local pragramming and setup parameters far the vicEeo detection processor shall be user
accessi6le through the interface unit without requiring the user ta swap user interface cables
between video detection processors.
5.2.5 Remote access to tF�e de�iCe shall be through the built-in Ethernet port �ia access software
running on a Microsoft Windows based persnnal computer.
5.2.6 A Windaws OS remote acc�ss f�rmware shall alsc� be available for remote setup and diagno�tics
of the interface unit.
5.2J The VDS 5hall support streaming �ideo technolagy using H..264 standards ta allow �h� user to
monitor �ideo detection imagery o�er the Ethernet interface. Motion JPEG streaming video shalf
not be allowed.
5.2.8 The interface unit sha11 allaw eight independent streams, ane from each video prncessor, to be
transport�d via Ethernet ta four independent streaming �ideo players simultaneously in b1
resolution.
5.2.9 The interface shali allow the user to select the resolution of the displayed strearned �ideo.
5.2.10 The interfate unit shall support the strearr�ing and display of eight cnncurrent streams in D1
resolution. .
5.2.11 The VDS shall allow the user ta manag� the unit's Ethernet bandwidth usage by allowing the user
to sefect high, medium or low resolution.
. West 7th Strcct ]mprovernents
City Yroject No. ](71555
VantageNext� Specification - 12 - Document Na. 402QQQ5, REV:D (6/27/18J
�������
5.2.12 The interfate shall allow the user to change the unit's Ethernet network settings of iP.address,
subnet mask and default gateway.
5.�.13 The VDS shall allow the user t4 upload new application firmware through the use of the interface,
rernotely or on-site.
5.2.14 A Windows O5 bas�d application will be provided to remotely �iew �ideo streams frorn the VDS.
5.2.15 An i05 and Android based application shall be available to remately access each configured VDS
on the agency's network. This application shal! allow the user to thoase between any number of
pre-configured intersection loeations. Using the i05 or Android device, the appiication will ailow
the user to �iew li�e video from any carr�era at that intersection, including vehitle and bicycle
detections in real-time. The application will also allaw the user to �iew individual intersection
data, including turning mo�ement counts and occupancy. The application wili show each data set
in time periods of day, week, or rnonth, and ha�e the �apabifity nf turning on or off right, left, and
thru movement data for turning movement count cEata. The application will also allow the user
to view current system diagnostic data, including the following, but nat [imited to; individual
camera glare and low contrast information, system low contrast, constant call, alarm, reboots,
logins, and menu access information.
�
b.l
s.2
Sf��C �Lln��lena�[ty
This section sets forth the minimum requirerrtents for a full-funetion BIU ar�d integrated �ideo
detection comrr�unitation. The VDS shall provide outputs to the controlier of vehicle calls frorr�
video �rocessors that reside within the detector rack. �
Functional Capabilities
The VDS shall ha�e the capability of monitoring phase information and passing that information
and ather system data such as "time" from the controller to video detectipn processor modules.
7he VbP shall also accept data From video processor modules and re�ay the informatio� to the
contrnfler. The unif shall provide a maximum of 64 detector outputs to the controller via the
SDLC interface.
Requirements
The module shall be in tqmpliance with the follawing industry specifications:
Transpa�'#at'ion Electrica! Equipment Specrficatians (TFESJ, August 16, 2D02 (or latest
edition}, California �epartment of Transportation
NEMAStandard Puhlication T51-1989 (Qr latest editionj, Traffic Corrtrol Systems,
National Electrital Manufacturers Association �
West 7th Street Improvements
. City Projcct Na. 101555
VantageNext� Specfficatron - 13 - Document No. 402Q005, R�V:� (6/Z7/18J
�������
o NEMA Standard Publicatian TS 2-2003, Traffic Caratro!lerAssemblies With NTClP
Requirements, Version 02.06 (or latest editianJ, National Electrical Manufacturers
Association
6.3 �ata �nterfaces
The VDS shall ha�e two data interfaces:
� The interface to the controller shall be accomplished by the use of the TS-Z SDLC port and
�rotocol in aceordance with the TS-2 specifications. The module shall be able to t�e
configured to respond to B1U addresses 8, 9, 10 and 11 or a combination thereof.
@ T�e interface to communitate with card rack �ideo detection processors shall be
manufacturer specific.
6.4 SDLC Communication Indicators
One LED indicator shall be pro�ided for the TS-2 SDLC interface. The indicator shall be used to
inform the user af any corrtmunication acti�ity on the SDLC port.
7. Ins�alta�ion
7.1 The cable to be used between the camera and the CCU in the traffic cabinet shall be Cat5e,
shieided, direct burial. This cable shalE be suitable for installation in conduit or overhead with
appropriate span wire. Shielded RJ-45 connectors sha11 be used where applicable, The CatSe
cable, RJ-45 connector, stripping and crimping tool shail be appra�ed by the supplier of the �ideo
detection system; and the manufac#urer's instructions must be followed to e�sure proper
connection.
7.2 The video detection camera shall be installed by factory-certified installers as recommended by
the supplier and documented in insiallation materials provided by the supplier. Proof af factory
certification shall be provided.
$. �arran�y
8.1 The supplier shall pro�ide a iimited three-year warranty an the �ideo detection system..
8.2 During the warranty period, technical suppart shalf be available from the supplier �ia telephone
within 4 hours of the time a call is made by a user, and this support shall be a�ai�able from factory-
certified personnel or fac�ory-certifiecE installers.
8.3 D�ring the warranty period, updates to VDP software shall be available from the supplier without
eharge.
West 7th Street Impro�emenis
City Projcct No. ] O1555
VantogeNext� Specification - 14 - Document No. 4Q20005, RFV:D (6/27/18)
�,��r���
9. fl�ain�enance an�l Sup�or�
9.1 The supplier shall maintain an adequate inuentory of parts to support maintenance and repair of
#he video detection systerri. These parts shafl be available for delivery within 30 days of pfacement
of an acceptable order at the supplier's then current pricing and terms of sale for said parts.
9.2 The supplier shali main�ain an ongoing program of technical support for the videa detection
system. This technicai suppor� shall be available via #elephone, ar via persannel sent ta the
installation site upon plaeement of an acceptable order at the suppfier's then current pricing ancf
terms of sale for on site technical support services.
9.3 Installation or training support shall be proWided by a factory-authorized r�presentati�e and shall
be a minimum IMSA-Level II Traffic Signaf Technician certifieri.
9.4 AFI product documentation shalf be written in the English language.
West 7th $lreet Improvemcnis
City Project I�o. E 01555
VantageNext� 5petification - 15 - Document No. 4020005, REV.•D (6/27/18J
4G-LTE Ad�anced Cellular Router (Items. Quantity and Specl:
1. Cellular Router; quan#ity 1. �
Digi lnternational, Inc., Model WR44-flfi�00-AE1-RF:
LTE North America Multi-Carrier (700/850/1700(AWS)/1900 MHzJ, WiFi (B/GIN),Enterprise Software Package, 5 VPN Tunnels,
Extended Temperature, Rugged Enclosure, DC Power Cable, Np Cellular Antennas
2. Celtular Router Power Supply; quantity 1 per 4G de�ice-
Digi International, Inc., Part Number 75000�16:
AC Power Supply - 18VDC, Extended Temp. NEMA 5-15P (iJS) to 4-pin connector. Compatibility: WR44
3. Cellular Router flual Antenna; quaniity 1 per 4G de�ice-
Open Ilflarket Purchase, Part IVumber AP-KIpSFt-CC-Q-522- 8�,:
2 CeII1LTE, Threaded Bolt, 81ack. Special Instructions: fi-ip` cable
4� WWAN Equipment Accessory Item; r�uantity 2 per 4G device-
Digi International, Inc., Part Number �WB-24-58- RSMARV: 2.4/5.�GHz TRf111 ANT RA SF1AA REV POL
Cellular Carrier Seieciion-
Compatible with Verizon
PTZ Camera [Items, Quantitv and Spec1:
1 Pelco, Wa11 Mount for 5pectra Series Gamera, Quantity 1 .
Z. Peleo, IP Dome Camera, PTZ ZMP 30x Zoom Pend Dome- Quantity 1
3. Pelca, Pole Mount Adapter for Spectra series camera- Quantity 1
4. PeEco, POE Injector, 75 Watt Sing#e Port 100-24QVAC - Quantity 1
5. Open Market Rurchase,Butyl Rubber Strip, 2"W x 3 ft.L x 1/4"Thitk, 60A, AdhesiWe Backing
Type, 300% Elonga#ion, Black- , Quantity T
CAT5e Outdoor Cable 5 ecificatior�
CATSe, ANSi/TIA-568-C.2, 1000' kull, 24 AWG Solid Copper, 350MHz, Non-PVC UV iacket,
Waterproof/Drrect-burial, GeE-filled, Shielded with Drain (Grouncf) Wire, CMX flame rated, f1L or ETL
Listed, and RoHS Compliant
West 7th 5treet lmpro�ements
City Project Na_ ]01555
34 41 30 - 1
Ai.UMINUM SEGNS AND SIGN POSTS
Page 1 of 9
SECTION 34 41 30
ALUMINUM SIGNS AND SIGN PQSTS
PART1- GENERAL
1.1 SUMMARY
A. Sectian Includ�s:
l. Aluminum signs installed on mast arms, signal poles, or steel posts.
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, b�at are not nec�ssarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions oi the Cont�ract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Furnishing and Installing Mast Arm or Signal Pole Mounted Alufninum Signs
a. Meas�rement
1) Measurement for this Item shall be per each sign installed.
b. Payment
l) The wark perfor�ned and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Furnish/install Alum Sign
Mast Arm Mount" insta�led for:
a} Various types
c. TYz� price bid shall include:
1} Fabricating the aluminum sign
2) Treatment of sign panels required befare application of background
rrtateriats
3) Elppiicatiora af the background materials and messages to the sign panels
4) Furnishing and fabricating frames, windbearns, stiffeners, or required joint
backing strips
5) Fumishing bolts, rivets, screws, fasteners, cla�nps, brackets, and sign
support connections
6} Assembling and erecting the signs
7} Preparing and cfeaning the signs
2. Installing Mast Arm or Signal/Street Light Pole Mounted Aluminum Signs
a. Measurement
1) Measurement for this Ite�n shall be per each sign installed.
b. Pay�nent
1) The work performed and materials furnished in accordance with this Iiem
shall be paid for at the unit price bid for each "Install Alum Sign Mast Arm
Mount" instalied.
c. The price bid shall inctuc�e:
t) installing each Aluminurr� Sign
Cf1�Y OP fORT WORTH West 7th Street Improvements
STAN�ARD COl�i5"1'RUCTIOIV SPECIFICA"f10N DOCLIMENTS Cily Projcct No. 10] 555
Kevised November ] 2, 2013
344] 3Q-2
ALUMINUM STGNS AND SiGN POSTS
Page 2 of 4
2) Furnishing and fabricating frames, windbeams, stiffeners, or reauired joint
backing strips
3) Furnishing bolts, rivets, screws, fast�ners, clamps, brackets, and sign
support connections
4) Assembling and erecting the signs
5) Preparing and cleaning the signs
3. Furnishing and Instailing Ground Mounted Aluminum Sign and Post Assemblies
a. Measurement -
1} Measurement for this Item shall be per each assennbly furnished and
installed.
b. Payment
1) The wark performed and materials furnished in accordance with this Item
sha11 be paid for at the unit price bid for each "Furn�sh/Instal] Alum 5ign
Ground Moun�" installed for:
a) Various types
c. The price bid shall include:
1) Fabrication of signs and posts
2) Treatment of sign panels required before application of background
materials
3} Application of the background materials and messages to the sign panels
4) Scheduling utility line locates
5) Furnishing and fabricating frames, windbeams, stiffeners, or required joint
backing strips
6) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign
support cannections
7} Assembling and erecting the signs and posts �
8} Preparing and cleaning the signs
4. Installing Ground Mounted Aluminum Sign and Post Assemblies
a. Measurement
1) Measurement for this Item shall be per each assembly installed.
b. Payment
1) The work performed and materia[s furnished in accordance with this Item
shall be paid for at the ur►it price bid for each "Install Alum Sign Ground
MounY' installed.
c. The price bid shall include:
1) Scheduling utility line locates
2) Assemb[ing and erecting the signs and posts
3) Preparing and cleaning the signs
5. Furnishing ar�d installing Aluminum Signs Mounted on Existing Poles
a. Measurement
1} Measurement for this Item shall be per each sign furnished and installed.
b. Payment �
1) The wark perfortned and materials furnished in accordance with this Item
shall be paid for at ihe unit price bid per each "F�rnish/Install Alum Sign
Ex. Pnle Mount" furnished and �nsta]]ed.
c. The price bid sha!] include:
1) Furnishing and installing th� aluminum sign
2) Furnishing and fabricating frames, windbeams, stiffeners, or required joint
backing strips
C[TY pP PORT WOR"fH West 7ih Slreet lmpravements
STA1dDAItD COAISTR[JCTION SPECfr�1CAT[ON DQCUMP.NTS City Praject No. 101555
Revised November 12, 20J3
34 4l 30 - 3
ALUMINUM S[GNS At�TD SIGN POSTS
Page 3 of 9
3) Fw-nishing bolts, rivets, screws, fasteners, clamps, brackets, and sign
support connections
4} Assembling and erecting the signs
5) Preparing and cleaning the signs �
6. Tnstalling Aluminum Signs Mounted on Existing Foles
a. Measurement
1) Measurement for this Item shall be per each sign installed.
b. Payment
1) The wark performed and materials furnished in accordance with this iterr�
shall be paid for at the unit price bid per each "Install Alurn Sign Ex. Pole
� Mount" installed.
c. The price bid shall include:
1) Fabricating the aluminum sign
2) Furnish�ng and fabricating frames, windbeams, siiffeners, or required joint
backing strips
3) Furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign
support conn�ctior�s
4) Assembling and erecting the signs
5) Preparing and cleaning the signs
7. Removal of Signs
a. Measurement
I) Measurement for this Item shaff be per each sign panel removed, each sign
panel ancf posi r�moved, and each sign panel and post removed and
reinstalled.
b. Payment
1) The work performed and materials furr�isY�ed in accordance with this Item
shall be paid for at the unit price bid per- each "Rer►�ove Sign" for:
a) Various types
b) Various canfigurations
c. The price bid shall include:
I} Removal of sign panel and post
2) Removal of sign panel
3) Backfill
4) Excavation
5) Returning materials to the City as specified in the plar�s
6) Cleaning sign panel if sign is to be reinstalled
1.3 REFERENCES
A. Reference Standards �
L Reference standarcfs cited in this Speci�cation rafer to the current reference
standard published at the time of the latest revision date ]ogged at the end of this
5peciFcation, unless a date is specifically cited. �
2. American Standard Testing Materia�s (ASTM)
a. ASTM B209-07— "Stanc�ard Specification for Aluminurr� and Aluminum-Alloy
Sheet and Plate".
b. ASTM D4956 — d9e 1—"Standard Specification for Retroreflective Sheeting for
Traffic ControI".
CITY Or FORT WOR"fH West 7th Strccl Improvcmcnts
5"1�ANDARD CONSTRUCTION SPECIHICAI�ION �OCUMrNTS ' City Project No. 1D1555
Reviscd November [ 2, 2013
34A130-4
ALUMIIYUM S[GNS AND SIGN POSTS
Page 4 of H
c. ASTM A 101 1/ A l01 I- 10 —"Standard Speci#ication for Steel, Sheet and Strip,
Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, f Iigh-Stren�th Low-
Alloy with Impro�ed Formability, and U[tra-High Strength".
d. ASTM B 1 l 7-09 —"Star�dard Practice for Operating Salt Spray {Fog)
Apparatus".
e. AASHTO M 120-0$ —"Standa��d Specification for Zinc".
3. Texas Manual on Uniform Traffic Cantrol Devices
4. Item 644, Small Roadside Sign Supports and Assemblies, Texas Department of
Transportation, Standard Specificaltons for Constr. uctinn ana' Maintenance of
Hightvays, Streets; and Bridges.
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals shall be in accordance with Sectiora O1 �3 00.
B. All submittals shall be approved by the City priar to delivery and/or fabrication for
specials.
1.6 ACTIQN SUBMITTALS/iNFORMATiONAL SUBMITTALS
A. Shap Drawings
i. Submit 5 sets of sign shap drawings to City Traffic �Services Department for
approval prior ta fabrication.
I.i CLOSEOUT SUBMITTALS �NOT USEDJ
1.8 MAINTENANCE MATERIAL SUEMITTALS [IVOT USED�
19 QUALITY ASSURANCE [NOT USED�
1.10 DELIVERY, ,STORAGE, AND HANDLING
A. Delivery and Acceptance Requirements
]. Signs and parts shall be proper[y protected so that no damage or deterioration
occurs during a prolonged delay from the time of shipment until instaiiation.
2. The Cantractor shall secure and maintain a location to store the fnaterial in
accordar�ce with Section Ol 50 00.
B. Storage and Handling
1. Ship, hand�e, and store completed sign blanks and completed signs so tkaat comers,
edges, and faces are not damaged.
2. Damage to the sign face that is not visible when viewed at a distance of 50 feet,
night and day, will be acceptable.
3. Replace unacceptabie signs.
4. Store all finished signs off the ground and in a vertical position until erec#ed.
5. Store finished signs 60 inches x 60 inches or smaller in a weatherproof building.
b. Larger signs may be stored outside.
CiTY OP FOR"[' WOK7�H Wcsl 7th Street [mprovements
S"1ANDARD CONSTRUCT[O�1 SPP.CIPICA`C[ON llOCIJMENTS City ProjectlQo. 101555
Rcv�scd �lo�ember l2, 2013
344130-5
ALUMINi3M SIGNS AND SIGN POSTS
Pagc 5 of 4
l.] 1 FIELD �SITEJ CONDITIONS �NOT USED]
1.12 WARRANTY jNOT USED]
PART 2 - PRODUCTS
2.1 PRODUCTS TO BE PURCHASED FROM THE CITY
A. Refer to Drawings and Contract Documents to determine if any Items are to be
purchased frorrz the City and installed by the Contractor.
B. Items eligible for purchase from the City include:
1. Aluminurn Signs
2.2 MATERIALS
A. Manufacturers
l. Only the manufacturers as listed in the City's Standard Products List will be
considered as shown in Section O l 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product ihat is not listed on the Standard Products List is considered a
substitution and shaIl be submitted in accordance with Section D 1 25 00.
B. Sign blanks
1. Sign 6lanks shall be new, unweathered, zx�illad, rolled and finished aluminum alloy
meeting Specifications for 5052H38 as outlined i� ASTM B 209 — 02a.
2. Sign b]anks shall be free oibuckle, crevice, warp, dent, cockles, burrs, corrosion,
dirt, grease, ail, white rust, fingerprints and/or other irregularities.
3. Sign blanks shall be degreased and etched according to industry standards and shall
have an a�odined finish applied per MIL-0554 i Class lA.
4. The thickness of each sign blank shafl be uniform throughout.
C. Sign sheeting
I. Acrylic overlay film
a. This filnn shall be applied to Type I, Type II, Type IV, Type IX, and other
retroreflective sheeting for permanent signing.
b. The flm shalI be equal to or better than 3M Scotchlite E�ectroCut Film Series
1170. �
c. Film shall be:
1 } Durable
2) Transpare�t
3) Acrylic
4) Electronic-cuttable
5) Coaied with a transparent, pressure sensitive adhesive
6) Have a removable synthetic liner — paper liner is not acceptable
d. Film colors can inc�ude yellow, green, blue, brown, red, and orange.
2. Non-reflective vinyi film
a. This film shall be applied ta Type IV, Type XI (DG3) retroreflective sheeting
for permanent signing. The film shall be equal to or better than 3M Scotchcal
ElectroCut Filin Series 7725.
CITY OF FOR'1' WORTH West 7th Street Improvements
STA�IDARD CpNSTRL1C7�lON SPrCIPICAT[ON DOCIJMENTS City Praject FVo. 101555
Revised No�ember l2, 2013
34 41 30 - 6
Ai.UM1NUM S[G1VS AND SIG�*! POSTS
Page 6 of 9
b. �'ilm shall be:
1) Durable
2) 2 rnil opaque cast vinyl
3) Coated with a transparent, pressure-sensitive adhesive
4) Have a removable synthetic iiner - paper line is not acceptable
c. Film colors can include yellow, green, blue, brown, red, and orange.
3. High intensity prismatic retroreflective sheeting with adhesive backing shall:
a. Be combined with otfter components for permanent signing
b. Typically be an unmetallized nnicroprismat�c lens retroreflective eiement
material
c. Ha�e a smooth outer surface that essentiaily has the properiy of the
retroreflector over its entire surface
1} The adhesive backing shali be pressure-sensitive, require no heat, solvent or
other preparation for the adhesion to smaott�, clean surfaces.
d. Be equal to or better than 3M Series 3930
e. Se of calors including white, yeliaw, green, red, blue, and brown
4. Super-high efficiency full cube retroreflective sheeting with pressure sensi�ive
adhesive shall:
a. Be cornbined with other components for permanent signing
b. Be a super-high efficiency, full cube retroreflecti�e sheeting having the highest
retrore#7ect�vity characteristics at medium and short road distances.
c. Typically be a microprismatic retrareflective element material
d. Have a smooth outer surface that essentially has the property of retror�flector
o�er its entire s�arface
1) The adhesi�e backing shall be pressure-sensitive, require no heat, solv�nt or
other preparation for adhesion to smooth, clean surfaces.
e. Be equa] ta or batter than 3M Series 4000
f. Be of colors including white, yellow, green, red, blue, brawn, fluorescent
yei�ow, fluorescenf yellow green, and fluorescent orange
D. Telescoping Steel Sign Post
1. Posts and anchors shall conform to the Standard Specifications For Hot Rolled
Carbon Sheet Steel, Structural Quality ASTM designation A1011 / A1011- l0.
2. Posts and anchors shall carry minimum certifiable 64,OOQ psi yieid strength.
3. AlI posts and anchors shall be manufactured frqm raw steel, formed and we]ded on
the corner prior to receiving a triple coat protecfion of inline hot-dipped, galvanized
zinc per AASHTO M-120-08 {0.8 ounces per square foot) followed by a chromate
conversion coating and a cross-linked polyurethane acrylic exterior coating.
4. The interior shall receive a double coat af zine based arganic coating, tested in
accorclance with ASTM 8-117-09.
E. Hardware
1. Use galvanized steel, stainless steel, or dichromate-sealed aluminum for bqlts, nuis,
washers, Iock washers, screws, and other sign assembly hardware.
2. Use plastic or ny�on washers to avoid tearing the reflective sheeting.
CITY O�' PORT WdR7'H Wcsl 7lh Street Impro�ements
STANllAR[J CO�ISTAUCTION SPTiCTP[CA'CfON llOCUMENTS City Project Np_ 101555
Rcviscd Tdo�cmber l2, 2D 13
344130-7 '
ALUMINUIVI SIGIYS Ai�1D SIGN POSTS
Page 7 of 9
�.3 ACCESSORIES �NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALL�RS [NOT USED�
3.� EXAMiNAT14N [NOT USED]
3.3 PREPARATION �NOT USED�
3A F'ABRICATION
A. Sign blanks
L F�n�ish sign blanks to the sizes and shapes shown on tfie Drawings and that are free
of buckles, warps, burrs, dents, cockles, or other defects.
2. Do not splice individual extruded aluminum panel.
3. Complete the fabrication of sign blanks, including the cutting and drilling or
punching of holes, before cieaning and degreasing.
4. After cleaning and degreasing, ensure that the substrate does not corne into contact
with grease, oils, or other contaminants before the application of the reflective
sheefing.
B. Sign sheetin�
1. Use reflective sheeting from the same manufacturer for the entire face of a sign. �
2. Apply sheeting to sign blanks in conformance with the recommended procedures of
the sheeting manufacturer.
3. Clean and prepare the outside surface of extruded aluminum t7anges in the same �
manner as the sign panel face.
4. Minimize the number oi splices in the sheeting.
5. Overlap tne lap-splices by at least 1/4 inch.
6. Provide a 1-foot minimum dimension for any �iece of sheeting.
7. Do not splice sheeting for signs fabricated with iransparent screen inks or colared
transparent films.
C. Sign rnessages
1. Fabr�cate sign messages to the sizes, types, and colors shown on the Drawings.
` 2. Use sign message material from the same manufacturer far the entire message of a
sign.
3. �nsure that the screened messages have clean, sharp edges anc! exhibit uniform
coior and reflectivity.
4. 1'revent runs, sags, and voids.
D. Telescoping steel sign posts
l. Permissible variat�on in straightness is U16 inch in 3 feet.
2. Tolerances are on the outside size.
CITY OP FORT WORTH West 7th Street lmprovements
STANDARD CONS']'RUC'1�ION SPECIFICA'f10N DOCUMEN'f5 City Project No. ]O1555
Revised November �2, 2013
344i 30-8
ALUMINUM SEGNS ANi3 S1GN POS'I'S
Page 8 oF9
Mease�rements for outside dimensions shall be made at least 2 inches from end of
tu6e. '
Nomina[ Outside Outside Tolerance
Dimensions at a�l Side Corners
(inches) inches
1 ��2 X 1 i�2 �Q.��6
1 3�4 A 1 3�4 �L.�VO
2 X 2 �0.008
2'/aX2'/a f0.010
2'/aX2%z f0.010
3. Permissible variation in wa[l thickness is plus 0.0 ] 1 inches, minus D.008 inches.
4. Measured in the center af the flat side #olerance is f O.Oi inch applied to the
specific size determincd at the corner.
5. Squareness of Sides and Twist
Naminal Squareness Twist Perm�ssible in 3
Outside Tolera�nce inches LengEhs
Dimensions (inches) (inches)
inches
1 '/z X 1 '/� �0.009 0.050
1 3�4 X 1 3�4 ��.� 1 U �.�%62
2 X 2 �0.012 0.062
2'/a X 2 Ya �0.014 4.062
2 Ih X 2'/� �0.015 0.075
6. All top pasts must be capable of fracturing at.the point of connectEon with a single
anchor, when impacted, in such a manner that the piece inside of the anchor can be
removed so as ta ailow the anchor to rec�ive a new top post.
7. The shape af all posts and anchors shall be square and straight with smooth tubing
welded i� one corner with a tolerance that permits telescoping of #he next larger or
sma]] size, in '/4-inch increments.
$. All anchors shall be 12 gauge with holes that are fuily perforated 7/]6-inch
diarr�eter on 1-inch centers for at l�ast the top 4 inches of the anchor while being
tru�y alignecf in the canter of the section.
Cfl'Y OF FORT WORTI[ - Wcst 7ih Sircct Improvements
STANDARD CONSTRUCTiON SPP.Cl�'ICAT[ON DOCUMEN'CS City Project No. 101555
Aevised November 12, 2013
34 41 30 - 9
ALUMINUM SIGNS AND SIGN POSTS
Page 9 of 9
9. All top posts shall be 14 gauge with holes that are die embossed knockouts on 1-
inch centers for the entire iength of the post and truly aligned in the center of
section.
3.5 REPAIR / RESTORATION [NOT USED�
3.6 RE-INSTALLATION [NOT USED�
3.7 FIELD �ou� SITE QUALITY C�NTROL [NOT USEDj
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. Wash completed signs with a biodegradabie cleaning solution acceptable to the
manufacturers of the sheeting, colored transparent film, and screen ink to remove
grease, oal, dirt, smears, streaks, flnger marks, and other foreign material.
B. Wash again before firtal inspeciion after erect�on.
3.11 CLOSEOUT ACTIVITIES [N�T USED�
3.12 PROTECT[ON [NOT USEDJ
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED�
END OF SECTION
Revision I.og
UATE NAME SUMMAI�Y OF CHANGE
1 ll22/13 5. AmoEd Changes io vinyl film, added sign rcmoval bid item
CITY OF PORT WORTH West 7th Street lmpro�ements
S'L'AIVDARD CONSTRUCTIO%I SPECIFICAI'ION DOCUMENTS City Project t�ln. ID1555
Reviscd November 12, 2093
City of Fov� Wo�th
West 7`h Stre�t
DESIGN PRO�ESSIONAL RESPONSIBILITY
The Specitication Sections authenticated by my seal and signature are limited to tl�e foUowing:
DIViSION 31 - EARTHWORK
31 21 00 Fine Grading
31 23 16 Unciassified Excavation
31 23 23 BQrrow
31 24 QO Embankments
DiViSiON 3� - EXT�RIOR IMPROVEMENTS
32 91 13
32 91 19
32 93 00
32 93 43
329400
Soil Preparation
Topsoil Placement and Finishing
Plants
Trees and Shrubs
Tree Pianting
DIVISiON 33 - UTIC.ITI�S
33 46 00 Subdrainage
Q3956S] 8 DESIGN PROFESSIONAL RESPONSIBiLTTY CW - 1
09/2020
City of Fort Worth
West 7'� Street
DESIGN PRO�E�SIONAL RESPONSIBiLITY
The Specification Sections authenticaied by my seal and signature are limited to the fo[lowing:
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 80 00 Landscape Irrigation System
0395653 8 DESIGN PROFESSIONAL RESPONSIBiLITY JP - i
0912020
City of Fort Wo�-�h
West 7"' Street
SECTION 31 � l 00 - FINE GRADING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
l. Work in this section includes furnishing all labor, materials, equipment, and ser�ices
required to construct, shape, and finish earthwork to the required lines, fine grades, and
cross sections as specified herein and on the plans.
B. Related Requirements:
I. Dtvision O1 Specification Sections apply to Work of this Section.
2. Grading Plan: Refer to Details.
1.2 TEST REPORTS
A. The Contractor wi11 bear the cost of all testing requirements and will submit test reparts from a
commercial testing laborato�y as specifed herein and in the Conditians of the Contract.
13 METHOD OF PAYMENT
A. Fine g��ading ofthe earthwork is a necessary and inc�dental part of the work. The total cost will
�e included in the Bid Proposal. Payment will not be made on a unit price basis nor by any
other separate rr�easured payment method.
1.4 GENER�IL IMPORTANCE
A. Properly placed and finished earthwork accomplished by fine grading is essential to the
success of this project. The Contractor will be required to p�•ove the cornpetence and
experience of his workers and subcontractors with respect to their abilities to execute the fine
grading required on this project.
PART � - PRODUCTS
2. I TOFSOIL AND UNCLASSIFIED FILL
A. Provide imported materials obtained frorr� sources outside the project limits per
Section 32 91 13 "Soil P��eparation." There is not suffcient topsoil onsite.
PART 3 - EXECUTION
3.1 GENERAL
A. AII fine grading and corresponding const��uction shall be performed as specified herein, and
the completed worlc shall conform to the required lines, grades, and cross sections o�fthe plans.
Where topsoi� has been lost ta erosion or construction ope��ations, it shall be rep�aced.
0395651 S FiNE GRADING 31 21 00 - 1
09/2020
City of Fort Worth
West 7th Street
3.2 ALLOWABLE D�VIATION
A. The maximum allowable deviation from the required finished grades ofa line or plane shall be
a slope {gradient) of plus or rr�inus 0.5% in a horizontal dimension of 8 feet m�imum. This
shall be field testecE by using an 8-foot long straight edge. If the surface has a dev�ation of
rttore than 1/2 inch above or balow the midpoint ofthe straight edge when its ends rest on high
or Iovv points, the finished grade wil] be unsatisfactory and shaii be immediately corrected.
B. Surface gradients and flowlines rr�ay be similarly checked by the use ofstring ]ines and sutvey
instruments. The Landscape ArchitectlEngineer will be the judge of whether de�iations from
the designed gradients are acceptable or not.
3.3 �,iMITS OF WORK
A. '�he limits of areas ta be fine graded shall generally correspond to the areas to be planted. On
this project, the entire area within the lirr►its of the work shall be fine �raded.
3.4 SEQUENCE OF WORK
A. Fine grading will not begin until all undergraund instaliations are complete, in place, tested to
be working properly, and properly backfilled. Fine gradin� will not be attempted unti]
construction which invo[ves heauy vehicles is complefe. Such vehicles cause rutting and over
compaction.
B. If topsoil has been lost to erosian or construction operatio�s it shall be replaced. Topsoij shall
be provided from an off-site source a� "imported topsoil" as needed at no additional cost to the
Owner.
C. After fine grading is accomplished, it shall be the Contractor's responsibility to protect alI fine
graded areas from �ehiculat' traffic or othet� disruptive activities. Damages to the �ine graded
surfaces wi ll be restot�ed to a satisfactory condition as prescribed herein until the job is finished
and accepted. �
3.5 F1NE GRADING OPERATiONS
A. As a minimurn, the following measures will �e executed in the accor�-iplishment af fine
grading. The Contractor may elect to use additional or supplemental measures to accomplish
fine grading.
B. Topsoil shall first be pIaced and compacted �o normal density at a depth of 8 inches and shall
. be rough graded to within 0.05 foot of fnished grade.
C. Fine grading will be executed witE� any or all of the followin� or other ap�ropriate machinery:
lightweight road grader, tractor box blade, discing machinery, weighted spike harrow, and
weighted drags. Buil clozer blades or front-end loader buckets are n�t acceptable de�ices for
itne grading operations.
D. It is anticipated that some areas oftopsoif may 6ecome o�e�•compacted and resistant to proper
grading. Such a��eas will be loasened and pulverized with discing machinery and will then be
recompacted to normal density before fine grading. The use of a watering t��uck to maisten
dried and hardened areas may be necessary.
03956518 FiNE GRADING 31 21 00 - 2
091202p
City of Fort Wot�th
West 7�' Street
3.6 ACCEPTABII.ITY _
A. Satisfactorily fine graded areas shall be true in plane, even in gradient (slope), uniform ir�
surface texture, and of normal compaction. Areas of loose g�•anular soil pockets interspersed
with overcompacted soils are not acceptable.
B. The L,andscape A�-chitect/Engineer will be the judge of whether fine graded areas are
acceptable or not. Unsatisfactory areas will be regraded and corrected untiE they are
accepta6le.
C. "Blue top" finaI grade stakes in satisfacto�•ily graded areas will be Ieft in place until the
Landscape Architect/Engineer directs that they 6e removed.
3.7 EROSiON CONTROL THROLTGH COMPLETIQN �F PROJECT
A. The Contractor is responsible for the maintenance of all finished surface gradients in the
project until the praject is decla�•ed complete. Howevet�, the project will not be complete until
other wark Es complete and all ai-eas within the praject limits are satisfactorily fine graded and
all turfgrass planting areas have been established with a uniform stand as speci�ed. The
Contractor will maintain erosion control measua�es over the entire area ofthe project up until
final acceptance of the project by the Owner. '
3.8 DENSITIES
A. Topsoil: Densities of fine graded topsoil areas shall be at a minimum 95 percent of Standard
Density ASTM D 698 with minus one to plus four percentage points above that oFoptimum
moisture contetzt (-1 to +4}.
B. Other Su6grades in Gene�•al: Earth embankment shall be compacted in lii'ts at a minfmum
95 percent of Standard AASHTO Density with the moisture content between minus one to
plus fouc percenkage points above that of optimum (-1 to +4)
3,9 TESTING
A. Spot field tests of soil densities shall be required of the Contractor by the OwneE• at the
Contractor's expense at the place and time of their choosing. Any area not meeting density
contro! requirements shalI be im�nediately excavated, reconstructed, and retested, at the
expense ofthe Contractor, until satisfactory results are obtained. Up to a total of5 initial tests
may be required.
END OF SECTION
039565I8 - FINE GRADING 3l 21 00 - 3
09/2024
312316-1
UI+ICLASSIFIED EXCAVATTON
Page 1 of 5
SECTION 31 �3 16 - UNCLASSrF'IED EXCAVATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Incfudes: -
l. Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the lines, grades, and typical sections shown on the Di•awings and
removal fr-ozn siie. Excavations tnay include constructian oi
a. Roadways
b. Drainage Channels
c. Site Excavation
d. Excavation for Structures
e: Or any other operation involving the excavation of on-site materials
B. Deviations from this City of Fort Warth 5tandard Specification
l. None.
C. Related Specification Sections include, but are not necessarily Iimited to: �
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Cantract
2. Division i— General Requirements
3. Section 3 I 23 23 — Borrow
4. Section 3 I 24 00 — Embankments �
1.2 PRICE AND PAYMENT PItOCEDURES
A. Measurement and Payment
1. Excavation by Plan Quantity
a. Measurement
1) Measurement for this Item shall be by the cubic yard in its final
position using the average end area method. Limits of ineasurement are
shown on the Drawings.
2) When measured by the cubic yard in its fnal position, this is a plans
quantity measurement Item. The quantity to be paid is the quaritity
shown in the proposal, unless modified by Article 11.04 of the Genera{
Conditions. Additional measurements or calcufations wilt be made if
adj ustments of quantities are required.
b. Fayment
1) The work performed and materials furnished in accordance with this
�teEn and measured as provided under "Measurement" wil] be paid %r
� at the unit price bid per cubic yard of "Uncfassifed Excavation by
Plan". No additional compensation will be ailowed far rock or
shrinkage/swell faciors, as these are the Contractor's responsibility.
c. The price bid shall include: •
I ) Excavation
2) Excavation Safety
3) Drying
4) Dust Control
5) Reworking or replacing the over excavated material in rock cuts
6) Hauling
CiTY OP FOILT WORTH West 7�' S[reeL Improvements
STA3�lDARD CONSTRUCTION SPECTFICA'PIEJN DOCUMENTS City Yroject No. 101555
Reviscd )anuary 28, 2013
312316-2
UNCLASSIFIED EXGAVATtON
Page 2 of 5
7} , Disposal of e�cess materia! not used elsewhere onsit�
8) 5cari�cation
9) Clean-up
1.3 REPERENCES [NOT US�D]
A. Definitions
t. Unclassified Excavation — WiChout regard to fnaterials, all excavations shall be
considered unclassified and shall inc[ude all materia[s excavated. Any reference io
Rock ar other materials on the Drawings or in the specifications is solely for the City
and the Contractor's informatian and is not to be taken as a classification of the
exca�+ation.
1.4 ADMINSTRATIVE REQUIREMENTS
A. �i'he Contractor will pravicfe the City with a Disposal Letter in accordance to Di�ision O1.
1.5 SUBM�TTALS �NOT USED]
1.6 ACTION SUBMITTALS/INFORMATFONAL SUBMiTTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SLIBMITTALS [NOT USED]
1.9 QUALI'1'Y ASSURANCE
A. Exca�ation Safety
l. The Contraciar shall 6e salely responsibie for making all exca�ations in a safe
manner.
2. All excavation and eelated sheeting and bracing shall comply with the requirements
oiOSHA exca�ation safety standards 29 CFR part 1426 and state requirements.
l.l0 DELIVERY, STORAGE, AND HANDLING
A. . Storage
1. Within Exisiing Rights-of Way (ROW)
a. 5oil rnay be stared within existing ROW, easements or temporary
constructian easements, unless specifically disallowed in the Cont�•act
Documents. '
b. Do not block deainage ways, inleks or driveways.
c. Provide erosion control in accordanee with Section 3l 25 00.
d. When the Work is performed in active traffic areas, store ma#erials only in
areas barricaded as provided in the traffic control plans.
e. in non-paved areas, do not store material on the root zone af any trees or in
landscaped areas.
CTTY OP F'OR`]' WORTI{ Wesl 7'� Street ]mprovemcn[s
STAiQT]ARD CONSTRUCTION SPECIFICAT[C)N DOCUMI:N'f5 City Yroject No. ] O1555
Rcv�scd lanuary 28, 2013
312316-3
UNCLASSIFIED EXCAVAT[ON
• Page 3 of 5
2. Designated Sto��age Az�eas
a. if the Cor�tract Docutr�ents do not allow the storage of spoils within the ROW,
easament or temparary construction easement, then sec.ure and maintain an
adequate storage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Pro�ide erosion control in accordance with 5ection 3 I 25 00.
d. Do not block drainage ways.
1.1 I FIELD CONDITIONS
A. Existing Conditions
l. Any data which has been or may �e provided on subsurface conditions is not
intended as a representation or warranty of accuracy or continuity between soils. It is
- expressly understood that neither the City nor the Engineer will be respansible for
interpretations or conclusions drarvn there from by the Cantractor.
2. Data is made availahle for the convenience of the Contractor.
� . ] 2 WARRANTY [NOT USED]
PART 2 - PRODUCTS �NOT USED]
2.1 OWNER-FURNISHED [NOT USED]
A. product types and MATERIALS '
B. Materials
1. Unacceptable Fill Material
a. In-situ soils classified as ML, MH, PT, OL or OH in accordar�ce with ASTM
D2487 .
PART 3 - EXECUTION
3.I INSTALLERS [NOT USED]
3.2 EXAMINATiON [NOT USED]
3.3 PREPARATIon [NOT USED]
3.4 CONSTRUCTION �
A. Accept ownership of unsuikable or excess material and dispose of materia] off-site
accordance with local, state, and federal regulations at locaiians.
B. Excavations shall be perforrned in the dry, and kept free fi•om water, snow and ice during
construction with eh exception of water that is applied for dust control.
C. Separate Unacceptable Fill Material frorn other materials, remove from the Site and
properly dispose�according to disposal plan.
CI'fY OF FOR'C WOR`1'H West 7�` Street ]mpravements
5'I'ANDARD CON5'IRUC710N SPECI�]CA1'ION bOCUMCNTS City Project No. i01555
Revised 7anuary 28, 2013
31 23 16 - 4
UNCLASSIF[�,D EXCAVA'1'ION
Yugc 4 of 5
3.5
3.6
3.7
3.8
3.9
3.10
3.11
3.12
D.
E.
F.
G.
�I.
Maintain drainage in the excavated ai-ea to avoid darnage to the roadway sections and
proposed or existing structures.
CorrecY any damage to the subgrade caused by weather, at no additional cast to the City.
Shape slopes to a�oid loosening material below or outside the pro.posed grades. Remove
and dispose of sEides as directed.
Rock Cuts
1. Exca�ate to finish grades.
2. In the e�ent of aver exca�atian due to contractor error below the lines and grades
established in the Drawings, use approved embankment material compacted �n
accordance with Section 3l 24 00 to replace the over excavated at no additiona] cost
to City.
Earth Cuts
L Excavate to finish subgrade
2. In the event of over exca�ation due to contractor error be[aw the lines and grades
established in the Drawings, use approved embanlcment material compacted in
accardance with Section 3l 2� 00 to replace the over excavated at no additional cost
to City.
3. Manipuiate and compact subgrade in accoedance with Sectian 31 24 b0.
REPAIR [NOT USED�
RE-INSTALLATIQN [not used]
#i�ld qualzty control
A. Subgrade Tolerances
1. Exca�ate to within 0.1 foot in alI directions.
2. In areas of over excavation, Contractor provides fill material approved by the�City at
no expense to the City.
SYSTEM STARTUP [Not used]
ADJUSTING [NOT LTSED�
CLEANING [N�T USED]
CLOSEOUT ACTIVITIES [NOT.USED]
PROTECTION (NOT USED]
CITY OF FORT WORTi� Wcsl 7w 5trcet improvctncnis
STANDARD CONSTRi3CTION SPECIFTCATiON DOCCJMENTS City Yrojecl Na, 101555
Revised January 28, 2013
3t2316-5
LINCLASSIFIED EXCAVATION
Page 5 of 5
3.13 MAiNTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USGDj
END OF SECTION
C17'Y OP PORT WORTII West 7�' Stree! lmprovemcnis
5"PANDARD CONSTRUCTION SPECIPICATIOAI DDCUMEN"f5 City I'rojccl No. 101555
Revised Januaty 2R, 2013
312323-1
BORROW
Page [ of 5
SECTION 3[ 23 23 - BORROW
PART 1 - GEN�RAL
1.1 SUMMARY
A. Section includes:
1. Furnish, piace and compact Borrow materia[ for grading.
B. Deviations from this City of �'art Worth 5tandard Specification
2. None.
C. Related Specification Sections include, but are not necessarily Iirr�ited to:
1. Division 0— Bidding Requirements, Contract Forms ar�d Conditions of the Contract
2. Division 1— General Requii-ements
3. Section 31 23 16 — LTnclassified Excavation
4. Section 31 24 00 — Embankments
i.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Borrow by DeIivered Quantity
a. Measure�nent
I) Measurement for this Item shall be 6y the cubic yard of loose Borrow
material as delivered to the Site and recorcEed by truck ticket provided
to the City.
6. Payment
1} The work performed and materials furnished in accordance with this
Item and measured as provided under "Measurement" will be paid for
at the unit price bid per cubic yard of `Borrow by Delivery" delivered
to the Site and recorded by truck ticket for:
(a) Various Borrow materials
c. The price bid shall inc[ude:
] ) Transporting or hauiing material
2) Furnishing, placing, compacting and finishing Borrow
3) Construction Water
4) Clean-up
5) Dust Control
6) Proof Rolling
'7) Disposal oFexcess or waste material
8) Reworking or replacement of undercut material
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this Speci6cation refer to the current reference standard
published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. ASTM Standards
a. ASTM D2487, 5tandard Practice for Classification of Soils far Engineering
Purposes (Unifed Soil Classi#ication System)
b. ASTM D4318-10, Standard 'Fest Methods far Liquid Lim�t, Plastic Limit, and
Plasticity Index of 5oiis
CITY OF FORT WO[ZTH West 7�' Strect improvements
S"TANDARD CDN5'I'RUCT�ON SPEC[FICATION DOCUMEN'1'S Cily Pruject l+io. 101555
Reviscd January 28, 2013
c. ASTM D6913, Standard Test Methods for Pariicle-Size
(Gradation) of SoiEs Using Sier+e Analysis
d. ASTM D698, Standard Test Methods for Laba��atory
Characteristics of Soi] Using Standard Effort (I2,400 ft-Ibf/ft'}
1.4
1.5
�
1.7
].8
1.9
�1
ADMINISTRATIVE REQUIREMENT� [NOT USED]
SUBMITTALS
312323-2
BOItR(7W
Page 2 of 5
Dis#��i�ution
Compaction
A. SubmittaEs shall be in accordance with Section 01 33 Q4.
B. AE1 submittals shall be appro�ed by the City prior to construction.
C. Submit laborato�y tests reports for each soil 6orrow source used to supply general borrow
and select fill materials.
ACTION SUBMITTALS/iNFORMATIONAL SUBMITTALS
A. Shop Drawings
1. Stockpiled Borrow material
a. P�-o�ide a description of the storage oi the delivered Borrow material only if
the Contract Documents do not allow storage of materials in the right-of-way
oithe easemer�t.
CLOSEOUT SUBMiTTALS [NOT USED]
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
QUALI'TY ASSURANC�
A. Borrow material shall be tested prior to delivety to the 5ite.
1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material
�from each source.
a. All testing lisied abo�e shal! be performed in terms af ASTM D698, ASTM
D6913 and ASTM D4318-10 respectively.
DELIVERY, STORAGE, AND HANDL]NG
A. Delivery
1. Coot�dinate all deliveri�s and haul-off.
B. Storage
1. Within Existing Rights-of-Way (ROW)
a. Barrow materials may be stored within existing ROW, easements ar
temporary constructio� easements, unless specifically disa[[owed in the
Contract Documents.
b. Do not block drainage ways, inlets or d�-iveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. Store mater�als on]y in areas barricaded as pro�ided in the traffic control
plans.
e. In non-paved areas, da not store material on the root zone of any trees or in
�andscaped areas.
Cl"FY OF FORT WORTH West 7°i Strecl Itnprovements
ST.ANDARD CONSTRUC'C10N SPECIFTCATIOI�! DDCUME3�TS City Pro�¢ct No_ 1O1555
Rc�ised January 28, 2013 '
312323-3
RORRpW
Page 3 of 5
2. Designated 5torage Areas
a. If the Contract Documents do not allow #he storage of Borrow materials
within the ROW, easement or temporary construction easerr�ent, then secure
and maintain an adequaie siorage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide erosion control in accordance with 5ection 31 25 D0.
d. Do not block drainage ways.
e. Only materials used for 1 working day wili be al.lowed to be stored in the
work zar�e.
1.l t FIELD CONDITIONS [NOT USED]
� .12 WARRANTY [NOT USED]
PART�-PRODUCTS
2.1 OWNER-FURNISHED [NOT USED]
2.2 PRODUCT TYPES AND MATERIALS
A. Borrow
1. Additional soi] beneath pavements, roacEways, foundations and other structures
j�equired to achieve the e[evations shown on the Drawings. �
2. Acceptable Fill Material
a. In-situ or impo�-ted soils classified as CL, CH, 5C or GC in accordance with
ASTM D2487
b. Pree from deleterious rriaterials, boulders over 5 inches in size and organics
c. Can be placed free from vaids
d. Must have 20 percent passing the number 200 sie�e
3. Blended Fill Material
a. in-situ soils classified as SP, SM, GP or GM in accordance with ASTM
D2487
b. Blended with in-situ or innported Acceptable Fill �naterial to meet the
requirements of an Acceptab]e Fill Material
c. Free from deleterious materials, boulders over 6 inches in size and organics
d. Must have 20 percent passing the number 2�D sieve
4. Select F'ill
a. Classified as SC oi- CL in accordance with ASTM D2487
b. Liquid li�nit less than 35
c. Plasticity index between 8 and 20
5. Cement Stabilizecf Sand (CSS)
a. Sand or silty sand �
b. Free of clay or plastic material
c. Minimum of 4 percent cement conient of Type I/II portland cemenk
d. 100 io 1 SO psi compressi�e st�•ength at 2 days in accordance with ASTM
D i 633, Method A
EITY OF FOAT WORTFI West 7�' Streel �mptovcments
STANDAAD CONSTRUCT[DN SPECiFiCATION DOCUMTiIVTS City Prajecl irTu. 101555
Revised lanuary 28, 2013
312323-4
BORROW
Pxgc 4 of5
e. 20U to 250 psi corelpressive strength at 23 days in accordance with ASTM
D1633, Method A
f. Mix in a stationary p�ug miI[, weigh-batch or continuous mixing plant
2.3 ASSEMBLY OR FABRiCATiON TOLEItANCES [NOT USED�
2.4 ACCESSOR(ES [NOT USED]
2.5 SOURCE QUALCTY CONTROL [NOT USED]
PART 3 - EXECUTiON
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ]NSTALLATION
A. All Bart�ow placement shall be pet�formed in accordance to Section 31 24 00.
3.5 REPAIR [NOT US�D]
3.b RE-CNSTALLATiON [NOT U5ED]
3.7 FiELD QUALITY CONTROL
A. Field quality conirol will be performed in accordance io Section 3] 24 00.
3.8. 5Y5TEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3. l 1 CLOSEOUT ACTIVITiES [NOT USED]
3,12 PROTECTION [NOT iTSED]
CITY O�' FORT WOl2TH West 7'}' Slrcc[ Improvements
STANDARD CON53�RiIC"i]ON SPECiPICATI�N DOCUMENTS City Ptoject No. l O1555
I2evised January 2&, 2Q13
312323-5
$OiiRpW
Yage 5 of 5
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END O�' SECTION
CITY O� FORT WORTII Wcst 7`�' Street [mpro�errtents .
STANDARD CONSTiiUCTIOIV SPECIFICATION DOCi3MENT5 City PrajectNo. 1D1555
Revised January 28, 2013
31 24 00 - I
Eiv1BAi�IKMGNTS
Page 1 of 9
SECTION 31 24 QO - EMBANKM�NTS
PART]-GENERAL
I.I SUMMARY
A. Section Includes:
1. Transporting and placement of Acceptable Fill Material within the boundaries of the
Site for construction of
a. Roadways
b. Embankments �
c. Drainage Channels
d. Site Grading
e. Any other operation involving tlie pSacement of on-site materials
B. Deviations from this City of Fort Worth Standard Specification
1. Nnne.
C. Related Specification 5ections include, but are not necessarily limited to:
1. Division D— Bidding Requirements, Contract Forrr�s and Conditions of the Caniract
2. Division 1— General R�quirements �
3. Section 31 23 16 -- Unclassified Excavation
=f. Section 31 23 23 — Borrow
1.2 PRICE AND PAYMENT FROCEDURES
A. Measurement and Payment
1. Embankments by Plan Quantity
a. Measurement
1) Measurement for this Item shall be by the cubic yard in its final
position using the average end area method. i.imits of ineasurement are
shown vn the Drawings. ,
2) When measured by the cubic yard in its fnal positiQn, this is a plans
quantity measurement Item. The quantity ta be paid is the quantity
shown in the proposal, unless modified by Article 1 1.04 of the General
Conditions. Additional measurements or calculations will be made if
adjustments of quantities are required.
b. Payment
1) The work performed and materials furnished in accordance with this
Item and measured as provided under "Measurement" will be paid for
at the unit price 6id per cubic yard of "Embankment by Plan". No
additional compensation will be allowed for rock or shrinkage/swell
factors, as these are the Contractor's responsibility.
c. The price bid sha11 include: �
1} Transporting or ha�ling materiai
2) Placing, compacting, and finishing Embankment
3) Construction Water
4) Dust Control
5) Clean-up
6) Proof Rolling '
7) Disposal of excess �aterials
8) Reworking or replacement of undercut materiai
CITY OF rORT WORTFI Wcst 7�' Slreet Improvements
5TAIVDARD COiVSTRUCTION 5PECT�TCATION DOCUMENTS Ciry Project No. 101555
Revised 7anuary 28, 2D13
312400-2
Eiv1T3ANKMT;�'l'S
Page 2 of 9
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current referenee standard
published at the time of the latest revision date Iogged at the end oF this
specification, unless a date is specifically cited.
2. ASTM Standards
a. ASTM D�318-10, 1"est Procedure for Dete�nining Liquid Limit, Plastic
Limit, and Plasticity [ndex of Soils
b. ASTM D4943-OS, Standard Test Method for Shrinkage Factors of Soils by
the Wax Method
c. ASTIbt D698-07e1, Standard Test Methods for Laboratory Campaction
Characteristics oFSoil Using Standard Effort
d. ASTM D1557-09, 5tandard Test Methods for Laboratory Compaction
Characteristics of Soil Using Modified EfFort
e. ASTM D'1382-08, Standard Test for Determination of Maximum Dry Unit
Weight and Wate�• Content Range for Effective Compactian of Granular Sails
LTsing a Vibrating Hammer
f. ASTM D1556-07, Standard Test for DensEty and Unit Weight of Soi1 In-Place
by the Sand Cone Method
1.4 ADMiNSTRAT�VE R�QllIR�MENTS
A. Sequencing
1. Sequence wor[� such that calls of proctors are complete in accordance with AS'�M
D698 prior to commencement of construction activities.
1.5 SUBMiTTALS
A. Submittals shall be in accordance wi#h Section O1 33 00.
B. AE1 submittals shall be appraved by the City prior to construction
1.6 ACTiON SUBMITTAL5/INFORMATiONAI.. SUBMITTALS
A. Shop �rawings
1. Stocl�piled material
a. Provide a description af the storage of the exca�ated material only if the
Contract Docurr�ents do not a11ow storage of materials in the right-of-way or
the easement
1.7 CLOSEOUT SUBMiTTALS [NOT USED]
1.8 MAINTBNANCE MATERiAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSLTRANCE [NOT USED]
CITY OP FORT WOATH West 7�' Street improvcments
STANTIARI� C(3N5'1�RUC`fIQN SPECIFICATION DOCUMT:I�ITS City Projec[ No, 101555
Reviscd January 2S, 2013
312400-3
SMBANKM�NTS
Page 3 nf 9
1. ] 0 DELiVERY, STORAGE, AND HANDLING
A. Stot�age
1. Within Existing Rights-of-Way (ROW)
a. Soil may be sto��ed within existing ROW, easetnents or temporary
construction easements, unless specifically disallowed in the Contract
Documents.
b. Do not biock drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 3l 25 00.
d. When the Work is perfoi�ned in active traffic areas, store materials only in
areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on the tnot zone of any Crees or in
landscaped areas.
2. Designated Storage Areas
a. if the Contract Documents do not allow the storage within the ROW,
easement or ternporary construction easement, then secure and maintain an
adequate storage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provicie �z�osion control in accordance with Section 31 25 00.
d. Do not block drainage ways.
1.11 FIELD CONDITIONS
A. �xfsting Conditions
I. Any data which has been or may be provided on subsurface conditions is not
intended as a representation or warranty of accuracy or continuity between soils. Tt is
expressfy understood that neither the City nor the Engineer will be responsible for
interpretations or conclusions drawn there from by the Contractor.
2. Data is made available for the convenience oithe Contractor.
1.12 WARRANTY [NOT USED]
PART�-PRODUCTS
2.1 OWNER-FURNiSHED [NOT USED]
2.2 PRODUCT TY�'E5 AND MATERIALS
A. Materials
1. Acceptable �'ili Materia]
a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with
ASTM D2487
b. Free from deleterious materials, bou[ders over 6 inches in size and organics
c. Can be placed free ft•om voids
d. Must have 20 percent passing the number 204 sieve
CiTY OF FORT WQ[iTFi Wcst 7�' Slree[ Improvements
STANDARD CpNSTRUCTION 5i'ECIFICATlON DOCIJNEENTS Cily Prpject No. 101555
Rcviscd January 28, 2013
3�Zaoo-a
En�s�ANxnArNzs
Page 4 of 9
2. Blended Fill Material
a. Cn-situ soi3s classifed as GW, GP, GM, SW, SP, or SM in accordance with
. ASTM D2487
b. Blended with in-situ or imported acceptable backfill material to meet the
requirements of an Acceptable Backfill Material
c. F'ree from deleterious materials, boulders over 6 inches in size arid organics
d. Must ha�e 20 percent passing the nutnber 200 sieve
3. Unacceptable Fill Material
a. In-situ soils classified as ML, MH, P"I', OL or OH in accordance with AS'i'M
D2487
4. Select Fill
a. Classified as SC or CL in accordance with ASTM D24$7
b. Liquid limi# less than 35
c. Plasticity index between 8 and 20
2.3
2.4
2.5
ASSEMBLY QR FABRICATION TOLERANCES �NOT USED]
ACCESSORIES [NOT USED�
SOURCE QUALiTY CONTROL [NOT USED]
PART 3 - EXECUTION
3. ] INSTA�.LERS [NOT US�D]
3.2
3.3
EXAM]NATION [NOT USED]
PREPARATION
A. Protection of In-Place Conditions
1. Pa�ement �
a. Conduct activities in such a way that does not damage existing pa�ement that
is designated to remain.
b. Repair or replace any pavement damaged due to the negligence of the
contractor outside the limits designated for pavement remo�al at no additional
cost
2. Trees
a.
b.
c.
When operating outside of existing ROW, stake permanent and temporaiy
construction easements.
Restrict all constt-uction activities to the designated easements and ROW.
Flag and protect aEl trees designated to remain in accordance with Section 31
10 00.
CTTY OF' FOR`i' WORTI[ West 7i° Street TmprovcmcnLs
STAidDARD CDNSTRlICTION SPECIFICATTON nOCUM�NTS Ciry Project Aio. 101555
3tevised January 28, 2013 �
312400-5
CMBATVKMENTS
Pa�e 5 of 9
d. Canduct em6ankments in a manner such that there is no damage to the tree
canopy.
e. Prune ar t�im tree ]imbs as specifcal{y allowed by the Drawings or as
specifically a[lowed by the City.
1) Pruning or trimming may only be accomplished with equipment
specifically designed for tree pruning or trimming.
3. Above ground Structures �
a. Protect all above ground structures adjacen� ko the construction.
4. Traff c
a. Maintain existing trai�c, exc�pt as modifed by the traffic control plan, and i.n
accordance with Section 34 71 13.
b. Do not b�ock access to driveways ot- al�eys for extended periods of time
unless:
1) Alternative access has been provided
2) Proper noti�cation has been provided to �he praperty owner o�� resident
3) It is specifically allowed in the traffic control .plan
3.4 INSTALLATION
A. Embankments General
l. Placing and Compacting Embankment Materiai
a. Perfarm f II operation in an orderly and systematic manner using equipment in
proper sequence to meet the compaction requirements
b. Scarify and loosen the unpa�ed surFace areas, except rocic, to a depth of at
least 6 inches, unless othetwise shown on the Drawings
c. Place fill on surfaces free ft•om trees, stumps, roots, vegetation, or other
de�etecious materials
d. Bench slopes before placing material. �
e. Begin filling in t�e lowest section or the tne of the work area
f. When fill is placed directly or upon older fill, remove debris and any loose
material and proof t�oll existing surface.
g. After spreading the loose lifis to the required thiclrness and adjusting its
moisture content as necessary, simultaneously recompact scarified material
with the placed embankment material.
h. Aoll with sufficient number passes to ac�ieve fhe minimum required
compaction_
i. Provide water sprinkled as necessary to achieve required moisture levels for
specified compaction
j. Do not add additional lifts unti! the entire previous lift is prnperly compacted.
2. Surface Water Control
a. Grade surface harizontally. but provide with sufficient Iongitudina! and
transve�•se slope ta allow for runoff of surface water fi•om e�ery point.
b. Conduct fills so that no nbstruction to drainage from any other sections of fill
is created.
c. install temporary dewatering sumps in low areas during flling where excess
amounts of runoff collect.
d. Cornpact uniformly throughout. Keep surfaces of fill reasonably smoot� and
free fram humps and hollows that would prevent proper uniform compaction.
CITY OF FQRT WORTH � Wcsl7'^ Street Improvements
STANT)ARD CnNSTRUCT10i�T SPrCIFICA"�ION DOCUMENTS City Project No_ 101555
Reviscd 7anuary 28, 2013
� 312400-6
EMF3AiJTGMEI�TS
Pagc f� uf 9
e. Do not pEace fil[ during or shortly after rain events which prevent proper worl�
p[acement of the material and compaction
f. Prior to resuming compaction operations, remove muddy material off the
surface to expose firm and compacted materials
B. Embanlrnlents for Roads
!. Only Acceptable Fi[[ Material wi�Il be allowed for roadways
2.� Embankments for roadbeds shall be constructed in iayers approximately parallel to
the fnished grade of ihe street
3. Construc# generafly to conform to the cross section of the s�bgrade section as shown
in the Drawings.
4. Establish grade and shape to the typical sectians shown on the Drawings
5. Maintain finished sections of embankment Co the grade and compaction
requirements until the project is accepted.
C. Earth Embankments
1. Earth embankment is mainiy composed of material othez- than rock. Construct
embankments in successi�e layers, evenly distributing materials in lengths suited for
sprinkling and rolling.
2. Rock or Concrete
a. Obtain approval fronn the City prior to incorporating rock and broken concrete
produced by the construction project in the Iowet� layers of the embankment.
6. No Rock or Concr.ete will be peemitted in embankments in any lacation where
futtire utilities are anticipated.
c. When the size of approved rock or broken concrete exceeds the layer
thickness place the rock and concrete outside the limits oi the proposed
structure or pavement. Cut and remove all exposed rein%rcing steel from the
broken concrete.
3. Move the �nateriat dumped in piles or windrows by blading or by sirrtiEar methods
and incorporate it into uniform layers.
4. Featheredge or mix ab�tting layers of dissimilar material for at Eeast 100 feet to
ensure there are no a6rupt changes in the material.
5. Bt�eak down c[ods or lurnps of ina#erial and mix em6ankment .until a uniforrr►
material is attained.
D. Rock Embankments
l. Rock embankment is mainly composed of rock.
2. Rock Embankenents far roadways are on[y allowed when specifically designated on
the Drawings.
3. Construct rock embankments in successi�ve layers for the full width of the roadway
c�-oss-section with a depth of l 8-inches ar less.
�4. The layer depth for large rock sizes shall not exceed a depth of l8-inches in any
case. Fill voids created by the large stone rnafrix with smalle�- sto�es during the
placement and filling operations.
5. Ensure the depth af the embanKment layer is greater than the maximum dimension
of any rock.
6. Do n�t place rock greater than 18-inches in its maximum dimension.
7. Construct ihe tinal layer wi#h graded materia� so that the density and uniforrnity is in
accordance compact�on requirements.
S. The upper or fnal layer ofrock embankments shall contain no material larger than 4
inches in their maximum dimension.
CCCY OF FORT WORT�H West 7'� Street Tmpru�emenis
S'TANDARD CON51�RlIC'fIQN SPF.,C[PICA"C[ON DOCUMrNTS City Pro_ject Na. 101555
Revised 7anuary 2$, 2013
312400-7
EMBANKMENTS
Pagc 7 of 9
E. Density
1. Compact each layer until Ehe maximum dzy density as determined by ASTM D698 is
achieved.
a. Not Under Roadway or Structure:
1) areas to be compacted in the open, nat beneath any structure, pavement,
ilatwork, or is a minimum of 1 foot outside of ihe edge of any structure,
edge of pa�ement, or back of cur6.
(a) Campact each layer to a minimum of 90 percent 5tandard
Proctar Density..
b. Embankments under future paving:
1) Compact each � Iayer to a m inimum of 95 percent standard proctor
density with a moisture content not to exceed +4 percent or -2 percent
of optimum moisture or as indicated on the Drawings
c. Embankments under stz•uctures:
I} Compacted each layer as indicated on the Drawings
F. Maintenance of Moisture and Rewor�Cing
1. Maintain the density and moisture contenf once all requirements are rr�et.
2. For soils with a PI greater than 15, maintain the moisture cantent no lower than 4
percentage points below optimum.
3. Rework the material to ohtain the specified compaction when the materia[ loses the
required stability, density, moisture, or finish.
4. Alter the com}�action methods and procedures on subsequent wo��k to obtain
specified density as directed by the City.
3.5 REPAiR �NOT USED]
3.6 RE-iNSTALLATION [NOT USED]
3.7 FIELD QUAILITY CONTROL
A. Field Tests and Inspections
l. Froctors
a. The City will perform Proctors in accordance with ASTM D698.
b. Test results will gene�ally be available to within 4 calendar days and
distributed to:
1) Contractor
2) City Project Manager
3) Gity Inspector
4) Engineer
c. Notify the City ifthe characteristic ofthe soit changes.
d. City will perforrr� new proctors for varying soils:
1) When andicated in the geot�chnical in�estigation in the Appendix
2) If �otified by the Contractor
3) At the convenience of the City
e. Embankments where different soil types are preser�t and are blended, the
proctors shall be based on the mixture of those soils.
2. Proaf Ralling
a. Embankrnents under Future Pavement
1) City Project Representati�e must be on-site during prooF rolling
operations.
C1TY O� PORT WORTH Wesi 7�' Street Tmpravements
STANDARD CONSTRUCTION SPECIFICATIOH DOCUMF;NTS City Project No. 1O1555
Revised January 28, 2013
312400-8
P.MRANKMENTS
Page 8 of 9
2) Use equipment that�will apply sufficient load to identify soft spots that
rut or pump.
(a) Acceptable equipment includes fully loaded single-a�cle water
ti-uck with a 1500 gallon capacity.
3) Make at least 2 passes with the proof roller (down and back = 1 pass).
4) Offset each ta�ip 6y at most 1 tire width.
5) If an unstable ot� nan-uniform area is found, correct the area.
6) Correct
(a} Soft spots that rut or pump greater than 314 inch.
(b} Areas that are unstable or non-uniform
7) If a non-uniform area is found then correct the area.
b. Emban�Crr►ents Not Under Future Pa�ing
1) No Proof Rolling is required.
3. Density Testing ofEmbankments
a. Density Test shall be in conformance with ASTM D2922.
b. For Embankrnents under future pavement:
1) The City will perform density testing twice per working day when
compaction operations are being conducted.
2} 7'he testing lab shal! take a minimum of 3 density tests, 6ut the number
of test shal] be appropriate for the area being compacted.
3) Testing shall be representaiive af the current lift being compacted.
4) 5pecial attentian should be placed on edge conditions.
c. For Embankrnents not under future pa�ement or sY�-uctures:
1} The City will perform density testing once working day when
compaction operatinns are bein�; conducted.
2) The testing lab shall take a minimum of 3 density tests.
3} Testing shall be representati�e of the current lift being compacted.
d. Make the area where the emban[cment is being placed availa6le for testing.
e. The City will determine the location of the test.
f. The City testing Iab will provide resu9ts to Contractor and the City's Inspector
upon completion of the testing.
g. A formal report will be posted to the City's Buzzsaw site within 48 hours.
h. Test reports shail include:
1} Location of test by station number
2) Time and date of test
3) Depth oftesting
4) Field moisture
5) D�y density
6) Proetor identifier
7) Percent Proctor Density
B. Non-Confarming Wor[c
1. All non-conforming work shall be removed and replaced.
3.8 SYSTEM ST�RTUP [NOT USED]
3.9 ADJUSTiNG [NOT USED]
3.10 CLEANiNG [NOT USED]
CTTV OP FORT WORTH West 7°i Street Tmprovements
STANT]ARD COI�lSTRUCTIO�T S3'ECIPICATTON DOCUMENTS � City Prnject No_ l O1555
Rcviscd January 28, 2013
�� Zaoo-9
EMBANKiviL:T�TTS
Page 9 of 9
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3. I 2 PROTECTiON [NOT USED]
3.13 MAINTENANCE [NOT USED]
3. [ 4 A�"TACHMENTS [NOT USED]
END OF SECTION
CI7'Y O� PORT WORTC-I West 7�' S[recl impro�ements
STANDA[iD CONSTRL1CTiONF SPECIFICATIO�T DOC[IMEN"1�5 City Projccl No. 101555
Revised January Z8, 2013
City of Fo�•t Worth
West 7th Streei �
SECTiON 3x 80 00 - LANDSCAPE IRRIGATiON SYSTEM
PART 1 - GENERAL
1.1 SCOPE
A. Furnish all work and materials, appliances, tools, equipment, facilities, transportation, and
services necessary for and incidental to perfot•ming ali operations in connection with the
instal�ation ofunderground sprinklet• irrigation system complete, as shown on drawings and/or
specified he►•ein. When the term "Contractor" is used in this section, it shall refer to the
irrigation Subcontractor.
1.2 QUALITY ASSURANC�
A. Tk�e following Codes, Regulations, Reference Standards, and Specifications apply to work
included in this section: ASTM: D2241, D2464, D2466, and D2564.
1.3 WARRANTY AND MAINTENANCE
A. The Contractor shall warranty material and workmanship for one year after final acceptance
including repair and replacement of defective materials, woricmanship, and repair of backftll
settlement.
B. Maintenance during warran#y shall include, but not necessarily be limited to, the foliowing:
1. Adjustment of sprinklet• height and �tum6 to compensate fot� settlement and/or plant
growth.
2. Backfilling of all trenches.
3. Adjustment ofk�ead coverage (arc oispray) as necessary.
4. Unstopptng heads plugged by foreign material.
S. Adjustment of controller as necessary Co insure proper sequence and watering time.
6. All maintenance. necessary to keep the system in good operating order. Repair of
damage caused by �andals, other contractors, or weather conditions shalt be considered
extt•a to these specifications.
C. Warranty and rnaintenance after final acceptance does not include alterations as necessitated
by re-lancEscaping, re-grading, addition of t�•ees ot• the addition, and/or changes in sidewalks,
walls, driveways, etc.
1.4 SUBMiTTALS
A. The Cont�•actor shall submit shop drawings or rnanufacturer's "cut sheet" for each type of
sprir�cler head, pipe, controller, valves, check valve assemblies, valve boxes, wire, conduit,
fittings, and all other types of fixtures and equipment proposed to install on the job. The
submittai shall include the manufactu�'er's name, model number, equipment capacity, and
manufacturer's instaIlation recommendation, if applicable, fai• each proposed item.
B. No partial submittal will be accepted, and su6init#als shail be neatly bound inta a brochure and
logicaliy organized. Aftei• the submittal has been approved, substitutions will nn� be allowed
except by written conseni of #he Landscape Architect.
C. Shop drawings shall include dimensions, elevations, construction, details, arrangements, and
capacity of equipment, as well as manufacturer's installation recommendations.-
0395651 S LANDSCAPE IRRIGATION SYSTEM 32 80 00 - I
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City of Fort Worth
West'7�h 5treet
I .5 "APPROVED EQUAL" 5UB5"I"TTUTTONS
A. Where items on the plans are specitied by a manufacturer's brand name and calalog number,
followed by the phrase "ar approved equal.". �'his is not intended io unduly restrict competitive
procurements o�• bidding, but is done to assure aminimum standard ofqualiry which is belie�ed
to be best f�r the item specified and to match existing equipment.
1.b CODES/PERMITS
A. All work tuider this section shal] comply with the prov�sions of these SpeciFcations, as
illustrated on the accompanying drawings, o�� as directed by the Owner and shall satisfy ail
applicable loca] codes, ordinances, or reguia�ions of the go�erning bodies and all autharities
hauing jurisdiction over this Project.
B. installaEion of equipment and materials shall be done in accordance with requirements of the
Natianal Electrical Code, City Plumbing Code, and standaed plumbing procedures. The drawings
and these Specifcations are intended to comply with all t1-►e necessary rules and regulations;
however, som� d�screpancies may occur, the Contractor shall immediately notify the Landscape
Architect in writing of the discrepancies and apply for an interpcetation. Should the discoveiy
and notification occur after the execution of a conh�ac#, any additional work required far
compliar�ce with tile regulations shall be paid for as covered by ihese Contract documents.
C. The Contractor shall give all necessary notices, obtain all permits, and pay al l costs in cannection
with his wark, file with all governmental departments ha�+ing jurisdiction; obtain all r�quired
certificates of inspection fot� his work and deliver to the Owner.
D. The Conteactor shall include in the wark any labor, materials, secvices, apparatus, or drawirigs in
order to comply with all applicable laws, ordinances, rules, and regulations whether or not.
showtt on the drawings and/or specified.
1.7 EXISTING UTILITIES
A. Locations and elevations of various utilities included with the scope af this wor�C haue been
obtained from the most reliable sources available and should serve as a general guide without
guarantee to accuracy. The Contractor shall examine the Site and verify ta his awn satisfaction
the locatians and elevation of all utilities and availability of utilities and seivices required. The
ContracEor shall inform himself as to their rela#ion to the work and the submission of bids shall
be deem�d as e�+idence thereof. The Contractor shajE repair at his aw� expense, and to the
satisfaction of the Owner, for damage to ar►y utility shown or not shown an the plans.
B. Should utilities not shown on the plans be found during exca�ations, Contractor shall ptomptly
notify the Owner for instructions as to furt�►er action.
C. Contractoe shall make necessary adjustments in the layout as may be rcquired to connect to .
existing stub-outs, should such stub- outs not be located exactly as shown and as may be rec�uired
to work around exis#ing work, at no inarease in cost tn the Owner. All such wo��k will be
recorded on record drawings and tumed o�er to the Owner prior to final acceptance.
1.8 RECORD DRAWINGS
A. Record dimensioned locations and depths for each of the fo�iowing:
1. Point of connection.
2. Sprin�Cle�• pressure line routing (provide dimensions %r each 1 �0'iineal feet {maximum)
along each rou#ing, and for each change in directions).
3. Gate �alves.
4. Sprin�Cle►• control valves {buried only).
03956518 LANDSGAPE iRRIGATiON SYSTEM 32 $0 00 - 2
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City of Fo�•t Worth
West 7��' Street
5. Control wire rauting.
6. Other related items as may be directed by the Landscape Architect.
B. Locate ail dimensions from two perrnanent points (buildings, monuments, sidewalks, cur6s, or
pavements).
C. Record all changes whieh are made from the Contract drawings, including changes in the
pressure and non-pressure lines.
D. Record all required informatian on a set of reproducible drawing files.
E. Maintain information daily. Keep Contract drawings at the Worksite at alI times and available
for review by the Owner's representative.
1.9 GONTROLLER CHARTS
A. Do not prepare chat�ts until record drawings have been appraved by Che Owner's
representative.
B. Provide one controller chart for each automatic controller instalEed.
1. Chart rreay be a reproduction of the �•ecord drawing, if the scale permits fitting within
the controller door. If photo reduction prints are required, keep reduction to maximum
size possible to retain full legibility.
2. Chai-t shall be blac�Cline print oFthe actual sy�tem, showing the area covered by that
contrailer.
C. Identify the area of covei•age of each remote control valve, using a distinctly different paste]
color, drawn over the entire area of coverage.
D. Following approval of charks by ihe Owner's representative, they shall be hermeticaliy sealed
between two layers of 20 mil. thick plastic sheet.
E. Charts must be completed and approved prior to final acceptance of the irrigation system.
1.10 OPERATING AND MAINTENANCE MANUALS
A. Provide individual bound manuals detailing operating and maintenance requirements for
irrigation systems.
B. Manuals shall be delivered to the Owner's representative for review and approval no katerthan
10 days prior to completion ofwork, lZevise manual as requEred.
C. Provide descriptions oF all installed materials and systems in sufficient detail to permit
maintenance personnel ta uncierstand, operate, and tnaintain the equipment.
D. Provide the following in eaeh manuaL• .
1. Index sheet, stating Irrigation Contractor's name, address, telepho�e number, and name
of person to contact.
2. Duration of guarantee period.
3. Equipment list providing the following for each item:
a. Manufacturer's name.
b. Make and model nurrrber.
c. Name and address of local manufactui•er's representative.
d. Detailed operating and maintenance instructions nf major equipment.
4. Recommended programs for watering by season.
l.11 CHECKLiST
A. Provide a signed and dated checklist ancE deliver to the Owner's representative prior to final
acceptance of the work.
B. Use the folIowing format:
t. Plumbing permits: if none required, so note.
03956518 LANDSCAPE IRRIGATION SYSTEM 32 80 00 - 3
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City of Fort Worth
West 7��' Street
2. Matert�ial appro�als: approvecf by and date.
3. Pressu�•e line.tests: by whom and date.
4. Recor•d Drawings: received 6y and date..
5. Controller charts: received by and date,
6. Materials furnished: recei�ed 6y and date.
7. Operation and maintenance manuals: received by and date.
8. System and equipment operation instructions: recei�ed by and date.
9. Manufacturer's warranties if required: recei�ed by and date.
10. Written guarantee: received by and date.
1.12 ELECTRIC POWER (None Required)
A. Controllers are solar-powered and need no electric meters.
1.13 WATER FOR TESTING
A. Unless noted otherwise on the plans or elsewhere, furnish a1l water necessaty for testing,
flushing, ar�djetting.
l.l4 BORINGS, SLEEVES AND ELECTRiCAL Ct�NDUITS
A. S leeves and electrical conduits are the responsi6ility of the irrigation Contractor to install prior
fo paving or related consCruction and should be installed as noted on th� drawin�s and
specifications. Contractors shali 6e responsi�ble for locating all slee�es and conduits at no
acfditional cost to the Authority. Borings under existing paving will be required where noted on
the drawings and shall be provided at no additionai cost to the Ownet�. Borings shall be a
minimu►n of 18-inch depth arid new pipes shall be incased in PVC sleeves as not�d on the
plans.
PART Z - PRODUCTS
2.1 GENERAL
A. Unless otherwise noted on the plans, all materials shall be new and unused. 'T'he irrigation
equipment catalog nurnbers used for reference in these Specifications are to establish
minimum quality standards and may be substituted with an "approved equal" as outlined in
Parag�•aph 1.5 of this section.
2.2 POLYVINYL CHLORIDE PiPE (PVC PiPE)
A. PVC pipe manufactured in accordance with ASTM Sta�dards noted herein.
B. Marking and Identification: PVC pipe shall be continuously and permanently marked with
following information: Manufac#urer's name, size, type of pipe, and material, SDR number,
Product Standard number, and the N�F {National Sanitation Foundation) Seal.
C. PVC pipe fittings: Shall be of the same matert�ial as the PVG pipe specified and compatibfe
with PVC pipe furnished. So[vent we[d type fittings shall be Schedule 40.
D. PVC Pipe: Sl�al] be as noted on the plans. Sizes up to 3-inch diameter sl�al] be solvent weld
type. Pipe sizes of 4-inch diarr►eter and larger• shall be o-ring gasket type with ductile iron
gasket fittings.
E. Flexible PVC Risers (Nipples): All flexibie PVC nipples shall be made from virgin PVC
material, and shall comply with ASTM D2287, shall 6e tested at 200 P.S.i. static pressure for 2
0395b51 S LANDSCAPE IRRIGATiON SYSTEM 32 80 00 - 4
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City of F'ort Woi�.h
West 7�h Street
hours and ha�e a quick burst rating of a minimum 400 P.S.I. Flexible PVC pipe nipples shall
be factory assembled only.
F. Pipe sleeves: Shall be as noted on the plans.
2.3 SWING 101NT5
A. Swing joints shall be O-ring seal type, Lasco or approved equal.
2.4 WIRE AND SPL�CES
A. Valve wire shali be as noted on the plans, minimum 14 gauge with type UF insulation which is
Underwriters Laboratory approved for direct underground burial when used in a National
Electrica[ Code Class II Circuit (30 volts f1C or less} as �er Articles 725 and 300. Voltage
drop shall be taken into consideration.
�. AI[ connectors shali be UL listed, cated b00 volt, forPVC insulated wire. No wire splices shall
be buried.
C. Al1 wire connectors shall have a two-piece PVC hoasing which, when filled with resin epoxy
and pressed togeth�r, forms a permanent, one-piece, moistur�-proof wire splice.
2.5 QUICK COUPLING VALVES
A. Quick coupling valves shall be composed of a bronze cast body with a purple, (NP) cover.
B. The valve shall accept a single lug �/4-inch bronze valve key for operation unless noted
otherwise.
C. Provide one couplei� and one hose swivel ell for every five quick coupling valves shown on the
plans.
2.6 MANUAL VALVES
A. Unless noted otherwise, manua[ valves 2-1/2 inches and smalle� shali be ali brass, globe type
with compositior� disc rated at 150 pounds W.O.G. Manual va�ve size 4 inches and la�-ger shalI
be Kennedy cast iron type.
B. A11 vaEves sha�I have wheel handles unless cross handles are called for on the plan.
2.7 VALVE BOXES
A. A box shall be provided for aIl valves.
B. Valve boxes shall be made of high-strength�plastic suitable for turf irr-igation pua•poses.
C. Boxes shall be suitable in size and configuration for the operability and adjustment of the
vaive.
D. Extension sections wil� be used as appropriate to the depth of pipir�g.
E. A!! valve box covers shall bolt down or have locking mechanisms and shall be colored green
or black as selected by the Contracting Officer, or purple where required, as noted.
2.8 DRIP TUBE WITH PRESSURE COMPENSAT]NG EMITTERS
A. Drip tube shall be ofthe manufacturer and model as noted on the plans. Pressure cornpensating
emitters with internai chec[c valves are requi��ed unless noted otherwise.
039565 � S LANDSCAPE iRRiGATION SYSTEM 32 80 40 - 5
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City of Fort Wa�-th
West 7"' Street
2.9 BARBED [NSERT FITT[NGS
A. All barbed insert fittings shall be constructed ofrnoEded, ultra-�io[et-resistant plastic ha�ing a
nominal inside dimension (I.D.) of 0.24 inch.
B. Each fitting shall have a minirrtum oftwo ridges or barbs per outlet with a raised barb nearest
the fitting outiet. All fittings shall be of one manufacturer and shall be available in one of the
following end con�gurations:
l. Bar6ed insert fittings;
2. Male pipe threads (MPT) with barbed insert fittings, or;
3. Female pipe threads {FPT) with barbed insert fittings.
2.10 CONTROLLER
A. 'i'he irrigation controllers shall be as nated an the plans. 'I'he system may be designed to
operate one section �alve at a time, per controller unless otherwise noted.
S. Power source shall be solar, No l 10� A.C. shaE! be required.
C. Operation of the contraller shall be fully automatic, incorporating one 24-hour clock and
14-day calendar pe�- controlled number of electric vai�es shown on the plan to start the
sprinlcting cycie any hour or hours of the day or night of any day or days o�er a repeating
14-day period.
D. The controller shall be capable ofrepeating watering cyc[es as required with a tnaximum delay
between the ending of one cycEe and the 6eginning of the next not to exceed 2 hnurs. Control
shall pro�ide optional semi-autornatic operation whet�eby th� automatic cycle may be sta�-ted
independent ofthe clock and manua] operation whereby any station may be operated by hand
incEependent oFall timing mechanism. The choice of automatic day or hour programmir�g shall
be available to the operator on the face of the control panel without the use of tools. '
E. The automatic contraller shall be equipped with rainproof housing.
2,11 E�,ECTItiC REMOTE CONTROL VALVES
A. Elect�-ic remote control valves shall have plastic bodies and co�ers and shall 6e gIobe-type
� diaphragm val�es of normally closed design. The valves are specified on the drawings.
B. Operation shall be accomplished by means of integrally mounted hea�y-duty 24-V DC
solenaid complying wit� National Elect�•ical Code, Class Ii Circuit. Solenoid coiI shall be
potted in epoxy resin within a plastic coated, stainless steel housing. Solenoids shall be
completely �svaterproof, suitable for direct undergro�nd burial.
C. A flow sterr� adjustment shal] be included in each valve.
2.I2 13ACKFLOW PREVENTER (DOUBLE CHECK TYPE)
A. Doubie- check type backflow pre�ention device shatl be loeated and�sized as shown on the
pians. The DCS De�ice is speciFied on the drawings.
B. Construct�on shall be all brass for sizes 3/4- to 2-inches.
C. This assem6ly shal[ be installed �er City code requirements.
2.13 TEMPERATURE SENSORS & RAIN SENSORS
A. Rain and freeze sensars shall be provided and installed as noted on the plans.
PART 3 - EXECUTION
03956518 LANDSCAPE iRR[GATION SYSTEM 32 SD 00 - b
Q9/2020
City af Fa�•t Worth
West 7�' Street
3.1 iNSTALLATION, GENEAAL
A. Design Pressure: This ir�•igation system has been cEesigned to operate with a minimum static
inletwater pressure as indicated on the dracvings. The Contractor sha11 take a pressure reading
prior to beginning construction. if the pressure reading is 5 percent less than above, the
Contractor shall notify the Owner's Representative.
B. Contractor Responsibility: The Contractoc shall not will�ully install the irrigation system as
shown on the drawings when it is obvious in the field that obstructions, grade diFferences or
discrepancies in equipment usage, area dimensions or water pressure exist that might not ha�e
been considered in the engineering. Such obstructions or differences shall be brought to the
atteniion of the Owner's Representative in writing. In the event this notification is not
performed, the Contractor shall assume ful! responsi6itity for any revision necessary.
C. Staking: Before installaiion is started, place a stake ar flag where each sprinkler vaive is to be
located, in accordar�ce with dE•awing. Staking shall be approved by the Landscape Architect
before proceeding.
D. Piping Layout: Piping layout is diagrammatic. Route piping around existing trees and root
zones in such a manner as to auoid damage to plantings. Do not dig within the ball of newly
planted trees ar shrubs.
E, in areas where trees are present, trenches will be adjusted on site to pro�ide a rriinimum
clearance of %ur times the t�-unk diameter of the tree (at its base} between any tree and any
t�ench.
F. All material and equipment shali be deiivered to the Worksite in unbroken reels, cartons or
other packaging to demonstrate that such mater-ial is new and af a quality and grade in keeping
with the intent of these Specif�cations.
3.2 EXCAVATION AND TRENCHING
A. The Contractor shall perfarm all excavat�on to the depth indicated in these Specifications and
Contract drawings. The banks of trenches shall be kept as nearly vertical as practicable.
Trenches shall be wide enough to allow a minimum of4 inches betwe�n parallel pipelines or
electrical wiring. Where rock excavation is requit-ed, or where stones are encountei•ed in the
bottom of the trench that would create a concentrated pressure on the pipe, the rock or stones
shall be removed to a depth of 6 inches minirr�um helow the t��ench depth indicated. The over
depth rock excavation and all excess #�ench excavation shall be backfilled with loose, moist
earth or sand, thoroughly tamped. Whenever wet or othei•wise u�stable soil that is incapable of
properly s�ipporting the pipe is encountered in the trench bottom, such shall be removed to a
depth and length required, and the trench backf Iled to trench bottom gi-ade as he�•einaf�er
specified, with course sand, fine gravel or other saitable material.
B. Sot�oin oftrench grade shall be continued past ground surface de�iations to avaid ai�� pockets
and low collection points in the line. 1'he minimum cover specifications shatl govern
regardless of variations in grou�d surface profile and the occasional deeper excavation
required at banks and other f eld conditions. Excavation shall be such that a uniform trench
grade variation wi11 occur in all cases where vat-iations are necessary.
C. Trench excavation sha�l comprise the satisfactory rerrtoval and disposition of all materials and
shall include all shoring and sheeting required to protect the excavation and ta safeguar�d
employees.
D. During �xcavation, material suitab]e for backFlling shall be stockpiled in an orderly manner, a
sufficient distance back frorn edge of trenches to avoid overloading and prevent slides or
cave-ins. Material unsuitable for backfilling shak) be wasted as directec! by the Owner's
Repzesentative. When excavated matej�ial is oFa rocky nature and the topsail or any other layer
ofexcavated mate��ial is su.itable for pipe bedding and backfill in the vicinity of the pipe, such
0395b5 i S LANDSCAPE IRRIGATIO.N SYSTEM 32 80 00 - 7
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City of Fort Worth
West 7fh Street
materia! shall b� separa#e[y stocl�piled for use in such bedding and pipe backfll operations,
uniess satisfactory imported materiai is used.
E. Al[ excavations and backfill shall be unclassified and covered in the. basic 6id. No additional
compensation will be allowed for rock encountered.
F. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the
excavations to iheir original conditions in a manner acceptable to the Owner's Representative.
3.3 PIPE iNSTALLATION
A. Sprinkler Mains: Sprinkler nnains are that poi�tioi7 of piping fi-om water source to electric
valves. This portion of piping is subject to su��ges since it is a closed portion of the sprinkler
system. Sprinkler mains shall be installed in a trencfi with a minimum of 18 inches of co�+er.
B. Lateral Piping: Lateral piping is that partion ofp[ping from electrical �val�e to spi-inkier heads.
This portion of piping is not subjectto surges since it is an "open end" portion of the sprinkler
system. Lateral piping shall be installed in a trench with a minimum of 12 inches of cover.
3.4 PVC FIPE AND FT'l�TING ASSEMSLY
A. Sol�ent: Use only solvent recommended by manufacturer to make sol�ent-welded joints
following standards noted herein. Thoroughly clean pipe and tEttings of dirt, dust, and cnoisture
with an approved PVC primer before applying sol�ent.
B. PVC to Metal Connection: Work metal connections �rst. Use a non-hardening pipe dope such
as Peenrzatex No. 2 or "Tefi��n° tape on threaded PVC to metal joints. Use only light wrench
pt�essure.
C. Threaded PVC Connections: Where reguired, use threaded PVC adapters into which pipe may
be we[ded.
D. Remo�e lumber, rub6ish, and rocks fi-om trenches. Pro�+ide firm, uniform bearEng for entire
length of each pipeline to prevent uneven settlement. Wedging or blocking af pipe will not be
permiited. Remove foreign matter or dirt fram inside of pipe befort�e welding, and �eep pEping
clean during and after laying pipe.
E. PVC pipe shall not be installed where there is water in the t��ench, nor shall PVC pipe be laid
when temperaiure is 40 deg. �' or belaw nr when rain is imminent. PVC pipe will expand and
contract as the temperature char►ges. TE��refore, pipe shall be snaked from side to side oftrench
bottom to atlow for expansion and conhaction.
3.5 HYDROSTATiC T�STS
A. Pressurc Test: After the pipe is laid, the�aints compieted, and the trench partially backfilled,
lea�ing the joints exposed for examination, the newly laid mainline pipe or any valved section
of main pressure line �iping shall, unIess otherwise specified, be subjected for four hours to a
hydrostatic pressure test ofnormal city water pressure. Each val�e shall be opened and closed
during the test. Enclosed pipe, joints, fittings, and �alves shall be carefully examined duri►�g
ihe partially open trench test. 3aints showing visible leakage shall be replaced or remade, as
necessaiy. Cracked or defecti�e pipe, joints, fttings, or �al��s disco�ered in consequence of
this pressure test shall be repeated unti! the test results are satisfactory. All r�placement and
repair shall be at contractor's cost.
3.6 CONTROL WiRE INSTALLATiON
A. All control wfre less than 500 feet in length shall be continuous without splices or joints fi•om
the controller ta the valves. Connectians ta the electric valves shall 6e marEe wfthin 18 inches
039565 ] 8 LANDSCAPE IRRTGATION SYSTEM 32 SO QO - 8
09/2020
City of Fort Worth
West 7�h Street
of the valve using connectors specified in Paragraph 2.4 of this section, unless otherwise
approved by the Owner's Representative in writing.
B. All cont��ol wires shall be installed at least ! 8 inches deep. Contractor shall obtain the Owner's
Representative's approval for wire routing when installed in a separate ditch. Control wires
may be installed in a cornmon ditch with piping; however wires must be installed a minimum
of 4 inches helow or to one side of piping.
C. Ali wire passing under existing or future pa�ing, sidewalk, construction, etc., shall be encased
in PVC conduit extending at least 2 feet beyond edges of paving, sidewalks, or construcCion.
3.7 BUBBLER HEADS
A. Provide heads and nozzles as speciFed and instali in Iocations as shown on the Cont�act
Drawings.
B. Pop-up heads shall be installed on "flex" PVC pipe as detailed on the Contract drawings.
Rotary heads shall be installed on a double swing joint connected to the lateral pipe as detailed
on the drawings.
C. Heads shall be insta[led with underside of flange �lush with the finished grade.
D. Contractor will be required to adjust heads as necessary after establishmem of grass or other
plant material. �
3.8 DRIP EQUiPMENT
A. Drip tube can be installed in one of the four following methods:
1. Over-excavation: Ovei�-excavate the entire area to a depth of2- to 4-inches below finish
grade. P1ant all specimen trees and shrubs 15 gailon size and larger, then place di�iptube
at the row spacing interval indicated an the plans.
2. Pipe Pulling: Where ground disruption is to be rninimized, pneumatic tire, pipe-pu[ling
machineiy shall be used. Patholes shall be used at the ends of each run for making
connection io supply ar�d exhaust headers of �-igid PVC pipe or polyethylene pipe.
3. Trenching: Hand or mechanically tr-ench to the pipe depth indicated an the plans or• in
these specifcations and backfill flush with fnish grade. Avoid mechanically irenching
within the dripline ofexisting trees. �Iand-trench around existing tree roots when roots
of 2 inches and larger are encountered. Remove all rocic I-1/2 inch and larger when
excavating and remove fi•om site. Do not backfill Erenches with rock that will come in
direct contact with tubing or rigid PVC piping.
S. Placernent of Rigid PVC Piping: install pipe in a serpentine (snaked) manner to allow for
expansion and contraction in trench before backfllling. Install pipes at temperatures over 40�
F. Pipe markings sha11 �ace upward out of the trench whenever possi�le.
C. D��ip tube: Drip tube can be installed with the water outlets facing up, down, or sideways. In
irregular areas, some water outlets could end up too close to fixed impravements and may
ha�e to he capped off with a dripper plug rir�g.
D. Covei-: install underground piping horizontally and as evenly as possible to a maximum depth
of4 inches, unless otherwise specified. (Typical pipe depth is 2-inch shrub beds, 4 inches in
turf unless pe��iodic aeration is anticipated, and then pipe depth should be lowered to 6 inches.)
E. Barbed insert Fittings: Connect drip tube to barhed ir►sert fittings by pushing the tubing on
and over both barbs of the fitting unt�l the tubing has seated against anothei- piece of tubing or
has butted against another po�-tion of the barbed fitting. For water pressures in excess oFthe 30
psi, or the maximum s#ated system pressuz�e for the drip tube, whichever is less, use stainEess
steel cla�r►ps as �oted in paragraph 3.2.4, "Pipe C�amping" on ali barbed �ttings.
F. Clamping: Wk►en design-operating pressure exceeds 30 psi, or maximum stated system
pressure for the drip tu6e, whichever is less, stainless steel pipe clamps shall be used. Slip
p395651 S LANDSCAPE IRAiGATION SYSTEM 32 80 00 - 9
09/2020
City of Fort Worth
West 7'h 5teeet
clamps o�er tubing befnre slipping tubing over barbed insert fitting. Place clamp 6etween the
first and second ridge of the bai�bed i ttings and crimp the "ear" oFthe clamp tightly. Crirnp the
"ear" twice to ensure proper seating.
3.9 QU1CK COUPLING VALVES
A. Quick coupling valves shall be insta[led with the underside of f]ange t7ush with the flnished
grade.
B. Quick coupling �+al�es shal] be installed on a swing joint assembly as detaileci on the drawings.
C. Under the warranty, the Cont�-actor shall return after grass is established and adjust valves and
valve boxes to proper grade.
3.10 MANUAL VALVES
A. Manual �alves shall be sized and [acated where shown on the Contract drawings.
B. Val�e boxes shall be adjusted to be tlush with finished grade. The Cantractor will be required
to adjust after establishrr�ent of grass.
C. VaEve boxes shall be properly supported and of sufficient construction that tractors and
mowe�•s cross�ng ove�� the boxes will not push boxes down and crush the pipe, val�e, or• box.
3.l 1 VALVF. AND VALVE BOX PLACEMENT
A. AtE manual, electric, and quick coupling valves shaH bE in 6oxes as specified in Paragraph 2.7 of
this sectian and shall be set with a minimum of 6 inches of space between their top surface and
the 6ottom of the valve box. The base of the bvx shal l be fil led wi#h pea gi�avel as shown on plan.
B. Val�es shall be fully opened and fully closed to ensure that all parts are in operating condition.
C. Va[ve boxes shall be set plumb, vet�tical, and concentric with the valve stem.
D. Any valve box which has mo�ed fronn this required position so as to prevent the use of the
operating wheel af the valve shall be r�set by the Contractor at his own expense.
3.12 CONTROLLER
A. Controller location shali be confirmed with the L.A. be%re instaElation, as shown on the plans.
3.13 ELECTRIC REMOTE CONTROL VALVES
A. Aemote control val�es shall be located and sized as shown on the plans. Al[ electrical
connections sha[l be made when the weather is dry with connection fcits as specified in
Pa�-agraph 2.4 of this section in strict accordance with manufacturer's recommended
procedures. All remote control vaf�es shall be installed in a horizontal position, in accordance
to the manufacturer's published installation instructions.
B. Ft shall be the responsibility of the Contractor to furnish and install Che proper size wire on
each of the Eow �oltage circuits from the master control center to the various electric remote
conirol val�es.
G. Consideration shall be given to each circuit for allowance of �altage drop and economy
consistent with accepted practices of eiectrical installation. Under no circumstances shall the
voltage of any branch circuit be recEuced rr►ore than proper due to length of run exceeding the
ma�cimum allowa6le for the wire size used.
03956518 LANDSCAPE iRRIGATION SYSTEM 32 80 00 - 10
09/2020
City of Fort Worth
`Nest 7"' Street
3.14 BACKPILL AND COMPACTION
A. After system is operatin� and ��equired tests and inspections have been made, Che trenches shall
be carefully backfilled with the excavated materials approved for backfilIing, consisting of
earth, loam, sanciy clay, sand, gra�el, soft shate, or other approved ►naterials, free from large
clods ofeat�th or stone. Rock, broken concrete, or pa�ement, and large boulders shall not be
used as backflt material. The backfill shall be thoroughly compacted and evened with the
adjacent so�! level.
B. Compact trenches in areas to be planted by thoroughfy flooding the backfill. Compact all other
areas by flooding or hand tamping. The jetting process may be used in areas when flooding.
C. Sackfill for all trenches, regardless of the type of pipe covered, shall be compacted to a
minimum of 90 percent density.
D. Any trenches improperly bacicfilled, or where settlement occurs, shal[ be reopened to khe depth
required for compaction, then re�lled and compacted with the surface restored to the required
grade and left in a completed surface condition as d�scribed abave.
�. Specificaliy tamp backfill under heads a.nd around the flange of heads for 1 foot by a suitabEe
m�ans after trench backfill has dried from flooding to prevent heads looset�ing in the ground.
3.15 FINAL ADJUSTMENT
A. After installation has been completed, make final adjustment of sprinkler system prior to
Owner's Representative's final ins�ection.
B. Completely flush system to remove debris fi•orr► lines by removing nozzle fi�om heads on ends
of lines and turning on system.
C. Check sprinklers for proper operation and proper alignment for direction of throw.
D. Check each section for operaEing pressure and balance to other sections by use of fiow
adjustment on top of each valve.
E. Check nozzles fnr prope3� co�erage. Prevailing wind conditions may indicate that arc or angle
of spray should be other than as shown on drawings. in this case, change nozzles to provide
correct coverage and furnish record data to Owner's Repi•esentative with each change.
F. After system is thoroughly flushed and ready for operation, each section of sprinklers shall be
adjusted to control pressure at heads. Use the Following metliod, one section at a time:
1. Remove last head on s�ction and install a temporary riser above grade. Install tee with
pressure gauge attached on top of riser and re-install head with nipple onto tee.
2. Correct operating pressure at last head ofeach section as foflows: Spray Heads - 30-35
psi.
3. After replacing head, at grade, tamp thoroughly around head.
4. Drip zone valve pressure regulating devices sha�l be set at not to exceed 40 psi.
3.16 CL�AN-UP
A. The Worksite shall be thoroughly cleaned of afl waste materials and all unused or salvaged
materials, equipment, taols, etc.
B. Afte�� completion of th� work, areas disturbed shall be leveled and the Warksite shall be raked
clean and left in an orderly condition.
END OF SECTION
03956518 LANDSCAPE IRRIGATION SYSTEM 32 SO 00 - 11
09/2020
City of Fo�•t Woith
West 7�' Streei
SECT�ON 32 91 t3 - SOiL PREPARATION
PART I - GENERAL
l.I SUMMAR�i'
A. Section includes planting soils specified according to per%nnance requirements of the
mixes.
�. Related Requirements:
1. Division O1 Specification Sections apply to Work of this Section.
2. Section 32 92 00 "Turf and Grasses" for placing planting soi] foi• turf and grasses.
1.2 DEFINITIONS
A. AAPFCO: Association af American P1ant Food Control Officials.
B. Backfil�: The eai•th used to replace or• the act of replacing ear�h in an excavation. This can be
amended, or unamended soil as �ndicated.
C. CEC: Cation exchange capacity.
D. Compost: The product resulting fi�om the controlled biological cEecomposition of organic
material that has been sanitized through ihe generation of heat and stabilized to the point that
it is beneficial to pEant growth.
E. Duff Layer: A surface ]ayer of soil, typical of forested areas, that is cornpos�d of mostly
decayed teaves, twigs, and detritus.
F. Imparted Soil: Soil that is iransported to Project site for use.
G. Layered Soii Assembly: A designed series of planting soils, layered on each other, that
together- p�-oduce an envir-onment fo�� plant gz�owth.
H. Manufactured Soil: Soil produced by blending soils, sand, stabilized organic soil
arr�endments, and other materials to produce planting soil.
I. . NAPT: Noi�th American Proficiency Testing Progrart�. An SSSA �rogram to assist �oil-,
p�ant-, and water-testing laboratories thro�gh interlaboratoiy sample exchanges and
statistical evaluation of analytical data.
J. Organic Matter: The totai of organic materia]s in soi[ exclusive of undecayed plant and
animal tissues, their partial decorr►position p�-oduc.ts, and the soil bioznass; also called
"humus" or "soil organic matter."
K. Planting 5oi1: Existing, on-site soil; imporCed soil; ot- manufacturec� soil that has been
modified as specifed with soil amendments to produce a soil mixture best for plant growth.
L. RCRA Metals: Hazardous metals identified by the EPA under the Resource Conservation
and Recovery Act.
M. SSSA: Soil Science 5ociety ofAmerica.
N. Subgrade: Surface or elevation of subso�l remaining after excavation is complete, or the top
sut�face of a fill or bacicfilE before pianting soil is placed.
O. Subsoil: Soii beneath the levet of subgrade; soil beneath the topsoil laye�-s of a naturally
occurring soil profile, typified by [ess than I percent organic matker and few soii arganisms.
P. Suriace Soil: Soil that is present at the top fayer of the existing sail profile. In undisturbed
areas, surface soi! is typically called "Yopsoil"; bnt in disturbed areas such as urbar�
environments; the surface soil can be subsoil.
Q. USCC: U.S. Composting Council.
039565.18 SOiL PREPARATION 32 9 i I 3- 1
09/2020
City of Fort Worth
West 7�' Street
1.3 PREINSTAI�LA'I'TON MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.4 ACTION SUBMITTALS
A. PrQduct Data: Far each type of product.
l. Include recommendations for application anc! use. .
2. Includa test data substantiating that products comply with requirements.
3. Materia] Certificates: For each type of imported soil and soil amendment beFore
delivery to the site, according to the fol[owing:
a. Manufacturer's qualified testing agency's certified ana3ysis of standard
products.
b. Analysis of nonstandard maierials, by a qualified testing agency, made
according to SSSA methods, where applicable.
B. Samples: i'or each 6ulk-supplied material, deli�ered ta the site in s�aled containers labeied
with contenk, source, and date obtained. Each Sample shall be typical of the lot of fnaterial
to be furnished; provide an accurate r�p�-esentation of composition, color, and texture.
1.5 INFORMATIONAL SUBMiTTALS
A. Quaiification Data: F'or each testing agency.
B. Preconstruction Test Repoz�ts: For preconstruction soil analyses specified in "Preconstructior►
Testing" Article.
C. Field quality-cantrol reports.
1.6 QUALITY ASSURANCE
A. Testing Agency Qualifications: An independent, stat�-operated, or uni�ersity-operated
laboratory; experienced in soil science, sail testing, at�d plant nutrition; witi� the experience
and capability io conduct the testing indicated; and that specializes in types of tests to be
perfarmed.
1. Multiple Laboratories: At Contractor's aption, wark may be divided among qualified
testing laboratories specializing in physical testin�, chemical testing, and fertility
testing.
1.7 PAECONSTRUCTION `FESTING
f1. Preconstruction Testing Service: Engage a quali�ed iesting agency to perform
preconstruction soil analyses on existi�g, on-site saii, and imported soil.
1. Natify Architect seven days in advance of the dates and times when laboratory
samples will be taken.
B. Preconstruction Soil Analyses: For each unamended soil type, �erform testing on saa]
samples and fuenish soi[ analysis and a written report containing soil-amendment and
fertilizer recommendations by a quali�ed testing agency performing the testing according to
"Soi[-Sampling Requirements" and "Testing Requirements" articles.
1. Have kesting agency identify and ]abel samples and test repot-ts according to sample
, collection and labeling requirements.
039565 ] 8 SOIL PAEPARATION � 32 91 13 - 2
0912020
City of Foi•t Worth
West 7`�' Street
I .8 SOIL-SAMPLING REQi1TREMENTS
A. General: Extract soit samples according to requirements in this arkicle.
B. Sample Collection and Labeling: Have samples taken and labeled by Cor�tractor undet- the
direction of the testing agency.
1. Number and Location of Samples: Minirnum ofthree representative soil samples irom
varied locations for each soil to be used or amended for landscaping purposes.
2. Procedures and Depih of Samples: According to LTSDA-NACS's "Field Book %r
Describing and 5ampling Soils."
3. Division of Samples: Split each sample into two equal parts. Send half to the testing
agency and half ta Owner for its records.
4. Labeling: Label each sample with the date, location keyed to a site plan ar other
location system, visible soil condition, and sampling depth.
I .9 TESTING IZEQUIREMENTS
A. General: Perform tests on soil samples according to requirefnents in this article.
B. Physical Testing:
1. Soil Texture: Soil-particle, size-distri�ution analysis by one of the following methods
according to SSSA's "Methods of Soil Analysis - Part 1-Physical and Mineralogicai
Methods" :
a. Sieving Method: Report sand-gradation per•centages for very coarse, coarse,
medium, fine, and very fine sand; and fragment-gradation (gravel) percentages
for fine, medium, and coarse fragments; according to USDA sand and fragment
sizes.
b. Hydrometer Method: Report percentages of sand, silt, and clay.
2. $ulk Density: Analysis according to core method and clad methad of SSSA's
"Methods of Soil Analysis - Part I-Physical and Mineralogicai Methods."
3. Total Porosity: Calculate using particle density and bulk density according to SSSA's
"Methods of 5oil Analysis - Pat-t 1-Fhysical and Mineralogical Methods."
4. Water Retention: According to SSSA's "Methods of 5oi1 Analysis - Part 1-Physical
and Mineralogical Methods."
5. Saturated Hydraulic Conducti�ity: According to SSSA's "Methods of Soil Analysis -
Part 1-Ahysicai and Mineralogicai Methods"; at 85 percent com�action according to
ASTM D 698 (Standard Proctor).
C. Chemical Testing:
I. CEC: Analysis by sodiu►n saturation at pH 7 according to SSSA's "Methods of Soil
Analysis - F'art 3-Chemical Methods."
2. Clay Mineralogy: Analysis and estimated percentage of expandable clay minerals
using C�C by aromoninm saiuration at pH 7 accorciing to SSSA's "Methods of Soil
Analysis - Part 1-Physical and Mineralogical Methods."
3. Metals Hazardous to Human Healtta: Test for presence and quantities of RCRA metals
including aluminum, arsenic, barium, copper, cadmium, chromium, cobalt, lead,
lithiurn, and vanadium. If RCRA metals are present, include recomm�ndatians for
corrective action.
4. Phytotoxicity: Test for plant-available concentrations of phykotoxic minerals
including aluminum, arsenic, bariu�n, cadmium, chlarides, chramium, cobalt, copper,
lead, lithium, mercury, nickel, selenium, silver, sodium, strontium, tin, titanium,
vanadium, and zinc.
03956518 50[L PREPARATION 32 91 13 - 3
0912020
City of Fort Wot-th
West 7"' Street
D. Fertility Testing: Soil fertiEity anaiysis according to standard laboratory protocol of SSSA
NAPT SERA-6 inc[uding the following:
1. Percentage of organic matter.
2. CEC, calcium percent of CEC, and magnesium percent of CEC.
3. Soil reaction (acidity/alkalinity pH value).
4. Buifered acidity or alkalinzty.
5. Nitro�en ppm.
6. Phosphorous ppm.
7. Potassium pprr�. �
8. Manganese ppm.
9. Manganese-a�aiEability pprn.
] 0. Zinc ppm.
1 1. �inc availability ppm.
I 2. Capper ppm.
13. Sodium ppm and sodium absorption ratio.
14. Soluble-salts ppm.
15. P►�esence and quantities of problem materials inctuding salts and metals cited in the
standard protocol. If such problem materials are present, �provide additional
recommendations for corrective act�on.
16. Other delete�-ious materials, including their characte�•istics and cantent oieach.
E. Organic-Matter Content: Analysis using loss-by-ignition method acco��ding to SSSA`s
"Methods of Sail Analysis - Part 3-Chemical MeChods."
F. Recommendations: Based on the test results, state recommendations for soil treatments and
soil amendments to be incorporated to produce satisfactory planting soil suitabl� for healthy,
�ia61e plants indicated. Include, at a minimum, recommendatEons for nitrogen, �hosphorous,
and poEassium fertilization, and far micronutrients.
1. Fertilizers and Soil Amendment Rates: State recommendations in weight pet I,000 sq.
ft. for 6-inch depth of sail.
2. Soil Reac#ion: State the recommended liming rates for raising pH or sulfur far
lowering pH according to the buffer�d aciciity or buffered aEkalinity in weight per
1,000 sq. ft. for b-inch depih of soil.
1.10 DELiVERY, STORAGE, AND HANDLING
A. Packaged Materials: Deliver packaged materials in origEnal, unopened containers showing
wei�ht, certified analysis, name and address of manufacturer, and compEiance with state and
federal laws if applicable.
B. Bulk Materials:
1. Do not dump or store bulk materials near structures, uti�ities, walkways and
pa�ements, o�- on exis#ing turf areas or plants.
2. Pro�ide erosion-control .measures to prevent erosion or disp[acernent of bulk
maferials, discharge of soil-bearing water runoff, and airborne dust z-eaching adjacent
properties, water conveyance systems, or walkways.
3. Do not znove or handle materials when they are wet or frozen.
, 4. Accompany each cfelivery of soil amendments with appropria#e certificates.
03956518 SOIL PREPARATION 32 9[ 13 - 4
04/2020
City of Fort Worth
West 7"' Street
�ART 2 - PRODUCTS
2. ] SOIL AMENDMENTS PRIOR TO PLANTING
�1. Agricultural Humic Acid:
I. 70 percent humic acid using laboratory analysis. Install 90 1bs./1,OD0 sq. ft. prior to
hydroseeding/planting.
B. Compost: Well-composted, stable, and weed-free organic matter produced by composting
feedstock, approved by the USDA and NOA certifying agents, and as foi�ows:
I. Reaction: pH of 5.5 to 8.
2. Soluble-Salt Concentration: Less than 4 dS/m.
3. ParticEe Size: Minimum of 98 percent passing through a 1/2-inc}� sieve.
4. Install 0.6 c.f. per 1,000 sq. ft.
C. Mycorrhiza: Mycarrhiza Concentrate with minimum 1,450,000 viable spores of Glomus
intradices per pound. Install 1 oz./1,000 sq. ft. during hydroseeding.
PART 3 - EXECUTION
3. ! GENERAL
�1. Place p�anting soil and sail amendm�nts according to requirements.
B. Ve��ify that no foreign or deleterious material or liquid such as paint, paint washout, concrete
slurry, conct-ete layers or chunks, cerr�ent, plaster, oils, gasoline, diesel fuel, paint thinner,
turpentine, tar, roofing compo�nd, or acid has been deposited in planting soi�.
C. Proceed with placement only after unsatisfactory conditions have been corrected.
3.2 PREPARATIDN OF UNAMENDED, ON-SiTE 50iL BEFORE AMENDING
A. Excavation: Excavate soil fi�om designated area(s) to a depth required to achieve finish grade
after amending and adding mulch.
B. ilnacceptable Materials: Clean soil of concrete slurry, concrete layers or chunks, cement,
plaster, building debris, oils, gasoline, diesel fuel, paint thinn�r, turpentine, tar, roofing
compound, acid, a�1d other ex#raneous materia�s that are harmful to plant grnwth.
C. Unsuitable Materials: Clean soil to contain a combined maximum of 8 percent by dry weight
of stones, roots, plants, sod, clay lumps, and pockets of coarse sand.
3.3 PLACING AND MIXING PLANTING SOIL OVER EXPOS�D SUBGRADE
A. General: Apply and mix unamended soil with amendments on-site to procluce required
p]anting soil. Do not apply materials or till if existing soil or subgrade is irozen, muddy, or
excessively wet.
B. Mixing: Spt-ead unamended soil to iotal depth of I2 inches but not tess than required to meet
finish grades after mixing with amendments and natural settler►�ent. Do not spread if soit or
su6grade is frozen, muddy, or excessiveIy wet.
1. Amendments: Apply soil amendments evenly on surface, and thoroughly blencE them
with unarnended soil to produce planting soi�. �
C. Campaction: Compact each blended lift of planting soil to 75-82 percent af maximum
Standard Proctor density according to ASTM D 698 except where a different compactior�
value is indicated on Drawings.
D. Finish Grading: Grade planting soif to a smooth, uniform surface plane with loose, uniformly
fine texture. Roll and rake, remove ridges, and fi11 depressions to meet finish grades.
039565 � 8 SOIL PREPARATION 32 9t 13 - 5
09/2020
City of Fort Worth
Wes# 7`h Street
3.4 BLENDING PLANTING SOIL 1N PLACE
A. General: Mix amendmer�ts with in-plac�, unam.ended soil to produce required planting soil.
Do not apply materials or tii[ if existing soil or subgrade is frozen, muddy, ar excessi�ely
wet.
B. Prepa�•ation: Till unamended, existing soil in planting areas to a minimum depth of 12 inches.
Remove stones larger than 1-112 inches in any dimensian and sticks, roots, r-ubbish, and other
extraneous matter and Iegally dispose af them off Owner's property. '
C. Mixin�: Apply soil amendments evenly on surface, and thoroughiy blend them inta full
depth of unamended, in-place soil to produce planting soil.
D. Compaction: Compact blended planting soil io 75-82 percent of maximuin Standard Proctor
density according to ASTM D 698 except where a different cotnpaction value is indicated
on Drawings.
E. Finish Grading: Grade planting soil to a srnooth, uniforrn surface plane with loose, uniformly
fine textuee. Roll and rake, remo�e ridges, and fil] depressions to meet f nish grades.
3.5 FIELD QLTALITY CONTROL
A. Testing Agency: Engage a quali#ied testing agency to perform te�ts and inspections.
S_ Perform the following tests:
1. Compaciion: Test planting-soil compactio� after placing each IifC and at completion
using a densitometer or soil-compaction meter caEibrated to a reference test value
based on laboratory testing according to ASTM D 698. Space tests at no less than ane
for each 5040 sq. ft. of in-place soil or par� thereof.
C. Sail will 6e considered defective if it does not pass tests.
D. Prepare test reports.
E, Label eac� sample and test report with the date, location keyed to a site plan or other location
system, visible conditions when and where sample was taken, and sampling depth.
3.6 PROTECTION
A. Protect areas of in-place soil fi•om additional compaction, cfisturbance, and contamination.
Prohibit the following practices within these areas except as required to pei�for-m planting
operations:
1. Storage of construction materials, debris, or excavated nnaterial.
2. Parking vehicles or equipmen#.
3. Vehicle traffic.
4. Foot traffic.
5. Erection of sheds or structures.
6. Impoundment of water.
7. Exca�ation or other digging uniess otherwise indicated.
B. FF planting soil or subgrade is o�ercompacted, disturbed, or contaminated by foreagn or
delete�-ious materiafs or liquids, ee�nove the plant�ng soil and contamination; restare the
subgrade as directed by Architect and replace contaminated planting soil with n�w planting
soi1.
03956518 SOT.L PREPAR�TION 32 91 i 3- b
09/2020
Ciry of Fort Worth
West 7�' Street
3.7 CLEANiNG
A. �rotect areas adjacent to planting-soil preparation and placement areas from contarr�ination.
Keep adjacent paving and construction clean and work area in an orderly condition per
Section Q I 74 19 "Consiruction Waste Management and Disposal."
B. Remove surp9us soil and waste materiaE including excess subsoil, unsuitable materials, trash,
and dehris and legally dispose oi them off Owner's property unless otherwise indicated per
Section O1 74 19 "Construction Waste Management and Disposal."
1. Dispose of excess subsoil and unsuitable materials on-site where directer� 6y Owner.
END OF SECTION
0395651 S SOIL PREPARATION 32 91 13 - 7
09/2020 �
32 91 19 - l
TOPSOIL. YLACEMEIV"f ANI3 �'1NISH[NU O� PARKWAYS
Page 1 of3
SECTION 32 9f 19 - TOPSOiL PLACEMENT AND FINISHING OF PARKWAYS
PART 1 - GENERAL.
L�
1.2
13
1.4
i.5
1.6
1.7
1.8
I.9
1.f0
l.1 i
1.12
SUMMARY
A. Section Includes:
1. Furnish and place topsoi] to the depths and on the areas shown on the Drawings.
B. Deviations from this City of Fort Worth Standaj•d Specification
1. None.
C. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions ofthe Contract
2. Division i- General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Measurement For this item shall be by cubic yard of Topsoil in place.
2. Payment
a. The work performed and materials furnished in accot-dance with this Item and
measured as provided under "Measurement" will be paid for at the unit price
bid per cubic yard of Topsoil.
b. All excavation required by this Item in cut sections shall be measured in
accordance with provisions for the variaus excavatian items involved with the
provision that excavation will be measured and paid for once, regardless of
the manipulations invo�ved.
3. The price bid shall include:
a. Furnishing Topsoil
6. Loading
� c. Hauling
d. Piacing
REFERENCES [NOT USED]
ADMINISTRATIVE REQUIREMENTS [NOT USED]
ACTION SUBMITTALS [NOT USED]
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
CLOSEOiIT SUBMITTALS jNOT USED]
MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
QUALITY ASSURANCE [NOT USED]
DELIV�RY, BTORAGE, AND HANDLING [NOT USED]
FiELD [SITE] CONDITIONS [NOT USED]
WARRANTY [NOT USED]
CiTY OF FURT WORTII West 7'� Strect Improvements
STANDARD CONSTRUCTIQN SYI:CiFICATIUN DOCUMEN7'S City Projcct Na. l0E 555
Revised December 20, 2012
3291 19-2
"[�OPSOIL PLACEMENT ANi� rTIVISF3ING Or PARKWAYS
Pagc 2 o f 3
PART�-FRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODLTCTS [NOi' USED]
2.2 MATERiALS
A. Topsoil
1. Use easily cultivated, fertile topsoil that:
a. Is free from objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. Has a high resistance to erosion
c. Is able to support plant growth �
2. Secure topsoil from approved sources.
3. Topsoil is subject to testing by the City. 4. pH: 5.5 to $.S.
4. Liquid Limit: 50 or less
S. Plasticity index: 2D or [ess
6. Gradation: �n�imum of 10 percent passing No. 200 siev�
B. Water: Clean and free of industrial was�es and oEher substances harmful to the grovv�h of
�egetation
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CQNTROL [NOT USED]
PART 3 - EXECUTiON
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOTUSED]
3.3 PREPARATi�N [NOT USED)
3.4 INSTALLATION
A. Finishing of Paekways
1. Smoothly shape parlcways, shaulders, slopes, and ditches.
2. Cut parkways to finish grade prior to the placing of any improvements En ot� adjacent
Yo the roadway.
3. In the even� that unsuitable material for parkways is encountered, extend the depth
of excavaiion in the parkways 6 inches and backf�E with top sail.
4. Make standard parkway grade perpendicuiar to and draining to the curb ]ine.
a. Minimum: 1/4 inch per foot �
b. Maximum: 4: ]
c. City may approve variations from these requirements in special cases.
5. Whene�er the adjacent p3�operty is lower than the design curb grade and runoff
drains away from the street, the parkway grade must be set level with the top of the
curb.
CT`fY OF FORT WURT[1 Wesf 7°i Streel Tmprovements
5'CANDAItD COI+ISTRUCTiOIV SPECIFICAT[ON DOCUMtiN"i�5 City Prajccl Na, 101555
Revised Deccmber 2Q 2012
3241 19-3
TOPSOIL PLACEMENT AND PiNiSF�IN(i 0�= PARKWAYS
Page 3 of 3
3.5
3.6
3.�
3.8
3.9
3.10
3.! 1
3.12
3.13
3.14
6. The design grade from the parkway ex#ends to the back of the walk line.
7. From that point (behind the walk), the grade may slope up or down at maximum
slope af4:1.
B. Placing of Topsoil
1. Spread the topsoil to a uni%rm loose cover at the thickness specified.
2. Place and shape the topsoil as directed.
3. Hand rake finish a minimum of S feet from al! flatwark.
4. Tamp the topsoil with a light roller or other suita6le equipment.
REPAiR/RESTORATION] [NOT USED]
RE-[NSTALLATION �NOT USED�
FiELD QUALITY CONTROL [NOT i1SED]
SYSTEM STARTUP [NOT USED]
ADJUSTING [NOT USED]
CLEANiNG [NOT USED]
CLO�EOUT ACT[VITTES [NOT USED]
PROTECTION [NOT USED]
MAINTENANCE [NOT USED] �
ATTACHMENTS �NOT USED]
END OF SECTI�N
CITY OT' FORT WORTH West 7'� Slrcct Improvements
S'fA[�TDARD CDNSTRUCTIOM SPL'CIFICATION DbCUIvIENTS � Ciry Project No_ 101555
Revised December 20, 2012
City of Fort Worth
West 7th Street
SECTION 3� 93 00 - PLANTS
PART1- GENERAL
11 SUMMARY
A. Section Includes:
1. Plants.
2. Tree-watering devices.
3. Landscape edgings.
B. Related Requirements:
1. Division 01 Specification Sections apply to Work af tl�is Section.
l.2 DEFINITIONS
A. Back�iIl; The earth used to replace ar the act of replacing earth in an excavation.
B. Pesticide: A substance or mixture intended for preventing, dest�roying, repelling, or
mitigatin� a pest. Pesticides include insecticides, miticides, herbicides, fungicides,
rodenticides, and molluscicides. They also include substances or mixtures intended for use
as a plant reguiator, defoliant, ar desiccant. Some sources classify hcrbicides separately
from pesticides.
C. Planting Soil: Existing, on-site soil; izx�ported soil; or manufactured soil that has been
modified with soil amen�ments and perhaps fertilizers to produce a soil mixture best for
plant growth. See Section 32 9fl 13 "Soil Preparation" for drawing designations for
planting soils.
D. Root Flare: Also called "titiu�k flare." The area at the base of the plant's stem or trunk
where the stem or trunk broadens to form roots; the area of transition -between the root .
system and the stem or trunk.
1.3 PREINSTALL�ITION MEETTNGS
A. Preinstallation Conference: Conduct conference at Project site.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Samples of each type of mulch.
1.5 INFORMATIONAL SUBMITTALS
A. Product certificates.
B. Sample warranty.
1.6 CLOSEOUT SUBMITTALS
A. Maintenance Data: Recommended procedures to be established by Owner for maintenance
of plants during a calendar year.
03956518 PLANTS 32 93 00 - 1
0912020
City of Fort Worth
West 7tli Street
1.7 QUALI'I'Y ASSURANCE .
A. Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisar on Project site when work is in progress.
1. Pesticide Applicator: State licensed, commercial.
B. Provide quality, size, genus, species, and variety of plants indicated, complying with
applicable requirements in ANSI Z60.1.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver hare-root stock plants within 24 hours of digging. Immediately after digging up
bare-root stock, pack root system in wet straw, hay, or other suitable material to keep root
system moist until p�anting. Transport in co�ered, temperature-controlled vehicles, an�f
keep plants cooi and protected from sun and wind at all times.
B. Do not prune trees and shrubs before delivery. Froteci 6ark, branches, and root systems
from sun scald, drying, wind burn, sweating, whipping, and other handling and tying
daraage. Do not bend or bind-tie #rees or shrubs in such a manner as to destray their natural
shape. Provide protective covering o£ plants during shipping and delivery. Do not drop
plants during deli�ery and handling.
C. Handle planting stock by root ball.
D. Store bulbs, coz-ims, and tubers in a dry piace at 60 to 65 deg F until planting.
E. Deliver plants after preparations for planting have been completed, . and install
immediat�ly. If planting is delayed more than six hours after delivery, set plants and trees
in their appropriate aspect {sun, tiltered sun, or shade), protect from weather and
mechanical datnage, and keep raots moist.
1.9 W�1RR�lNTY
A. Special Warranty: installer agrees to repair or replace plantings and accessories that fail in
materials, workrnanship, or growtl� within specified warranty period.
I. Failures include, but are not limited to, the foliowing:
a. Death and unsatisfactory growth, except far defects resulting from abuse, lack
of adequate maintenance, or neglect by Owner.
b. Structural failures including plantings falling or blowing over.
2. Warranty Periods: From daCe of Substantial Completion.
a. Trees, Shrubs, Vines, and Ornamental Grasses: 24 months.
b. Ground Covers, Bz�nnials, Perennials, and Other Plants: 24 months.
c. Annuals: Two months.
PART � - PRODUCTS
2.1 PLANT MATERIAL
A. Gcneral: Fumish nursery-grown plants true to genus, species, variety, cultivar, stem form,
shearing, and other features indicated in Plant List, Plant Schedule, or Plant Legend
indicated on Drawings and complying with ANSI Z60.1; and with healthy root systems
developed by transpfanting or root pruning. Provide well-shaped, fully branched, healthy,
vigorous stock, densely foliated when in leaf and free of disease, pests, eggs, larvae, and
defects such as knots, sun scald, injuries, abrasior�s, and disfigurement.
03956518 PLANTS 32 93 00 - 2
09/2020
City of Fort Worth
West 7th Street
B. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball,
which begins at root flare according to ANSI Z60.1. Root flare shaIl be visible hefore
planting.
C. Fertilizer shall be a naturally occuring organic Glauconite with a fer�ilizer ratio of 1:1.
1. Use Texas Greensand as produced by Soil Building Systems ar Living Earth
Technologies.
2. Same and Specification Submittal: 5ubmit a producer's Specification and I Quart
sample of tl�e composi proposed to be used for Owner's approval.
2.2 MULC�-IES
A. Organic Mulch: Shredded hardwood .
2.3 WEED-CONTRQL BARKIERS
A. Nonwoven Geotextile Filter Fabric: Polypropylene or polyester fabric, 3 oz./sq. yd.
minimum, composed of fibers formed into a stable network so that fibers retain their
relative position. Fabric shall be inert to biological degradation and resist naturally
encountered chemieals, a�kalis, and acids.
B. Cotnposite Fabric: Woven, needle-punched polypropylene substrate bonded to a nonwoven
polypropylene fabrie, 4.8 oz./sq. yd..
2.4 PESTICIDES
A. General: Pesticide registered and approved by the EPA, acceptable to authorities having
jurisdiction, arid of type recommended by manuFacturer far each specific problcm and as
required for Project conditians and application. Do not use z-estricted pesticides unless
authorized in writing by authorities having jurisdiction. Any pesticide must comply with
. AISD Integrated Pest Managerx��nt Policy.
2.5 LANDSCAPE EDGINGS
A. Steel Edging: Standard commercial-steel edging, fabricated in sections of standard lengths,
with loops stamped from or welded to face of sections to receive stakes.
1, Manufacturers: Subject to compliance with requirements, available manufacturers
affering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Border Cancepts, Inc.
b. Collier Metal Specialties, Inc.
c. J. D. Russell Com}�any (The}.
d. Sure-loc Edging Cnrporation.
2. Edging Size: 1/8 inch thick by 6 inches deep.
3. Finish: Manufacturer's standard paint Zinc coated. �
a. Sure-loc Edging Corporatian.
b. Spectrum Products, Inc.
03956518 PLANTS 32 93 00 - 3
a9izoao
Ci�y of �'ort Worth
West 7th Street
PART 3 - EXECUTION
3.1 PLANTTNG AAEA ESTABLISHMENT
A. General: Prepare planting area for soil placem�nt and mix planting sail according to
Section 32 91 13 "Soil Preparatian."
B. Before planting, obtain Architect's acceptance of finish grading; restore planting areas if
eroded or otherwise disturbed after finish grading.
3.2 EXCAVATION FOR TREES AND SHRUBS
A. . Planting Pits and Trenches: Excavate circular planting pits.
1. Excavate planting pits with sides sloping inward at a 45-degree angle. Excavations
with �ertical sides are unacceptable. Trim perimeter of bottom leaving center area of
battom raised sIightly to support root ball and assist in drainage away from center,
� Da not furfher disturb base. Ensure that roat ball will sit on undisturbed base soil to
prevent settling. Scarify sides of planting pit smeared or smoothed during
excavation.
2. Excavate at least 12 inches wider than root spread and deep enough to accommodate
vertical raots for bare-root stock.
3. Do not excavate deeper than depth of the root ball, measured from the root flare ta
the bottom af the root ball.
3.3 TREE, SHRUB, AND VINE PLANTING
A. Inspection: At time of planting, �erify thak root fIare is yisible at top of root ball according
to ANSI Z60. I. If root flare is not �isible, remove soil in a level manner from the root ball
to where the top-most root emerges from the trunk. Aftcr soil removal to expose the root
�lare, verify that root ball still meets size requirements.
$. Roots: Remove stem girdling roots and kinked roots. Remove injured roots by cutting
cleanly; do not break.
C. Set each plant plurz�b and in center of planting pit or trench wrth root flare 1 inch above
adjacent finish grades.
1. Container-Grown �tack: Carefully remove root ball irom container without
damaging root ball or plant.
2. Fahric Bag-Grown Stock: Carefully remove root ball from fabric bag without
damaging root ball or plant. Do not use planting stock if root ball is cracked or
broken before or during planting operation.
3. Bare-Root Stock: Support stem of each plant and spread roots without tangling or
turning toward surface. Plumb before backfilling, and maintain plumb while
warking. Carefully work backfill around roots by hand. Bring roots into close
contact with tl�e soil.
4. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air
pockets. When planting pit is approximately one-half filled, water thoroughly 6efore
placing remaind�r of backfill. Repeat watering uniil no more water is absorbed.
5. Place planting tablets equally distributed around each planting pit when pit .is
approximately one-half filled. Place tablets beside the root ball about 1 inch from
root tips; do not place tablets in bottom of the hole.
a. Bare-lZoot Stock: Place tablets besid� soil-covered rants; do not place tablets
touching the roots.
039565i8 PLANTS 32 93.00 - 4
09/2020
City of Fort Warth
V�Iest 7th Street
b. Quantity: As indicated on Drawings.
6. Continue backfilling process. Water again af�er placing and tazx�ping �nal layer of
soil.
D. Slopes: When planting on slopes, set the p1anE so the root flare on the uphill side is flush
with the surrounding soil on the slope; the edge of the root ball on the downhill side will be
above the surrounding soil. AppIy enaugh soil to covar the downhili szde of the root ball.
3.4 TREE, SHRUB, AND VINE PRUNING
A. Remove only dead, dying, or broken branches. Do not prune for shape.
B. Prune, thin, and shape trees, shrubs, and vines as directed by Architect.
C. Frune, thin, and shape trees, shrubs, and vines according to standard pro%ssianal
horticultural and arboricultural practices. Unless otherwise indicated by Architect, do not
cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and
prune to retain natural character.
D. Do not apply pruning paint to wounds.
3.5 GROUND COVER AND PLANT PLANTING
A, Set out and space ground cover and plants other than trees, shrubs, and vines 12 inches
apar� in even rows with triangular spacing.
B. Dig holes large er�ough to allow spreading of roots.
C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation
aro�xnd plants to hold water.
D. Water thoroughly after planting, taking care not to covez' plant crowns with wet soil.
E. Protect pIants from hot sun and wind; remove protection if plants show evidence of
recovery from transplanting shock.
3.6 PLANTING AREA MULCHING
A. Install weed-control barriers before mulching according to manufacturer's written
instructions. Compietely cover ar�a to be mulched, overlapping edges a minimum of 6
inchesand secure seams with galvanized pins.
B. Mulch backflled surfaces of planting areas and other areas indicated.
L 'I'rees and Treelike Shrubs in Turf Areas: Apply mineral m�Ich ring of 3-inch
average thickness, with 36-inch radius around trunks or stems. Do not place mulch
. within 3 i�ches of trunks or stems.
2. Mineral Mulch in Fianting Areas: Apply 3-inch a�erxge thickness of mineral mulch
extending 12 inches beyond edge of inciividuaf planting pit or trench, and finish
level with adjacent �nish grades. Do r�ot place muIch within 3 inches of trunks or
• stems.
3. MuIch Type: 3/4-inch angular crushed granite/stone -(Canadian Small) - color: Tan;
available from Whiz-Q-Stone (www.Whiz-q.com}, 1/2- to 1-1/2-inch New Mexico
River Rock - color: Tan, available from DFV�I Stone (dfwstonesupply.com) or
approved equal.
3.7 PLANT MAINTENANCE
A. Maintain plantings by pruning, cultivatin.g, watering, weeding, fertilizing, mulching,
restoring planting saucers, resetting to �proper grades or vertical position, and performing
other operations as required to establish healthy, viable plantings.
0395651 S PLANTS 32 93 00 - 5
09/2020 �
City of Fart Worth
West 7th Street
B. Fill in, as necessary, soil subsidence that may occur because of settling or other processes.
Replace mulch materials damaged or Iost in areas af subsidence.
C. Apply treatments as required to keep plant materials, planted areas, and sails Free oF pests
and pathogens or disease. Use integrated pest management practices when possible to
minimize use of pesticides and reduce hazards. Treatments include physical controls such
as hosing off foliage,lnechanical controls such as traps, and biologica� control agents.
D. Apply pesticides and other chemical products and $iological control agents according to
authorities having jurisdicEion and man�facturer's written recommendations. Coordinate
applications with Owner's operations and others in proximity to the Work. Notify Owner
before each application is performed.
E. Protect pIants from damage due to landscape aperations and operations of other con�iractors
and trades. Maintain protection during instal�ation and maintenance periods. Treat, repair,
or replace damaged plantings.
3.8 MAINTENANCE SERVICE
A. Maintenance Service: Provide maintenance by skiljed employees af landscape InstalIer.
Maintain as required in "Plant Main#enance" Article. Begin maintenance immediately after
plants are instaIled and continue until plantings are acceptably healthy and well
established, but for not less than maintenance period belovcr:
1. Maintenance Period far Trees and Shrubs: Three months from date of Substantial
Completion.
2. Maintenance Period for Ground Cover and Other Plants: Three months from date of
Substantial Completion.
END OF SECTION
03956�18 PLANTS 32 93 00 - 6
09L2020
32 93 43 - 1
TIth,ES AIVi) SHRUBS
Page l of 8
SECTION 32 93 43 - TREES AND SHRUBS
PART 1 - G�NERAL
1.1 SUMMARY
A. Sectian Includes:
1. Tree and shrub planting and maintenance within street �•ig�t-of-way and easements.
2. Tree rer►�oval and transplant is to be perfo�-med in accordance with Section 31 l0 00
B. Deviations from this City of Fort Wo�th �tandard Specification
1. None.
C. Related Specification Sections i�clude, but are not necessarily limited to:
1. Division 0-�idding Requirements, Contract Forms, and Conditions of the ContracE
2. Divisian 1- General Requirements
3. Section 3� 10 00 — Site Clearing
4. Section 32 92 13 - Hydromulching, 5eeding and 5odcfing
5. Section 32 91 19 - Topsoil Placert��nt and Finishi�►g ofParkways
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment �
1. Plant Tree
a. Measurement
1} Measurement for this Item shall be per each by caliper inch.
b. Payment
1) The work performed and materials furnished in accordance� with this
Item and measured as provzded under "Measurement" will be paid for
at the unit price bid �er each tree to be Planted 6y caliper inch.
c. T"he price bid shail include:
I) Furnishing and insialling trees
2) Hauling
3) Grading ancE 6ackfilling
4) Excavation
5) Ferkilization
b) Water
7} Removing and disposing of surplus material
1.3 REFERENCES
A. Reference Standards
I. Reference standards cited in this specification refer to the cun�nt reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. American National Standards Instiiute (ANSI):
a. ANSI Z60. l, American Standard for Nursery Stock
3. Hortus Third, The Staff of the L.H. Bailey Hot�torium. I 976. MacMillan Publishing
Co., New York.
CITY 01� FORT WORTH West 7'� Strect improvcmcnts
57'A[�fDARD GONSTRUC7'lON SPTiCIFICATEON DOCUMI:NTS City I'rojectlVo. 1fli555
Revised E]cccmber 20, 2012
329343-2
TREES ANI) SHIZUBS
Page 2 of S
1.4 ADMiNISTRATIVE REQUIREMENTS �NOT USED]
1.5 ACTION SUBMITTALS (NOT USED]
1.6 INFORMATIONAL SUBMITTALS
A. Tree data: Submit certifcation ft•om supplier that each type of tree conforms ta
specification requirements.
1.7 CLOSEOUT SUBMITTALS �TTQT USED]
1.8 MAINTENANCE MATER[AL SUBMITTALS �NOT USED]
1.9 QUALITY ASSURANCE
A. Coardination
1. Coordinate with City Forester prior to beginning construction activities ad�acent to
or that wi11 impact existing trees and shrubs.
B. Qualifications
i. Landscaper specialized in ]andscape and p]anting work
C. Substitutions
t. Not permifted unless appro�ed by City when specified planting materia[ is not
obtainable
a. 5ubmit proof of nan-a�ailabiiity together with proposal for use of equi�alent
m aterial.
b. Substitutions of larger size or b�tter grade than specified will be allowed upon
approval by City Forester, but with no increase in unit price.
1.10 DELIV�RY, STORAGE, AND HANDLING
A. Do not remo�ve cantainer gk-own stock from containers before time ofplanting,
B. Delivery and Acceptance Requirements
1. Ship trees with Ceriificates of Inspection as required by governing authorities.
2. Labe1 each tree and shrub vvith securely attached wateiproof tag bearing [egible
desEgnation af batanical and common name.
3. Use protecti�e covering during delive�y.
4. Deliver packaged materials in fully labeled original containers showing weight,
analysis and name of manufacturer.
C. Storage and Handiing Requirements �
1. Protect materials from deterioratian du�-ing delivery, and while stored a� Site.
2. Do not prune prior to installation.
3. Do not bend or bind-tie t+-ees ot• shrubs in such manner as to datnage bark, break
branches, or cEestroy naturaE shape.
] . ] 1 FIELD GONDITIONS [NOT USED]
C[TY OP I�(3RT WORTH West 7�' Streei impro�cments
STAIVT)A1ZD CONSTRUCTIOT�f S]'EC1F[CATION DOCUMEN"fS City Projecl No. 1OL555
Rc�ised December 20, 2fl12
32 93 A3 - 3
TREES AIVT] SHRi7B5
Page 3 of 8
1.12 W A RRANTY
A. Warranty Period: 12 months after job acceptance
B. Warrant trees against defects including:
l. Death
2. Unsatisfactory growth
;. Loss of shape due to improper pruning, maintenance, or weather conditions
C. Plumb leaning trees during wan•anty period.
D. Reinove and replace n•ees found to be dead during warranty period.
E. Remove and replace t�-ees which at�e in doubtful conditian at end of warranty period, ot�
wher� appxoved by City, extend warranty period for trees for full g�-owing season.
PART�-PRODUCTS
2.1 OWNER-FURNiSHED PR�DUCTS [NOT USED]
�.2 MATERIALS
A. General
1. Plants shall be true ta species and variety specified, grown under climatic conditions
similar to ihose in the locality of the project fo�• at teast 2 years and have 6een
freshly dug during Che most recent favorable har�est seasan.
2. Al] plant names and descriptions are as defineci in Hortus Third.
3. All plants are to be grown and harvested in accardance with the American 5tandard
for Nursery Stock.
4. Unless approved 6y the City Foreste�•, plants sha�l have been grown in a latitude not
more than 200 miles notth oj• south of the latitude of the project unless the
proveraance of the plant can be documented to be compatible with the �atitude and
cold hardiness zone of the p}anting location.
B. Trees
�. Pravide container grown trees which aie straight and symmetricaE and ha�e
persistently preferred main leader.
2. Mark the tree's north orientation in the nursery for all deciduous trees grown in the
field with a 1-inch diameter spot of white paint on i�e iree trunk within the bottom
twelve inches of the trunk.
3. Crown shall be in good overall proportaon to entire height oF tree with branching
configuration as recommended by ANSI Z60.1 for type and species specified.
� 4. Trees designated as balled and burlapped (B&B) shall be properly dug with Frm,
natural 6alls of soil retaining as many fibrous roots as possible, in sizes and shapes
as specifed in the American Standard for Nuisery Stock. Balls sha11 be frmly
wrapped with nonsynthetic, rottable burlap and secured with nails and heavy,
nonsynthetic, rottable twine. The root collar shall 6e apparent at surface of ball,
Trees with loose, 6roken, processed, or nraanufactured root balls will not �e accepted,
except with special written appro�+al before pianting.
5. Where clump is specified, furnish plant having minirnum of three stems originating
from common base at ground line.
CITY OF FORT WORTH West 7°i Street Improvements
STAN�ARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry ProjectNo. 101555
Revised December 2Q 2012
329343-4
'1'REES AI�IT7 SFCiZ[JBS
Page 4 uF8
6. Measure tt�ees by average caliper of trunk as folfows:
a. For trunks up to 4 inches or less in diameter, measure caliper 6 inches abo�e
top of roat ba]].
b. For trunks more than 4 inches, measure caliper 12 inches above top of root
7
ball.
c. Caliper measurements
l) By diarneter tape measure
2) indica#ed calipers on Drawings are minimum
3} Averaging of plant caliber: not permitted
Trees shall conform to following requirements:
a. Healthy �
b. Vigorous stock
c. Grown in recagnized nursery
d. Free of: •
1) Disease
2) Insects
3) Eggs
4} Larvae
5} Def�cts such as:
(a) Knots
{b) Sun-scald
(c) Injuries
(d) Abrasions
(e) DisFgurernent
(fl Borers and infestations
C. Soil Products
.1. Topsoil: Se� 32 91 19.
2. Peat moss, mulch and fertilizer: Use material recommended by �ity Forester for
establishment of healthy stock after replanting.
D. Stakes and Guys
1. Pro�ide mini�num 8-foot lon� steel T-stakes and 1 inch wide plastic tree ehains.
2. Where applicable for anchoring trees, use wooddeadmen:
a. Minimum: 2-inch by 4-inch stock
b. Minimum: 3b inches long and buried 3 feet.
c. Provide white sut-veyor's plastic tape for flagging tree guys.
E. Tree Wrap, Twine and Sea]
1. Wrap �
a. Firsf quality
b. Bituminous impregnated tape
c. Corrugated or crepe paper, specifically manufact�red for tree wrappin� and
ha�ing c�ualities to resist insect infestation
2. Twine
a. Lightly tan•ed, medium-coarse sisaE (lath} yarn
b. Do not use nails or staples to fasten wrapping ,
3. Seal: Cammercially available tree wound dr�ssing specitically produced for use in
sealing tree cuts and wounds
F. Water: clean and free af �ndustrial wastes or other substances harmful io the growth of the
tree
CITY OP FORT WORTH Wcst 7�' Street Fmpro�emeuts
STANI]ARD CONS'I�UC'f]ON SPECiPICA7']ON DOCUM�;N`]'S Gity Pro�ec[ TTo. 101555
Revfsed Decemher 20, 2p12
329343-5
TREI;S A1VD SIIRIJBS
Page 5 of 8
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALiTY CONTROL
A. Notify City, prior to installation, of location where trees that have been selected for
planting tnay be inspected.
B. Plant material will be inspected for compliance with following requirements.
1. Genus, species, variety, size and q�a[ity
2. Size and condition of balls and root systems, insects, injuries and latent defects
PART 3 - EXECUTiON [NOT USED]
3.1 INSTALLERS {NOT USED]
3.2 EXAMiNATION [NOT USED]
3.3 PREPARATION
A. Genei�al
I. Schedule work so that planting can proceed rapidly as portions of site become
available.
2. Plant trees after final grades are estab�ished and prior to seeding or sodding.
3. When planting oitrees occurs after seeding work, protect seeded areas and promptly
repatr damage to seedecE areas resulting frorn tree planting operatians in compliance
with requirements of SecCion 32 92 13.
4. Layout individua� trees at locations shown on Drawings.
5. In case of conflicts, notify City before proceeding with work.
6. Stake tE�ees far City approval.
B. Prepat•ation of Planting Soi]
l. Sefo��e rraixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other
extraneous materials harmful o� toxic to plant grawth.
2. Strip and utilize 4 inch layer of top soil fro�n existing ground.
3. Delay r►�ixing of fer�ilizer when planting will not follow piacing of planting soit
within 48 hours.
4. Tncnrporate amenrfinents into soiE as part of soil preparation process prior to fine
grading, fertilizing, and planting.
5. Broadca�t or spread amendments evenly at specified rate aver planting area.
6. Thoroughly incoi-porate amendments into top 3 or 4 inches of soi! until amendments
are pulveriz�d and have become homogeneous layet- of topsoil ready for planting.
3.4 INSTALLATION
A. Planting
1. Excavate pits, beds, or trenches with vertical sides and with bottom of excavation
raised minimum of 6 inches at center for proper drainage.
2. Provide Following minimum widths: .
a. 15 gallon containers or �arger, 2%et wider than diameter of root ball
b. 1 and 5 gallon containers, 6 inches wider than diarr�eter of roat ball
3. When conditions detrimental to ptant growth are encountered, such as unsatisfactory
soil, obstructions, or adverse drainage conditions, notify City before planting.
CI'fY OF FORT WORTH Wesi 7"' Street Impmvements
STANDARD CO1+15'1'RUCTION SP�ClI'ICATION DOCUMENTS City Project Nn. 10 ] 555
Revised December 2Q 2012
329343-b
TK�ES Ai�ID SHAUBS
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
Yuge fi of 8
Deli�er trees af�er prepa�•ations For planting have been completed and plant
immediatety.
When planting is delayed more than 6 hours af�er delivery
a. Set trees and shrubs in shade.
b. Protect from weather and mechanical damage.
c. ICeep roots moist by co�ermg with mulch, burlap, or other acceptable means
of retaining mois#ure, and water as needed.
Lift plants only from the bottom of the root balls or with belts or lifting harnesses of
sufficient width not to damage the root balls. Da not lift trees by their trunk as a
lever in positioning or moving the tree in the planting area.
Remo�e plastic, paper, or fibrous pots from the containerized plant mat�rial. Pull
roots out of the root mat, and cut circling roots with a sharp knife. Loosen the
potting medium and shake away from the root mat. Immediately after removing the
container, install the plant such that the roots do not dry out. Pack planting mix
around the exposed roots while planting.
Cut ropes or strings from the top of roat balls and hees after plant has been set.
Re�nave burlap or cloth wrapping and any wire baskets frorn around top half of
6alls. Do not turn under and bury portions of burlap at top of ball. Set balled and
burlapped trees in the hole with the north marker facing north.
Set root bal] on undisturbed soil in center of pit ar trench arid plumb plant.
Place plants at le�el that, after settfemeni, natural relationship of plant crown with
ground surface wi[� be establisl�ed.
When set, place additional backfill around base and sides of ba11, and work each
layer to settle backfill and eliminate voids and air pockets.
When excavation is appj-oxirr�ately 213 full, water thoroughly before placing
remainder of backfill.
Repeat watering until no more water is absorbed.
Dish top of backfil� ta ailow for mulching.
Mulch pits, trenches and planted areas.
a. All trees, sh�-ubs and other plantings w�ll be rreulched with mulch previously
approved by the City Forester. The mulch on trees and shrubs shall be to the
depths shown on the drawing. Mu[ch must not be placed within 3 inches of
the trunks of trees and shrubs.
Provide 2 to 4 inch thic[�ness of mulch, work into top of backfill, and finish level
with adjacent �inish grades.
Cover entire root ball.
18. Prune
a. Plants sha[j not be heavily pruned at the time af planting. Pruning is required
at planting to correct defects in the tree structure, including ��emoval of injurec!
branches, double leaders, watersprouts, suckers, and interfering branches.
Healthy lower branches and interior small twigs should not be removed
except as necessary to clear walks and roads. In no case should more than 1/4
of the branching structure be remo�ed. Retain #he normal shape of the plant.
b. All pruning shall be completed using clean sharp tooEs. All cuts shal[ beclean
and smooth, with the bark intact with no rough edges or tears.
c. Except in circumstances dictated by the needs af specific pruning p��actices,
tree paint sha�1 not be used. The use of tree paint shall be only upon appro�al
of the City Forester. Tree paint, when required, shall be paint specificalty
formulated and manufactured for horticultura[ use.
19. Prune trees to retain require� height and spread.
CTTY OP PORT WORTH , Wcsl7�' Strect [mpra�ements
STANE7ART) CONSTRUCTION SPECIl�ICA'P[ON DOCUMEN'CS City Yroject No. 101555
Rcvfscd ncccmbcr 20, 2012
32 93 43 - ?
TREtiS AND SI ERUBS
Page 7 oF 8
20. Do not cut tree leaders, and remove only injured and dead branches from flowering
trees.
21. Remove and replace excessively pruned or• misformed stock resuEting from improper
pruning.
22. Inspect tree trunks for injury, improper pruning and insect infestation and take
corrective measures.
23. Guy and stake trees immediately after pla.r►ting.
B. Moving Existing Trees
I. Coordinate tz-ee moving and replar�ting with City Forester during dormant growth
season.
2.. Provide tree spad� of adequate size as directed by City Forestez�.
3.5 REPAIR/RESTORATION [NOT USED]
3.b RE-[NSTALLA`TION [NOT USED]
3.7 FIELD QUALITY CONTROL
A. City may reject unsatisfactory or defective matet•ial at anytime during progeess ofwork.
B. Remove zejected trees immediately frot�► site and replace with specifedmaterials.
C. Plant material not installed in accordance with these Specifcations will berejected.
D. An inspection to determine final acceptance will be conducted by City at end of 12 month
maintenance period.
E. Waeranty periods provided for in paragraph 1.12A.
3.8 SYSTEM STARTUP [NOT C]SED]
3.9 ADJUS'FING [NOT USED]
3.10 CLEANING
A. During planting woi•k, keep pavements clean and work area in orderly conditian.
B. Dispose of excess soil and waste in approved location.
C. Waste Material Disposal: On-site burning of cambustible cleared materiais shall not be
perm itted. �
3.I 1 CL05EOUT AC'CIVITiES [NOT USBD]
3.1.2 PROTECTiON
A. Pi�otect planting work ar�d materials irom damage due to planting operations.
B. Maintain protection during installation and maintenance period.
C. Treat, repair, or replace damaged planting wark. .
3.13 MAiNTENANCE
A. Maintenance Aeriod shall be i 2 months af�er final acceptance.
B. During the maintenance period if a work schedule and frequency are not shown on the
Drawings, perform the minimum cequirements shown below:
1. Water trees to full depth a minimum of once each week or as required to maintain
hea9thy, vigorous growth.
2. Prune, cultivate, and weed as required for healthy gcowth.
CTTY OF FORT WORTH West 7�' Strecl [mprovements
STANDARD CONSTRUC'CION $PEC[FICATID]V DOGUME]�I`CS City Pra�cct No. l O1555
Revised Decembcr 20, 2012
329343-8
T12EES ANT] SHRUBS
Page S of 8
3. Restore planting saucers.
4. Tighten and repair stake and guy suppot-ts, and reset treea and shrubs to proper
grades or �ei�tical pasition as required.
5. Restore or replace damaged wrappings.
6. Spray as required to keep trees and shrubs free of insects and cEisease.
7. Cantractor shal! a-epEace any plant that does not survi�e. It shall be rep[aced as soon
as it is determined no langer alive. Contractor is to maintain new plants as described
above �intil grov�ih is established and maintenance �eriod expires uniess waived by
the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTFON
CITY QF PORT WOKTH West 7'�' Street Improvcments
S7'ANDAitC] CONSTR[IC'rll�N SPECIF[CATIOI�i DdELTMT;N'f5 City E'roject Nu. 1{11555
Re�ised T)ecemher 20, 2012
City of Fort Wo�-�h
West 7'� Street
SECTION 32 94 b4 - TREE PLANTING
PART 1 - GENERAL
1.1 SUMMARY
A. This wo�-k includes all #inal fine grading and minor leveling of planting areas, soil
preparation, and planting. Furnish all IaboE•, matet•ials, equiprr�ent and services required as
herein speci�ed and indicated or� the drawings. Refer to planting details an plans.
B. Related Requirements: �
1. Di�ision Ol Specifications Sections apply to Work of this Section.
2. Section 31 20 00 "Ea�-thwork."
3. Section 32 84 00 "Ir��igation System."
1.2 QUALiTY ASSURANCE
A. General: Comply with applicab[e federal, state, county, and Iacal regulations governing
landscape materials and work.
B. Employ only experienced personnel familiar with requared work. Provide adequate
supervision by qualified foremen. �
C. Provide quantity, size, genus, species, and variery of t�-ees, sht-ubs, o��namenta] grasses and
groundcover indtcated and scheduled fnr tandscape work and complying with applicabte
requirements of ANSI Z60.1, American Standard for Nursery Stock.
D. Measurements: Measure trees wEth branches and trunks or canes in their normal position. Do
not prune to obtain t�eyuired sizes. Take caliper measurements six inches above ground for
trees up to and includir�g 4-inch caliper size, and twetve inches above ground for larger sizes.
Measure main body of all plant material of height and spread di�-nensions, do not measure
from branch or root tip-io-tip.
B. Inspection: Plants shall be approved by Architect before planting, for compliance with
requirement for genus, species, �ariety, size, and quafity. Eveiy canopy and accent tree shall
be app�•oved by Landscape Architect before planting occurs. Landscape A�•chitect retains
right to further inspect plants for size ancE condition oi 6a[Is and root systems, insects,
injuries, and latent defects, and to reject unsatisfactory or defective materials at any time
during progress of work. The Contractor shall remove rejected piant materials immediately
from project site and� replace with acceptable material at no additior�al cast tv the Owner.
1.3 DELIVERY, HANDLING AND 5`I'ORAGE
A. Delivety of Trees: Da nat prune prior to deli�ery, except as approved by Landscape
Architect. Provide adequate protection of root systems fi•om drying winds and sun. Da not
bend or bind-tic tr�es ir� such a manner as to damage bark, break tiranches, or destroy natural
shape. Provide protective covering during delivery. Any tree in full leafwill 6e sprayed with
anti-desiccant prior to delivery. �
B. Deliver trees after preparations for planting have been completed and plant
immediately. Iiplanting is delayed mare than six hours after delivery, set plant materials
and tt-ees in shade, protect from weather and mechanical da�nage, and keep roots moist:
C. Do not remove container grown stock from containers before tirr�e oF planting.
D. While awaiting planting do not store any plani materials on conc�ete, asphali or any surfaces
which r•e#�ect la�•ge amaunts of heat during storage.
03956518 TREE Pi,ANTING 32 94 00 - 1
Q712020
City of Fort Wort[�
West 7t" Street
1.4 JOB C�NDiTIONS
A. Timing: Trec .planting shall nat take place June through August, except as approvec� by
the Landscape Architect. A planting schedule shall be submitted to the �.andscape Architect
for approval.
B. Coordinatior► with Lawns: Protect existing [awn areas to the greatest extent practical during
construction. Seed all areas disturbed during construction with approved grass.
I .5 GUARANTEE AND REPLACEMENT
A. AlI plant materia[ installed under the Contract shall 6e guaranieecf to ramain al�ve and in
healthy, vigorous condition for a period of 2 years after date of written Final Acceptance of
project landscape installation.
B. Replace all plant materials that are dead, dying, unhealthy or unsightiy as determined by the
Architect. Replacements shall be in accordance with the drawings and specifications ancf
shall be guaranteed as set forth in Section A above. The cost of replacements is at the
Contractar's expense. Material is to be replaced within l S days of written notice by Owner
or Architect.
C. Waeranty shall nat include damage or loss of plants due to Acts of God, theft, fl�•e, acts o#�
vandalism, ar negligence on the part of ihe Owner, as determined by Architect.
D. Contractor shal! remove all wrapping materials per tree planting details and remove staking
at the end oF the first year of the guarantee period.
PART 2 - PRODUCTS
2.l TOPSOIL
A. Nati�e Topsoil: Suff cient quantities of onsite #opsoif are no# a�ailable, therefore offsite
sources may be used upon approval af the Landscape Architect.
2.2 SOIL AMENDMEN�S TO EXiSTTNG TOPSOIL
A. Fei-�ilizer:
1. Shal! be arganic fertilizer containing the following minimum percentages of avaitable
plant nourishment, l�y weight 5-3-2 {N-P-K), such as Garden-Vi11e Soil Food, Sustane,
or approved et�uat.
2. Fertilizer shall be delivered mixed as.speci�ed in standard size bags, showing weight,
analysis, and name of manufacturer, and shall be stored in a weatherproof starage
place, and in such a manner that it will be kept dry and 'its effect��eness will not be
impaired. Any fertiiizer which becomes caked or otherwise damaged, making it
unsuitable far use, will not b� accepted.
a. Specification submittal: Submit a sampie IabeE or specification of the f�rtiiizer
prapased ta be used for approval of Architect.
B. Campost:
1. Shall be decomposed, sterile organic materia] such as cotton hulls, pine bark, or sterile
manure products or appro�ved equal. This maEerial shall have �7een compos#ed at ]east
4 rr�onths and shall be free of fungus, grass, weed seed, debt•is, or any toxic substances,
as pt-oduced by Soil B�.rilding Systems, inc., Dallas, Texas; Texas Earth Resources,
Irac., Dallas, Texas; or appro�ed equal.
a. Sample and Specification Submittal: Subm�t a producer's specification and a
1-quart sample of the compost proposed ta be used for the Owner's approval.
0395b51 S TREE PLANT'ING 32- 94 00 - 2
07/2020
City of Fort Worth
West 7`" Street
C. Root Stimulator: Shall be liquified seaweed, Maxicrop brand, or approved equal.
D. Mulch: �ha11 be shredded hardwood or shredded c�cEar bark, fi�ee of stFcks, siones, clay or
other foreign materials.
l. Submittal: Submit a 1-quart sample of proposed mulch for approval by Owner.
E. Weed Contro��er; Shall be "Green Light" Organic Spot Weeder, Bioganic Spot Weeder
Ready-to-Use, or Ortho Ecoser�se Brand Organic Weed and Grass Killer or approved equal.
F. Contractor shall supply Architect with copies of the invoices and delivery tickets for all soil
amendrt�ents. �
G. Water: Water shall be availab9e at the site via irrigation system. Water required in connection
� with planting will be furnished and paid for by Owner provided it is not used in a wasteful
manner. Any hose or other watering equiprr�eni shali be provided by Cantractor to water
planting areas until the job is accepted by Owner.
H. Sample and Specifieation Submittal: Submii a producer's specification and a 1-quart sample
of each soil amendment proposed to be used for Ownei•'s approval.
2.3 TEMPORARY IRRIGATI�N
A. All trees nat covered by tne proposed irrigation must be irrigated with temporary irrigaCion
bags. Drip irrigation bag shall be Treegatoi, or approved equal.
2.4 TREE STAKING
A. A11 trees shal.l be staked and guyed per the tree planting detail(s) shown in the plans. At the
end of the first year of the guarantee period, Contractor shall remove all staEces and guys.
2.5 PLANT MATERiAL
A. GeneraL• Provide container grown plant materials, except as otherwise indicated, gmwn in a
recognized nursery in accor-dance with good harticultural practice, with healthy root systems
developed by transplanting or root pruning. Aro�ide only healthy stock iree oi disease,
insec.ts, eggs, lar�ae, and defects such as knots, sun scald, injuries, abrasions, or
disfigurement. Trunks will be centered in root ball. Fruning cuts largei• than 2 inches will be
cause for rejection of plant material. If Contractor prov�s that container grown trees of the
specified type and size are unavailable Architect.may approve balled and burlapped stock or
make substiiutions.
B. Plant Name and Lacation: The names and iocations of all plants are noted in the drawings.
The nomenclatu�•e of all plant materials is per Hortus Third by L. H. Baiiey. Plant matet-ials
not con%rming with these two references will be rejected-by the Landscape Architect.
C. Quality and Size: Ali plant materials shall be first class representatives of their normal
species or variety unless otherwise speci�ed. They shall have a habit of grovwth that is normal
for the species and shall be healthy, shapely, we�l-rooted, and vigorous. Alt plant materials
shall be free fi•om insect pests, plant diseases, and inju�-ies. The containers ancf balls of a!I
plants delivered to the site shall be free from any weeds or grasses which could be considered
noxious or objectionable; i.e., nutgrass or 7ohnsongrass. ALL PLANT MATERiALS
SHALL BE � UAL TQ OR EXCEED THE MEASUREMENTS SPECIFIED ON THE
PLANTCNG PLAN WHICH ARE THE MINiMUM ACCEPTABLE SIZES. They shali be
measured after pruning with the branches in normal position. The requirements for
measurement, branching, grading, quality, balling and burlapping of plants specified
generally follow the code of the standards currently recommended by the Arr�erican
Association ofNurserymen, Inc., in the Arneriean Standa�ds for Nursery Stack.
0395651 S TREE PLANTING 32 94 00 - 3
0'7/2020
City of For�t Warth
West 7th Street
D. Labe1 at least one tree of each variety with a securely attached waterproof tag 6earing legible
designation of botanical and common naene.
E. Rejection of Plants: Landscape Architect shall approve plants prior to pianting. Plant
�naterial having any of the foll4wing features, but not limited to, will be subject to rejectian:
1. An excessive amount of abrasions of the bark.
2. Dried or damaged root system.
3. Dried oe damaged top wood of deciduous plants, or dried or damaged foliage and top
wood of evergreens. �
4. Prematurely opened or damaged buds.
5. Disease or insect infestation, including eggs or lar�ae.
6. Dry, loose, cracked, broken, and/or undersized balls or cor�tainers which do not
eoilform to the sizes shown on the plans. '
7: Evidence of heating, malding, freezing, wind burn, sun scald, etc.
8. Container plants that are o�ergrown or root-bound.
4. Plants with bench balls {roots repacked with soil).
10, Plant balls encased in nonbiodegradable plastic ar other impervious material.
1 l. Field grown, or collected plants, ta�ansplanted into confainers less than 6 months
earlier.
12. Trees which have damaged, pruned, craoked, malformed, or multiple leaders, un]ess
multiple Ieaders are specified or at•e normal for the species.
13. Plants with disfiguring knots or fi-esh cuts of limbs over one inch that have not
completely cailoused.
l4. Piants that do not possess a normal balance between height a�rd spread for the species.
15. Plant containez�s that are not structurally sound (cracked, bent, ete.}.
16. Plants in containers with less than 3/4 planting rr�edium depth.
17. Any other physical damage or adverse conditions that would prevent thri�ing growth
or cause an unacceptable app�arance.
18. Plants that do not meet the standards shown on the plan,s.
2.6 DECIDUOUS AND EVERGREEN TREES
A. Provide trees ot height, width, caliper, etc., as shown on the plans.
B. Shade trees: Provide single stem trees with a straight trunk and intact leader, unless otherwise
indicated.
2.7 REQUIREMENTS FOR CONTAINER GROWN STOCK
A. General: Pro�ide healthy, �igorous, well-rooted plant materials esfabl�shed in container �n
which they are sald. Provide balled and 6urlapped stock, when required trees exceed
maacimum size recommended by ANSI Z60.1 for container grown stock.
B. Established container stock is defined as a tree grown in or transplanted into a container and
grown ira the container for a length of time sufficient to develop new fibrous roots, so that
root mass wiEl ��etain its shape and hold togethe�- when remo�ed from container (minimum
of b months).
C. Containers: Use rigid containers which will hoid ball shape and protect root mass during
shipping. Pro�ide trees established in containet�s of not less than minimuzn sizes
recommended by ANSI X60.1 far kind, type, and size of trees required.
4395651 S TREE PLANTING 32 94 Op - 4
07/2020
City of Fort Warth
West 7'� Street
PART 3 - EXECCITION
3. I TREE PLANTING
A. Cooperate with other contractors and trades working in and adjacent to landscape work areas.
Examine drawings which show development of entire site and become famil.iar with s�ope
of other work required.
B. Layout individual tree lacations and areas for rttultiple piantir�gs. Stake locations and outline
areas and secuxe ArchitecYs acceptance before start of planting work. Make minor
adjustments as may be requested by Architect.
3.2 LAYDUT
A. Locaiion and spacing far plants and outline ofareas to be planted shall be as denoted 6y stem
location or by natations on the plan. All tree planiir�g locations shall be staked by Contractor
and shall be appro�ed by Architect prior to digging the planting pits.
$. Delivery of Flant Materials: Plants shall be packed and protect�d during delivery and after
arrival at the site, against climatic, seasonal, wind damage, or other injuries, and at no time
shall be allowed to d�y out. Refer to Item 13 — Delivety, Handling and Stoi•age.
C. Protection of Plant Materials: All plants shall be handled sn that roots are adequately
protected at all times irom drying out and from other injury. The I�alls of balled plants which
cannot be planted immediately on delivery sha31 6e "heeled in" for protection with soil
mulch, straw, or other acceptable rr�aterial.
D. Setting the Plants: All plants shal[ be planted in pits, cente��ed, and set to touch such depth
that the finished grade level at the plant after settlement wili be the same as that at which the
plant was grown. Each plant shall be planted upright and faced to give the best appearance
or relationship to adj acent plants or structures. No burlap sk�all be pulled out from under bal ls
or balls broken w�en taken from containers. All broken or frayed roots shall be cut off
cleanly. P�-epa�ed soil shall be placed and compacted carefully to avoid injury to roots and
to fill all voids. When the hole is nearly filled, add water and root acti�ator, nnixed per
manufacturer's recommendations, and allow it to soak away. Fill the hole to finished grade
and form a shallow saucer around each tree or shrub by �lacing a ridge of topsoil around the
edge of each pit after planting.
3.3 EXCAVATION
A. Excavate pits, beds, and trenches according to drawings with sloped, "i-ough" sides. Leave
soil in battom of pit undisturbed. Avoid creating smooth or "glazed" sides of pit. Do not
excavate tree pits untii pa-eliminary approval has been o6tained from the La�►dscape
Architect. �
B. Dispase of unsuitable subsoil removed from landscape excavations. Do not mix with
planting soil or use as backfill.
C. Obstructions: If rock, underground constj•uction, or other obstrt�ctions are encountered in
excavation for planting of trees, notify Architect. New locations may be selected by
Architect, or change order may be issued to direct removal of obstructions ta depth of not
less than 6 inches below required planting depth upon approval by Owner.
0395(51 S TREE PLANTING 32 94 00 - 5
07/2020
City af Fort Worth
West 7t" Street
D. Drainage: Tesk plantin� pits %r adequate percolation. If subsoi] canditions indicate retention
of water in planting areas, or i f seepage ar other evidence indicating presence of underground
wa#et� exists, notify Architect before back�lEing. A change order may be issued to direct
insta[lation of drain tile or other measures beyond drainage requirement indicated upon
approval by Qwner.
E. Fi!! exca�ations with water and allow to percolate out before setting trees.
3.4 TREE PLANTING
A. Existing topsoil where stated on [andscape pEans will be used for tree planting.
B. Before mixing and placing, c[ean existing tapsoil of roots, pfants, sod, stones, clay lumps,
and other extraneous materials harmful or toxic to plant growth, and dispose oioffsite. Use
only existing soil fr�m the site as backfilL
C. Tree PlanCing Pits:
l. All tree planting pits shall be a minirnum of two Yim�s iarger in diameter than the root
ball, as s�own on the p[anting detail(s). �
2. Tree planting pits shall be backfilled with the soi] excavated from the tree pits unless
the soil is contam�nated by lime stabilized subgrade. if the topsoil is contaminatecE,
�•emove and replace with clean topsoil/soil mix.
D. Setting and Bac�filling:
1. Set plant stock on undisturbed soil, plumb and in center of pit or trench with top of
ba112 inches abo�e finished landscape grades. Remove bu�-lap from top of roat ball as
sitown on detail(s). Remove any nylon, plastic, ar wire materials coa�pletely. Remove
pal]ets, iF any, before setting. Do not use stock if ball is cracked or broken befare or
during pfanting operaiion. When set, place specified backfiil around base and sides af
bail, and work each iayer to settle backfil] and eliminate voids and air pockets. When
excavation is approximately i/4 full, water• thoroughiy before placing remainder of
backfill. Repeat watering until no more is absot�bed. Water again after placing final
layez- of backf�[.
�. Set container grown stoc[� as specified for balled and burlapped stock, except remove
container befare setting. Carefully remove ca�er and sides of woaden boxes after partial
backfil]ing so as r�ot to dama�e root ba91s.
F. DO NOT construct water retention basins around tree pits.
G. AIi p[ants will b� mulched after planting with a 3-inch dee� Iayer of mulch material entirely
covering the area at�ound each plant. Mulch shall not be piled around trunk. Root flare must
be visible after mulching:
H. Unless otherwise directed by Landscape Architect, do not cut tree leaders, and remove only
injured or dead branches. Any pruning shall be in acco��dance with standard horticultural
practices. 5take trees per detail immediately after plantEng. Tf after pruning, the piant has
become misshapen or changed in appearance, the plant wi11 be rejected,
3.5 CLEANUP
A. A�er aIE planting operations have been coenprteted, remove ai� trash, excess soil, empty piant
containers and rubbish from the property. All scars, ruts and other marks in tlae ground
caused by this work shall be repaired and the ground !eft in a neat and orderfy condition
through khe site. Contractor shall pick up all tE�ash resulting fi�om this work no less irequently
than each Friday 6e#'ore leaving the site, once-a-wee�C, and/or the last working day of each
week. All trash shali be remo�+ed campletely from the site per Section O 1 74 � 9"Constructian
Waste Management and Disposal."
03956518 TREE PLANTING 32 94 00 - 6
07/2020
City of Fot�t Wo�-th
West 7`" Street
C3. Coratractor shall leave the site area broom clean and shall wash down afl paved areas within
the Contract area, leaving ti�e premises in a clean, safe condition per Section O 1 74 i 9
"Construction Waste Management�and Disposal."
3.6 MAINTENANCE
A. G�neraL•
1. Maintain plant materials unCil final acceptance of the project.
2. Correct defective work as soon as apparent or as ciirected by Pro�ect Landscape
Arc�iitect.
3. All debris (ir�cluding clippings, leaves, etc.) shal] he removed from project site.
4. Coordinate with i��rigation contractor to ensure functiona[ irri�ation system. Notify
Architect should any conflicts arise. Hand water ali areas that do not have automatic
irrigation system until fully established.
B. Trees:
1. Maintenance shall include litter rem�oval, watering, pruning, fertiiizing, weeding and
the application of appropriate herbicides, insecticides and fungicides as necessary.
2. Corrective Measures: Staking work, reset settled plants and remulching in order to
maintain speciFied depth of mulch.
3.7 PROTECTiON
A. No heavy equipment shall be moved over the planted areas unless the soil is again prepared,
gx-aded, leveled, and t�eplanted. It will be the responsibility of this Contractor to protect all
pa�ing surfaces, curbs, utilities, pEant r�►aterials, and any other existing improvements from
damage. Any damages shall be repaired or ��eplaced at no cast to Own�r,
3.8 ACCEPTANCE
A. Refer to Section Item I.06 - Guarantee and Replacement.
3.9 OBSERVATION SCHEDULE
A. Refer to Division 1- General Requirements for schedule of ineetings, conferences and
inspection schedule.
3.10 EXPiRATiON OF GUARANTEE PERIOD
A. Cont�actor shall be responsible for notifying Owner 30 days prior to the expiration of the
guarantee period (see Section S.06, A.). Contractor shall coardinate a meeting at such time
with Owner to inspect ail plant material for its health. All plant material deemed to be dead
or unheal#hy is to be replaced at the Contractor's expense and shal] be guaranteed for a Yime
period equal to that of the originat guarankee. Contractor shall rernove all wrapping rr►aterials
at the end of the first year of the guarantee period.
END OF SECTCON
0395651 S TREE PLANTiNG 32 94 Oa - 7
07/2020
City of Fort Worth
West 7th Straet
SECTION 33 46 p0 - SIIBDRAINAGE
PART 1 - GENERAL
1.1 SUMMARY -
A. Section Includes:
. I. Perforated pipe and fittings.
2. Geotextile filter fabrics.
3. Drainage trench.
B. Related Requirements:
1. Division O1 5pecification Sections apply to Work of tl�is Section,
I .2 AC�ION SUBMITTAL.S
A. Product Data: For geotextile filter fabrics.
PART 2 - PRODUCTS
2.1 PERFORATED-WALL PIPES AND FITTINGS
A. Perforated PE Pipe and Fittings: AS`I'M F405 or AASHTO M 252, Type CP; corrugated,
for coupled joints. .
2.2 SOIL MATERIALS
A. SoiI materials are specified in Section 32 91 13 "Soil Preparation."
2.3 GEOTEXTILE FILTER FABftICS
A. Description: Fabric of PP or polyester fibers ar combination of both, with flow rate range
From 110 to 330 gpm/sq. ft. when tested according to ASTM D4491.
B. Structure Type: Nonwoven, needle-punched continuous filament.
1. Styles: Flat and sock.
PART 3 - EXECUTION
3.1 DRAINAGE INSTALLATION
A. Lay flat-style geotextile filter fabric in trench and overlap trench sides.
B. Place supporting �ayer of drainage course over compacted subgrade and geotextile fiiter
fabric, to compacted depth of not less than 4 inches. .
C. Encase pipe with sock-style geotextile filter fabric before installing pipe. Conriect sock
sections with tape.
D. Install drainage piping as indicated in Part 3"Piping Installation" Article for subdrainage.
�. After satisfactory testing far proper drainage, cover drainage piping as shown on Details.
F. Insta�I drainage course and wrap top of drainage course with flat-style geotextile filter
fabric.
0395b51 S SUBDRAINAGE 33 46 00 - 1
09/2020 �
City of Fort Worth
West 7th 5treet
G. Place layer af flat-style geotextile �'ilter fabric over top of drainage course, overlapping
edges at least 8 inches.
H. Place backiill material over compacted drainage cou�rse. Place material in loose-depth
layers not exceeding 6 inches. Thoroughly compact each layer.
3.2 PIPING INSTALLATION
A. Install piping beginning at low points of system, true to grades and alignment indicated,
with unbroken continuity of invert. Bed piping with fu�l bearing in filtering fnaterial. Install
gaskets, seals, sleeves, and couplings accarding to manufacturer's written instructions and
other requirements indicated.
I. Lay perforated pipe with perfarations down,
3.3 PIPE JOINT CONSTRUCTION
A. Join perforated PE pipe and fittings with couplings according ta ASTM D3212 with loase
banded, caupled, or push-on joints.
B. Special Pipe Couplings: Join piping made of different materials and dimensions with
special couplings made for this applicatian. Use couplings that are coinpatible with and fit
materia�s and dimensians of both pipes.
3.4 FIELD QUALITY CONTROL
A. Tests and Tnspections:
l. Core a sump hole a minimum of 3 feet 0 inches into the ground. Prior to back�lling
with gravel, test t�►e sump for percolation. I'ill the hole with water and allow ta sit 24
hours. If the hole does not drain at least 12 inches in 24 hours, deepen the hole 2 feet
0 inches and repeat Ehe drainage test until acceptable.
2. After the sump hole has been appraved, bacicfill with 3/�-inch washed gravel
wrapped in geotextile fabric with an 8-inch overlap.
B. Drain piping wi11 be considered defective if it does not pass tests and inspections.
C. Prepare test and inspection reparts.
3.5 CLEANING
A. Clear interior of installed piping and structures of dirt and other superfluous material as
wark progresses. Maintain swab or drag in piping and pull past �ach joint as it is
completed. Place plugs in ends of uncornpleted pipe at end of each day or when work
stops.
END OF SECTION
0395651$ SUBDRAINAGE 33 46 00 - 2
09/2020
AYPENDIX
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
C�'['Y OF FOR'C WORTH West 7th Street Impmvemenls
STANDARD CON57�RUCTION SPECiFICATip1V DOCiJMEi�TTS . Ciry Project No. 101555
Revised July I, 201 l
��-60�6.� l�[i�o�°1�� a�n� �Jo�e� �w�ned ]�a�s�:�e�s
E��e�pr��e �o��l��race
�'�IIS �A�]E lLE�7[' ��TT]EI�TI�l�A��C.� ]�IL.A,I�TK
CI'CY OP POR`C WOAT�T West 7th Street Tmprovemcnts
STANDARD CO�TSTRUCTIOtV SPECIFICATiON DOCUMP.NTS � Ciry Project No. 101555
Revised 7uly l, 20] 1
�'o�T �T�RTH
TENiPORARY REVIS�OliT 4/6/�O�U (f�OVID -�9)
Cifiy �f �o�i li�orth
�Vin��ifi� �usin�ss �n�r�rprise Speei�ica�ions
���CIA� IN��R���lOf�� ��R O���ROR�
QePP�IC�4T'ION O� �OLICY
If the total dollar value of the contract is $5U,000.01 or more, then a MBE subcontracting goal is applicable.
�OI�ICY 5��i�AdI�Rl�
It is the policy of the City of Fort Worth to ensure the full and equitaE�le participation by Minority Business �n#erprises
(MBE) in the procurement of all goods and services. Alf requ�rements and regula#ions stated in the City's current
Business �iversi#y Enterprise Ordinance applies to this bid.
��� ��o��c� �o�r�s
The City's MBE goal on fhis project is ��% % of the base bid value of the contract.
Note: If both MBE and 5BE subcantracting goals are established for this project, then an Offeror must submit hoth a
MBE Utiliza#ion Form and a SBE Jtilization Form to be deemed respansive.
CDi���1r4PlC� `�O �I� S��Cl�rlCA�'l�f�S
On City contracts $50,OOO.D1 or more where a MB� subcontracting goal is appfied, Offerors are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated M�E goal through MBE subcon#racting participation, or
2. Meet or exceed the ahove stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith EfforE documentation, or;
4. Prfine Waiver documentation.
SU�AI�I l��� Q�' R�QUIRED DOCU�4fl�WiATIOW
The applicable documents must be received by the by the assigned City of Fort Worth Praject Manager or
Department Qesiqnee, within the foflowing times alloca#ed, in order F�rr Ih� en��te lai+J I�r be ��s���sicler�� res���rrxs+�+� [o
Ei�Q s�e�ii�cul��ras. I":�a: �?IErs{�r Sl�al! �k4i�41L �I��F h�ll"il. rlr,�tar��i����1��+{ar� tu �titi �Qst����ciJ �,��y ��r ��,�' l+'�.��i�i�
Prrr!t��.� �,�I,����:+t���� �>� lit��x3rfan�i�l L]�a��n�s�. A faxo� co�sy w�ll nut bu acc4}�ked.
1. Subcontractor U#ilization Form, if gaal is received no later than 2:00 p.m., on fhe second City business day
met or exceeded: after the bid opening date, exclvsive of the bid opening date.
2. Good Faith EfFort and Suhcontractor received no la#er than 2:00 p.m., on the second Cify business day
Utilization Form, if parficipation is less than after fhe bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received no later fhan 2:00 p.m., on the second City business day
Utilization Form, if no MBE participation: after the bid openin date, excfusive of the bid opening daie.
4. Prime Contractor Waiver Form, if you will received rto later than 2:00 p.m., on the second Gity business day
perform all subcontracting/supplier work: after ihe bid opening date, exclusive of the bid apening date.
5. Joint Venture Form, if goal is met or received na later than 2:00 p.m., on the second City business day
exceeded: after the bid opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WI"CH THE CITY'S BUSINESS DIVERSITY ENTERPR�SE ORDINANCE, WILL RESULT IN
TI-I� BtD B�ING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
FAILURE TO SUBM17' THE REQUIRED MBE DOCUM�NTATION WILL RESULT IN 7M� BID BE�NG CQNSIDERED
NON-RESPONSIVE. A SECOND FAIL,URE WILL RESULT IN TME OFFEROR BEING DISQUA�IFIED FOR A
PERIOD OF ONE YEAR. 7MlZEE FAILURES IN A FIVE YEAR PEitIOD WILL RESULT IN A DISQUALIFICATION
PERIOD OF THREE YEARS.
Any questions, please contact the OfFice of Business bi�ersity a# (817) 392-2674.
Office of Business Diversity
Email: mwbeofFice@fortworthtexas.gav Temporarily Reviscd April 6, 2020 due lo COViD l4 Emerget�cy
Phone: {817) 392-2674
ATTACHM�NT9A
- Page 1 of 4
%'ORT �QRTH C�fiy of �arf ldldor�h
_�. , _ -, �
f��E S�b�or�tr��tvrsl����li��� U�ili���ion ��rr�
�E�tiS �,s�ous �`CD
_ — _—___-__�..._ .............. _ _. ,/ nn�vtr��a� rraN-rnrnr,r�s�
PR�JE�T NAME:
;L. � BID �ATE
�4,St � �S'tVe.e.e .y.2�t44ovlr.�EwRS 11�05 � 2a2o
Gify's lNBE, Project Gaal: Prime's MB� PraJect Comrr�iunent: � PROJECT NUMBER
lo % I !c' % I tot�55
Iden�if� �11 sub�or�t�act���lsu}��li�r� yo� �+ill u�e �n �his p����ct
,�ailure to co�plete this #orm, in its entirety with requested documenfaiion, and recei�ed by the Illlanagir�g
Oepa�trr�ent on or before S:OQ p.m. five {5} City business days after bic! opening, exclusive of bid opening date,
wil! result in the bid being cansidered nor�-responsive to bid specificatinns.
The undersigned Offerar agrees to enter into a formal agreem�nt with the MB� firm(s} listed in this utilization
schedule, conditioned upon execution of a contract with ihe City of Fort Worth. �"he infentinnal andlor knaysring
misrepresentation of facts is grounds for consideration of disquaiification anc[ will result in the bid being
considered non-responsi�e io bid specifications
fiddYE3Es listed toward meeiing the project goal must �e located in the six {6j county rt�awketplace at the time of
bid. Marketplace is the geographic area of Tae��ant, �fallas qenton. Johnson, Parker. and ►d4lise caunti��.
Iden�ify each i`ier� le►►et. Tier is the �e�el of subcon#racting belovu the prime contractor, i.e., a direct
paymen# fram the prime contractor to a subcontractor is eonsidered 1$� #ier, a payment by a subcankrac#or to
its supplier is considered 2�d tier ___ � __ � �_
��� RdV��s il�U� f�� C�R�I�i�D B�FOR� GOF�7'kI�CT AW,a►RD,
Certification means those firms, located +r�ithir� the Marke#place, that ha�e been determined to be a bondaFide rninority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certiiying agencies
that the City may deerr� appropriate and accepied by the City of Fort Wor#h.
If hauling se�vices are utili�ed, the prime wii{ be giuen credit as long as tMe MBE listed owns and operates
at least one f�lfy lic�nsed and operational truck to be used on the coniract. The MB� may fease trucks fror�'�
ar�ather MBE firm, incEucling MBE owner-operators, and receive full MBE credit. The MBE may lease trucfcs
frarn non-MBEs, includjng owner-aperatvrs, but v►rill only recei�e credit for the fees and commissions earned
b� the MBE as outiined in the lease a�reerr�eni. _r �__�
�eu. 5r3a� z
�URTWORTH ATTACHNfE{VT 1A
� Page 2 of 4
�� Primes are required to identify ALL subconkractorslsuppliers, regardless of status; i.e., �linority and non-MBEs.
MBE firrrss are io be listed firsi, use additionaf sheeis if necessary. If a subcontractorlsupplier is identified as an SBE, please attach a
copy af the firm's SBE certificatian if they have not previously registered with the City's MNVBE O�ce, wrhich may he contacted for
verification. Please note that onl ceriified iVIBEs v�iEl 6e caunted to meei an MBE aaL �
__ - -- -
Attach N
NC7RCA �����Icate n
SUBCQN7RACTORlSUPPLi�R T - - - - Detail aetail
Cornpany Name i Subcontracting Suppl9es pollar Amount
Address e tw W S Nf Work Purchased
TelepttonelFax � g B � B
� E � E
f►�.�.t 1.���.
1t�Y3 Co• Ro. 53
��saa, "tx �5oa�t
�t��. • �Fa� - 5�bt,
r��A,.tA�,si NNULTr.��
2��F5 FN 22��
Gtlt CO � Z`I. ��e�k'J L
�1,lA�Y'tNauL�u � oJ«.00 k . Co�
c��yo - �to • 4`�o u
��
�L�*J
Fu�,� , � t �-
�uF�, 0.�.
#30,ao0'
b�a D Rw�o+� M�ti [A��e.Zac.
1aS�t Qjtf.ic�ta� r�a.
�Aufls , ��i '�522�
f�akAs .. M�ti � � 8���i�a�c.�'r. •ci
fa+a��
}$02 W. 5►IAo� ��tovie F�D•
%vs�sfl I`�+a,��. �`CV� �6d��
�,e�. ��� e �Aec�a�rs.ca.1
2.r�t • Zo�. - 3toY
U�cAJ �.kCtlLieAi. �I�lc,
$2i �. �ti�!. `�sr-
GoAT irioi��+�-Cx
w+�+a. 6tinurr�cz�tiea�. co„�
�+"� - 5� s - �� ao
�Aava�u � #iawKt.0
G5 Ss��s� , 1,�C. _
40�C S • ��50+1 �W o.
�t��3or�, -TY �4�OZ$
�S�Vtie16 � GNAt+..e,a+'�
g►�-�41L -$1.�`�
�'A��,, '}ws9t:n�t
��
'.�J
��
I���
�1�
�Z�cc�►z�u.
i,AdflScAP+�tG
ZA�l.l4.'w�v.1
A�4u�4�
Coat�.
���
{ �!'b, iA! '
� 2�'�, 3�Y�_
�34 ��F1e3 `
� 1,�i3�,'�7� �
� 3Y�,aGa'
Rev. 5130/12
���T��'� ATiACHMENT 1A
' Page 3 of 4
_ _ _ ��__ ___�.__
_ _ _ __
Primes are required to identify ALL subwnfractorslsuppliers, regardless af status; i_e., Minority and'non-.MSEs, i
Please list MSE firm's first, use additional sheets if r�ecessary. �� a subeontractodsupplier is identified as an SBE, please attach a copy
of the firms 56E c.ertification if they have nat previously registered with the City's IV�IWBE OfiFce which may be contacted far
verification. P�ease note fhat anl eertified MBEs snrill be counted to meet an I+ABE qoal.
_ - -- - ___ _
Attach N
NCTRCA Cemficate ° .
Sl1BCQN7RACTO�ilSUP�LIER 7 - � betail �etail
Campany Name i 5ubcantracting Supplies pollar Amount
Address e M W S M Work Purchased
TelephonelFax r B B B B
E E E E
`c��► •��n� }4�c.wr�sy l�'ln,wt.
g34 KC� ►Jay
'[�A� ��r�, T� �5io�}
�{'�y L `iNVI�'� • CO7�
w�a . ��� - Q��o
KE. t"TH �A� �E+� a'S�Ei-
�v5T40L . ,E�1C.
2.94► 4twy ti,�k
�� W�..�.�x ��tx�
�trK�nusz�"tx � cor�
`i (� � 3 DY � 492.�
Nt��t�. �Ha�a�
T�xr►3 $�r
'�2.d t`�EtxE� 1�., SutY� 2on
'�s.v � .� � , 'i�t �`a n4i.
RDN��A. S�'�►i5a� e t�gTt'•tar+�
�1� - 53�• l�'�
�rA� S�to�}SA�.
� �cos� �i+qos , l� �7-
�JD42 �IPiV1D ,rji4l��yaC �P. -
fot� WoR-ni , T�c �bl�a
�,� _ �� - oa�#�t
i�Aln�s 1�i�.+�
��.ti AN t�E lF��rA.V iC.Q.�
3�za Sr£r�., �7ai V�
k�i.vr�o, `Tx 'i5uL3
2.i'F - Q q� - L'5 t�o
s�yr�o¢ pr.u�fNt+at,�.,l�cr,}•c.c�Nt
��5u� L.R�raias
s��r�xs,4�. B�Qn.►�.w��.s
6tit GoMPi'o� �a� ,
�1Lv t w14 ��X � 60�0 l
�.�� - 3p� -,d��-
Gu..��+�[. �lv��aesca�wat��.s����
C «.6� �, M+�.�s - ���� �
Y���.�n� i�a�x�
� ❑ f
� t`�ftf-t�LL
❑ ❑
� �
�❑�
-�--
� �
u�
�R����
c� 14� ArnYi
� I Suay�.y
As-�v��5
10.AFFta :�ARftlw�.- �
1 � tao, z�3"
1
sj
I
� d59,q`ti `
� � �3�,a3 � - — -
� � � `�t � 1 O'
f29,�40 �
¢38, u �2 -
Rev. 5130(12
�'����i� Al-TACHMENT 9A
r Page 3 of 4
_.....� _...._ ...�.—
--....�_ -- ---�—_—..
� _ �.
T� Primes are cequirec! io identify ALL subcontractarslsuppliers, regardless of status; i.e., Minority and non- s_
Please lisf MBE firm's first, use addit�onal sheets if necessary_ If a subcontractorlsupplier is identified as an SBE, please attach a copy
a� the frms SBE certification if they have not pre�iously registered with the Ciiy's MIWBE �ffice wt�ich may be cantacted for
verifieation. Please nate that onl certifled MBEs will be eaunted to meek an oal. __
_ - --- Attach �
NCTRCA �ertificate ri
SUBCONiRACiORISi1PPLIER � - - �e�ail Detail
CompanyName i Subco�tracting Supplies �a��arArnount
Address e!Vl W S m6 Vifork Purchasei!
Telephonel�ax � � � � E �
'� r{vua; `Cwcac�t,le., 1.1„C.
�5oq s.� Gc�..au� 5T .
t'�+-�r W o4.� , �t
�gZ.-2z� - Il,�d
8�Y 5Uaa.�a�.
ti 3�F P�L 3���f
�AtinU»� � �� �60�3
�jy'p - 25� _ 55�r�
��
��
ltAuuw� A5�'ii�T,
4utWM6t
1$,nsur. Rse�nrx,
M��t,st�s
��t�. e.,a �
$ �� ��,�
� Bus�agss Pttt�y
�►c.�ta�.3sou , i'Y �50�' l
'1�� -Z3� "'���z.
��
��
E�J�
��
$ �i,�1111—
�loa,anQ""
Re�. 5/30112
FORT�RTH
Total Dollar Amount of i�YB� Subcontractars/Suppliers
Totai �oll�r Amount of Non�f'i��� Suhcor�tractors/Supplie�s
� � �,�� . •
� �' � L:y J
ipY�L �0��,�� r4lP�IQUid f O� ALI� SUBCOi����aCiOR�1SUPPI�I�f�S �� �b, r��,
ATfACHMEiVT 1A
Page 4 oi 4
( ihe Contractor will not make additions, deietions, or sub5titutions #o this ce�iified list withqut the prior approval
of the Minority and Women Business Enterprise Office through #i�e submitta! of a��guest for dpproval o
Change/A�fdi�i�n f�rm. Any urrjustified change or deletion shall be a rnaterial breach of contract and rrtay
r�suft in debarrnent in accord with the procedures outlined in the ordinanc�. The contractor s�al! submit a
detaifed explanation of how the req�rested change/adclition or dele#ion vuill affect #he committed MB� goal. lf ihel
detai! expEanation is not submitted, it will affect the final compliance determination� _ �
By affixing a signature to tFris form, the Offeror further agrees to provide, direc#ly to the City upon request,
complete and accurate inforrnation regarciing actual work psrformed by alf subcontractors, including MBE(s}
and any special arrangemenis with MgEs. ihe Offeror also agrees to allow an audit and/or exarnination af
�i�y f�OD�CS, records and files held by their �arnpany. The bidder agrees to allow the transmissian af in#ervi�ws
with owners, prir�cipals, of�icers, ernployees and applicable subcc�r�tractorslsuppliers participating on the
cantract that will substan#iat� th� actual war�c perFormed by the MBE(s} fln this contract, i�y an au#harized
officer or employee of the City. Any ir�tenfional andlor knovuing misrepresentation af fac#s wiil be grounds for
terminating the contract or debarment from City +nroric for a period of not less than three (3} years and far
initia#ing a�tian under Federal, State or Loca! laws concerning �als� statements. Any failure to comply +nrith this
ordinance creates a materfal breach of the conteact and rnay resuli in a determination of an irresponsibfe
�fferar ar�d debarment from participating in City work for a period of time not less than one (1} year.
�
4 � �
Autatorixed 5ignature�
�
Title
1� �S ii eouA �-Ti� .
� ..._... `_
Compar�y Nar�e '
i 5 7�n i�x �.K�n- �oao
Address
G0.s►�0 f�A�Rt�� �x �"jf15�?
.�__�..._._� ____ ._._. ....
CitylSta#e1Zip
DL.N OLu'350L..1s
Printed 5ignature �' �
•---
Cor�tact NaroelTitie (if differentj� � '`"�-
tt� - z�o » 353�
Telephone andfar Faz
�E��Mtrt�.t�`rk�xAs� t�� �sroaa�P. ca+*'�
E-mail Address ..�.���-^ �a ���'_
�l0 'LoZp
Date
Rev. 5/3i?/12
�� R T ���RT,�I-i
�i�y �f �or�fi 1dVor�h
�Ainori�� �usines� �nfi�rprise Spe�ifi�ation�
Pr�irne �or�tra�fier� VP�aiver �orm
ATTAC�MENTIB
Page 1 of 1
OFFEROR COMPANY NAME: Check applicable 6ox to descri6e Offeror's
Cer#i�cation
�ROJECT NAME: IV1%tiN1�BE NdN vI/WIDBE
BID DATE
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
� a �,a ��o
If both answers to khis form are Y�S, do not complete ATTACHMENi 1 C(Good Faikh Effort Form). All questions on
this form must be completed and a detailed explana�ion provided, if applicable. If �he answer to either question is
NO, then you must complete ATiACHMENT 1 C. This form is only applicable if �Qth answers are yes.
�Failure to complete th�s fnrm in a#� �^F�!'4+y a^�+ he recei+xed by the Pijr�h$��rr� D€visioit �to la#e� #fn�� �_a0
,m. o� tt�o ��cvn�# C �t b�sir�ess da aR�r bis� o�ni�� . exc��isive nf th� �i� op�nfnc� da#e. ++viPl result i:�
the bi�l #�eir�g c�nsider��f norr-respwnsive ko b:d s�a�a�if�c�tlpns.
�ill you perform this enfire contracf without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of fhis ��
project, this is your normal business practice and provide an operational profile of your business.
V4{ill you perform this entire contract wifhout suppiiers? YES
If yes, please provide a detaiEed explanation that proves based on the size and scope of this
project, this is yaur normal business practice and pro�icfe an in�entory profile of your business. NO
The Offeror further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and
any proposec� changes to the original MBE(s} arrangements submitted with this bid. The Off�ror also agrees to
allow an audit andlor examinatian of any boaks, records and files held by their company that will substantiate the
actual work performed by ihe MB�s on this contract, by an authorized officer or employee of fhe City. Any
intentionaE andlor knowing misrepresentation of facfs will be grounds for terminating the contract or debarment
from City work for a�eriod of not less than three (3) years and for initiating action under F'ederal, State or Local
laws concerning false statements. Any failure to camply with khis ordinance creates a material breach of contract
and may result 3n a determination of an irresponsible Offeror and barred from pa�kicipating in City work for a
perioci of time not less than one (1) ear.
Auihorized Signalure
Tilfe
Company Name
Address
CitylStafelZip
Office of Business Diversity
Email: mwbeoffice[c�fortworthtexas.gov
Phone: (817) 392-2fi74
PrinEed 5ignature
Contact Name (ii different)
Phone Number Fax Number
Email Address
Date
Re�. 5115119
ATTACHMENT 1C
Page 1 0� 4
�'0 R T �� 1Z1 H
Gi�y of �ort �Vor�h
R�inorify �usin�ss �n�erprise
�IIBE C�ood �aifih ����r� �'orm
OFFEROR COi1�PANY NAME: Chec�c applicable box to describe
Offeror's Certifieation
PR�JECT NAME: n�vti7DBE I r'ON-�r�rYvlD�.c
BiD DATE
City's MBE Project Goal: Offeror's M8E Project Commitmen#: PROJECT NUMBER
°la %
if thL �f:tror €:;d r: ;I r.^.e�# ar exceed the M�f st:.�,�+antrr�cting �o�! f�1� 1�h;5 �.��ninCt� t1�o O�ffarot' I�u�t �:v,,^;Yl�re #l�is
fot�� r�_
If the Offeror's method of compliance with the 141OBE gaal is based upon demonstration of a
"good faith effort", the OfFeror will have #he burden of correctly and accura#aly preparing and
subm�tting the documen#a#ion required by the City. Compliance ,+vith each item, 1 thru 1'I k�elow,
shall satisfy the Good �aith Effort requirement absent proof of fraud, intentianal andlor �Cnowing
misrepresentation of the facts or intentional discrimination by'the Offeror.
FaElura la �€�m�l�f� sl�is Faren, in its �ntar�ty tiu�th supporiing ci;�c�r�ent�ti;;r�, and received bv the
�urc�,��:ng {�:�r�siar� nn la#�r l�ar. �=�0 p,in. on #he �ewY^d �ity b�si�ess day aR�r ba4 �p��tio�g, [�xcl�,sive
of bid opar:in� da#e. wEll rssul� #r� l�� bid #�ei�� canaider�d �on-*ps�nn��v� !a b6d s}��eiiicatfon�.
1.) Please list each and e�ery subcontracting andlar supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or �on-MBE. (DO NOT LIST NAMES OF
FIRMS] On alE projects, the Offerar must [ist each subcontracting and or supplier opporkunity
regardless of tier.
(Use addifional sheefs, if necessary)
List ofi Subcontracting Opportunities List of Suppfier Opportunities
Rev. 5I15119
ATTACHMENT 1C
Page 2 of 4
2.) Oh#ain a current (not more thar� two (2) months old from the bid open datej list of ii�BE suhcontractors
andlor suppliers from the City's Office of Business �i�ersity.
❑ Yes
❑ No
Date of Listing
3.) Did you soliciE bids from 191�BE firms, within the subcontracting andlor supplier areas previously listed,
aE IeasE ten calendar days prior to bid opening by mail, exc�usive of the day the bids are opened?
❑Yes (If yes, attach MBE mail listing to include name offirm and address and a dated copy of letter maifed.)
� �110
4.} Qid you solicit bids from IVABE, firms, within the sufpcontracting andlor supplier areas pre�iously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day #he bids are opened?
� Yes (If yes, attach list to include name of MB@ firm, ep rson coniacted, phone number and date and time af contact.)
❑ f� o •
5.j (]id you solicit bids from IiABE iirms, within the subcontracting andlor supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (faxj, exclus�ve of the day the bids are
opened? .
❑Yes (If yes, aitach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax
is returned as undeliverable, then fhat "undelivsrable confirmation" received must be printed directlyfrom the
facsimile for proper documentation. Failure to submit confirmation andlor "undeliverable confirmation"
documentation may render the GFE non-responsive.}
❑No
6.) Did you soliciE bids frorr� rilO�E firms, within the subcontraciing andlor supplier areas �reviously fisted,
at �east ten calendar days prior to bid openirtg by email, exclusive of the day the bids are opened?
❑ Yes
■ •
(if yes, attach email confirmation to include name of MBE firm, date and time. fn addition, if an emai! is returned
as undeliverabfe, then tFiat "undeli�erable message" receipt must be printed directly from the email sysfem for
proper docurr�entation. Failure to submit confirmafion andlor "undeliverabie message" documentation may
render the GFE non-responsi�e.) �
NO�'�: ihe four methods identified above are acceptable for soliciting hids, and each selected methoci
must be appfied to the applicable contract. �he Qfferor musf document that either at least #wo attempts
were made using two of Ehe four methods or that at least one succ_e_ssful contact was made using one of
the four methods in order to deemed pesponsive to f�n� GV�� �ai}h �ffnrf� rprr��irpmpn4
� �w ..
��T'�' 'rhe (�fFcr�r m�,�c4 rnn*�rf #ha nnlirn �,lJRF' fic4 cnor+ifir �� �,s��}� r����p��r������ ��ytj cr}���te
,. r..........
opportun�#y t� �e En com�lEa::�� wfth ��es#io�� 3#hru 6.
7.) Did you provide plans and specification5 Eo patential i�9BEs?
❑ Yes
� Plo
8.} Qid you provicie tF�e infprmation regarding the location of plans and specifications in order to assist
the IIRBEs?
� Yes
❑ PEo
Rev. 5/15I19
ATTAC�iMEIVT 1C
Page 3 of 4
9. Did you prepare a quotation for the MBEs to bid nn goodslservices spectfic to their skill set?
Yes {If yes, attach all copies of quotations.)
NEO ,
10.) Was the contact inforrna#ion on any of the listings rtot �alid?
(�f yes, attach the information that was not rralid in order for the Oifice of Business �iversify to address
Yes the corrections neecled.) �
❑ N°
'19.)Subrnit documentativn if MBE quotes were rejected. The documentation submitted shauld be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any su�porting
documentation the Offeror wishes to be considered by the City. In the e�ent of a bona fide clispute
concerning quotes, the Offeror will pro�ide for con#idential in-camera access to an Enspection of any
rele�ant documentation by City personnel.
Please use additional sheefs, if necessa , and atfach.
C�mpan Name TeEephone Contact Person 5cope of Work Reason for Rejection
ADDITIONAL IPIFORMi4TION:
Please provide additional information you feel wi�l further explain your good and hQnest efforts to obtain
MBE participation on this project.
The Offeror further agrees to pro�ide, directly to the Ci#y upon request, complefe and
accurate information regarding actual rNor�t performed on this contract, the paymenf
thereof and any proposed changes to the original arrangements submitted vuith this bid.
�'he Offeror also agrees to allow an audifi andlor� examination of any f�ooks, records and
files held by iheir company thafi will substantia�ie the actuaE v+�ork performed on this
con�ract, by an authoriaed officer or employee of the �ity.
Ar�y intenfional andlor �nowing misr�pr�esen�a�ion of facts will be grounds for
ferminatir�g the contract or debarment firom City ►nrork for a period o# not less #han three
�3) years and for initiating action under ��deral, State or Local la+.�s concerning faise
statements. �►ny failure to comply wifh this ordinance shall create a material breach of
contract and ma� result in a determination of an irresponsible Offeror and debarm�nt
from participating in City wor� for a period of time not less than one {1) year�.
Re�. 5!9 5l19
ATTACMMENT7C
Page 4 of 4
�he undersigned certi#ies that the information provided and the li}YBE{s) listed ►nra�lv+►ere
contacted in good �raith. It is unders#ood thafi any AlIBE(s} listed in �ifiachment 1C ►nrill be
contacted and #he reasons for not using fihem vorifi be verified by fihe City's �ffice
of �usiness �iversity.
Authorized Signature Printed SignaEure
Title
Company f�a�ne
Address
CitylStatelZip
Office of Business Diversity
Email: mwbeoffice@forkworthtexas.gov
Phone: (817) 392-2674
Contact Name and Title (if dffferent)
Phone Number Fax Number
�mail Address
Date
Rev. 5I15119
Joini Venture
Page 1 of 3
�� �Z T V�O i�'�' �I
CITY OF F�RT WORTH
MBE Joini Venture Eli�ibiliiy Form
Rll questions m ust 8e ar:swered; use "N/A" if not applicnbde.
Name of Cify project:
1. Joint venture information:
A joint �cnturc form must bc compieted on each project
RFP/Bid/Project Number: _
Joint Venture Nanne:
Jo�nt Venture Address:
(If appficable} �
Telephone: Facsimile: C-mail
Cellular:
Identify the firtns that comprise #he joint venture:
Please atiach extra sheets if additiona! space is required to provide detailed explanatrons of work to Be performed by each firm comprising lhe
�oint venture
MBE fiem Non-MBE tirm
name� name•
13usiness Address: Business Address:
City, Slate, Zip: City, State, Zip:
Telephone P.-mail `1'elephone E-mail
Ceilular Facsimile Cellular Facsimile
Certifcation Status:
Name of Certifyiug Agency:
2. Sca e of work erformed b the Joint Venture:
llescribe the seo e af work of the MB E: Describe the sco e of work aF the non-M BE:
Re�. 5115l19
Joint Venture
Page 2 of 3
3: What is the percentage of MSE participatEvn on this joint venture that you wish to be counted toward
meeteng the project goal?
4. Attach a copy of the joint venture agreement.
J�. LI3i CO�1�OReIItS Of OWR�rShlp Of �Oint VeIliure: (I?o nac complele ijLhis injormation is descri6ed in joint venlure agreement)
Profit and loss sharing: �
Capital confributions, including
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and f3rm those individuals {with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financia] decisions
(to include Account Paya6le and Receivable};
Management decisions:
a. �stimating
-------------------------__ .. ______---
b. Mariceting and Sales
________-----------------------_______ __
c. Hiring and Firing of management
personnel
-------------------------- --------------------
d. Purchasing of major equipment
and/ar suppli�s
Supervision of #ield operations
The City's Office of Business Di�ersfty will review your joint venfure s�bmission and will ha�e #inal
approval of the MBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after #he date af project award, if any of the participants, #he individually defined scopes of work or
fhe dollar amountslpercentages change from the priginally approved informatEon, then the participants must
inform the City's Office of Business Diversity immediately for approval. Any unjustified change or
deletion shail be a material breach of contract and may resuit in debarment in accord with the procedures
outlined in the City's BDE O�dinance.
Rev. 5115J9 9
Joint Venture
Pa e3af'
ARFIDAVIT
The undersigned aFfrms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. F�rthermore, ihe undersi�ned shall
agree to provide to the joint venture the stated scope of work, decision-maicing responsibilities and payments
herein.
The City also reserves the right to request any additional informatioR deemed necessary to determine if the joint
�enture is eligible. �ailure to coope�ate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint �enture by any autharized representatives of the City of Fort Worth. Failure to comply with this
provision sha11 result sn the termination of any contract, which may be awarded under the provisions of this jnint
venture's eligibility and may iniriate actian under Federal, State and/or Local laws/ordinances concernin� false
statements or willful misrepresentation of facts.
----------------------- --�---------------------------------------------------- ---------------------------------------------------------_-_---- -- __--------------------------
1Vame of MBE �rm Name oE'non-MC3C firm
Printed N&mc of� Owncr Printed Name of Owner
Signature a£ Qwner Signature of Owner
Printed Name nC Owner Printcd Name of Owner
Signature of Owner Signature oF Qwncr
Title Title
Date Date
Notarization
State of
On this
County of
day of , 20 , before me appeared
and
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as th�ar free act and deed.
Notary Public
Print Name
Notary Public
Signature
Cammission Expires
Office of Business Di�ersity
EmaiL• mwbeoffice@fortworthtexas.gov
Phone: {8I7) 392-2674
(seal)
Re�. 5115119
GC�6o�i' �V��e ]�ates
�HIS �A�lE l[�El�'�' Il�TIE�d'�'�O1�A��L� J��LAl�I�
CI`1'Y OF FORT WORTFI Wesl 7ih Slrcet Improvements
STAtVDARD COlV5"1�KUCT[ON SPECIF[CATION DOCUMENTS Cily Prpject No. 101555
Revised July l, 20i I
207.3 PREVAILING WAGE RATES
(Hea�y and Highway Constructian Projects}
CLASSIFlCATI0IN DESCRIPTION
Asphalt Distributor Operator
Asphalt Paving Machine OperaYor
Asphal# Ra�Cer
Broom or Sweeper Dperator
Concrete Finisher, Paving and 5tructures
Concrete Pavement Finishing Nlachine Operator
Concrete 5aw Operator
Crane Operatar, Hydraulic SO tons or less
Crane Operator, Lattice Boom 80 Tons ar Less
Crane Operator, Lattice Baom Over SD Tons
Crawler Tractor Operator
�lectrician
Excavator pperator, 50,OOQ pounds or less
Excavator Operator, Over 50,DOQ paunds
Flagger
Forrr� Suilder/Setter, 5tructures
Form 5etter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operatar, Truck Mounted
Front End koader Operator, 3 CY or Less
Front End Loader Operator, pver 3 CY
Laborer, Cammon
Laborer, Utility
l.oader/Backhoe Operator
Nleehanic
Milling Machine Operator
Motor Grader Operator, Fine Grade
Motor Grader OperaYor, Rough
Off Road Ffauler
Pavemen# Marking Machine Operator
Pipelayer
Reclaimer/Pul�erizer Operator
Reinforcing 5teel Worker
Roller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Ser�icer
Smafl Sfipform Machine Operator
Spreader Box Operator
Truck Driver Lowboy-Float
Truck Driver Transit-Mix
Truck Driver, Single Axle
1'ruck Dri�er, Single or Tandem Axle Dump Truck
Tr�ck Driver, Tandem Axle Tractar with Semi Trailer
Welder
Work Zone Barricade Servicer
Wage Rate
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
S
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
14.12
16.05
14.48
18.12
17.27
20.52
14.07
19.8D
17.19
16.99
�o.os
13.84
13.16
17.99
zi.o�
13.69
14.72
10.72
i2.32
15.18
17.6$
7 4.32
17.Z9
16.02
12.25
13.63
13.24
11.01
16.18
13.08
11.51
1Z.56
1458
15.96
14.73
16.24
14.14
12.31
12.62
12.86
7.4.84
11.6$
The Davis-8acon Act prevailing wage rates shown for Hea�y and Highway construction projects were determined 6y
the United States Department of Labor and current as of September 2013. The ti#les and descriptions for the
classifications listed are detailed in the AGC of Texas' Stanclard Job Classifications and OescripYions for Highway,
Heavy, Utilities, and IncEustriai Construction in Texas.
Page 1 of 1